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ASA-2012-15b OFFICE OF THE CITY CLERK CITY HALL 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: Subject: Architectural and Site Approval Application for final refinements to the previously approved Shops 1, 3-5, 7-8, Pads 1-3, Town Square, Flex 1 & 2, Office 1 & 2, Parking Garage, and associated site and landscaping design of the Main Street Cupertino Project Recommended Action: 1. Consider referrals from the Design Review Committee (DRC) of an Architectural and Site Approval to: a. Provide clarification of Resolution 12-098(M) as to the criteria for Architectural Site Approval, including Condition 35; and/or b. Amend Resolution 12-098(M) as to the role of the DRC for Architectural Site Approval 2. If Resolution 12- 098(M) is amended, consider adopting Resolution No. 14-122 regarding the Architectural and Site Approval Application (ASA-2012-15) Descri�tion: Application(s): ASA-2012-15; Applicant(s): Kevin Dare (500 Forbes, LLC); Location: southeast corner of Vallco Pkwy and Finch Ave Date: March 7, 2014 On February 25 the City Council made the following action: AMENDED CONDITION 35 OF RESOLUTION NO. 12-098(M) TO NOTE THAT COUNCIL WILL MAKE THE FINAL APPROVAL OF ASA-2012-15; COUNCIL WILL ALSO MAKE THE FINAL APPROVAL OF SHOPS 2, 6, 9 AND LOFT APARTMENTS ADOPTED RESOLUTION N0. 14-122 WITH THE FOLLOWING CHANGES: • APPLICANT TO WORK WITH STAFF ON DETAILING THE GARAGE FOR AESTHETICS INCLUDING ADDING POSSIBLE GREEN SCREENING OR OTHER ARCHITECTURAL FEATURES March 7, 2014 Page 2 • CLARIFY THAT THE MAXIMUM HEIGHT OF THE GARAGE IS 60 FEET MEASURED FROM THE PUBLIC SIDEWALK ALONG VALLCO PARKWAY GIVEN THE RETAIL COMPONENT ATTACHED • APPLICANT TO WORK WITH STAFF ON FLEX 1 & 2 BUILDINGS REGARDING THE FOLLOWING: o GO BACK TO THE ORIGINAL ART DECO FARMER'S MARKET DESIGN ON FLEX 1 BUILDING o INTRODUCE WARMER COLORS/TONES ON FLEX 1 & 2 BUILDINGS o WORK WITH STAFF ON BUILDING MATERIAL WHICH CAN BE EITHER IPE OR CORRUGATED METAL/ALUMINUM • WHERE APPLICABLE, USE SLATE TILE ROOFING MATERIAL THAT RESEMBLES A VARIEGATED COLOR COMBINATION SIMILAR TO THE CHINESE MULTI-COLOR SLATE OR OTHER COMPARABLE COLOR PALETTE • APPLICANT TO WORK WITH STAFF AND THE CITY'S CONSULTING ARCHITECT TO REFLECT CHANGES TO THE PROJECT ACCEPTED BY THE PROJECT ARCHITECT AT THE HEARING, INCLUDING THE FOLLOWING: o INTRODUCE DECORATIVE IRON LIGHTING FEATURES ON THE ENTRY TOWER ON BUILDINGS 3 &4 o OFFICE EXTERIOR FINISH — SMOOTH PLASTER (NON-SPRAYED FINISH— SIMILAR TO FINISH ON NETFLIX BUILDING) C OFFICE OF THE CITY CLERK CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 TELEPHONE:(408)777-3223• FAX: (408)777-3366 CUPERTINO March 4, 2014 Re: Subject: Architectural and Site Approval Application for final refinements to the previously approved Shops 1, 3-5, 7-8, Pads 1-3, Town Square, Flex 1 & 2, Office 1 & 2, Parking Garage, and associated site and landscaping design of the Main Street Cupertino Project Recommended Action: 1. Consider referrals from the Design Review Committee (DRC) of an Architectural and Site Approval to: a. Provide clarification of Resolution 12-098(M) as to the criteria for Architectural Site Approval, including Condition 35; and/or b. Amend Resolution 12-098(M) as to the role of the DRC for Architectural Site Approval2. If Resolution 12-098(M) is amended, consider adopting Resolution No. 14-122 regarding the Architectural and Site Approval Application (ASA-2012-15) Descri�tion: Application(s): ASA-2012-15; Applicant(s): Kevin Dare (500 Forbes, LLC); Location: southeast corner of Vallco Pkwy and Finch Ave At its February 25, 2014 regular meeting, the Cupertino City Council took the following action: AMENDED CONDITION 35 OF RESOLUTION NO. 12-098(M) TO NOTE THAT COUNCIL WILL MAKE THE FINAL APPROVAL OF ASA-2012-15; COUNCIL WILL ALSO MAKE THE FINAL APPROVAL OF SHOPS 2, 6, 9 AND LOFT APARTMENTS ADOPTED RESOLUTION N0. 14-122 WITH THE FOLLOWING CHANGES: • APPLICANT TO WORK WITH STAFF ON DETAILING THE GARAGE FOR AESTHETICS INCLUDING ADDING POSSIBLE GREEN SCREENING OR OTHER ARCHITECTURAL FEATURES • CLARIFY THAT THE MAXIMUM HEIGHT OF THE GARAGE IS 60 FEET MEASURED FROM THE PUBLIC SIDEWALK ALONG VALLCO PARKWAY GIVEN THE RETAIL COMPONENT ATTACHED • APPLICANT TO WORK WITH STAFF ON FLEX 1 & 2 BUILDINGS REGARDING THE FOLLOWING: ASA-2012-15 March 4, 2014 Page 2 o GO BACK TO THE ORIGINAL ART DECO FARMER'S MARKET DESIGN ON FLEX 1 BUILDING o INTRODUCE WARMER COLORS/TONES ON FLEX 1 & 2 BUILDINGS o WORK WITH STAFF ON BUILDING MATERIAL WHICH CAN BE EITHER IPE OR CORRUGATED METAL/ALUMINUM • WHERE APPLICABLE, USE SLATE TILE ROOFING MATERIAL THAT RESEMBLES A VARIEGATED COLOR COMBINATION SIMILAR TO THE CHINESE MULTI-COLOR SLATE OR OTHER COMPARABLE COLOR PALETTE • APPLICANT TO WORK WITH STAFF AND THE CITY'S CONSULTING ARCHITECT TO REFLECT CHANGES TO THE PROJECT ACCEPTED BY THE PROJECT ARCHITECT AT THE HEARING, INCLUDING THE FOLLOWING: o INTRODUCE DECORATIVE IRON LIGHTING FEATURES ON THE ENTRY TOWER ON BUILDINGS 3 &4 o OFFICE EXTERIOR FINISH — SMOOTH PLASTER (NON-SPRAYED FINISH— SIMILAR TO FINISH ON NETFLIX BUILDING) Enclosed is the resolution that Council adopted at the meeting. Any interested person, including the applicant, prior to seeking judicial review of any adjudicatory decision of the City Council, must first frle a petition for reconsideration with the city clerk within ten days after the date of mailing of this notice. Any petition filed must comply with Municipal Code §2.08.096. Sincerely, _ � . Kirsten Squarcia Deputy City Clerk cr. City Attorney Community Development Kevin Dare Kenneth Rodrigues Sand Hill Property Company Kenneth Rodrigues & Partners 203 Redwood Shores Pkwy #200 445 N Wisman Road, #200 Redwood City, CA 94065 Mountain View, CA 94043 RESOLUTION N0. 14-122 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CUPERTINO FOR FINAL REFINEMENTS TO THE PREVIOUSLY APPROVED SHOPS 1, SHOPS 3-5, 7-8, PADS 1& 2, TOWN SQUARE, FLEX 1 &2, OFFICE 1 & 2, PARKING GARAGE, AND ASSOCIATED SITE AND LANDSCAPING DESIGN OF MAIN STREET CUPERTINO (ASA-2012-15) SECTION I: PROTECT DESCRIPTION Application No.: ASA-2012-15 Applicant: Keviri Dare Property Owner: Main Street Cupertino Aggregator, LLC Location: North side of Stevens Creek Boulevard on both sides of Finch Avenue, west of N.Tantau Avenue and south of Vallco Parkway (APN 316-20-078,316-20-079, and 316-20-085) SECTION II: FINDINGS FOR ARCHITECTURAL AND SITE APPROVAL: WHEREAS, the City Council of the City of Cupertino received an application for site modifications to a previously approved Development Permit as described in Section I. of this Resolution; 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 hearing in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the City Council finds as follows with regard to this application: 1. The proposal, at the proposed location, 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; The project impacts to the public health, safety, general welfare and surrounding improvements have been analyzed as part of an Environmental Impact Report under the California Environmental Quality Act. In response to areas where impacts were anticipated, a Mitigation Monitoring and Reporting Program had been established to minimize the impacts to less than significant levels. The project shall be required to continue to abide by these specified mitigation measures as enforced by City staff. Resolution No.14-122 Page 2 Furthermore, the project is anticipated to enhance the general public convenience in the area in that it provides a rich mixture of land uses that accommodate housing, shopping, and employment centers. New pedestrian connections to the Rosebowl and Metropolitan developments to the west shall be made, and the entire sidewalk/streetscape surrounding the perimeter of the site shall be replaced and enhanced. 2. The proposal is consistent with the purposes of Chapter 19.168, Architectural and Site Review, of the Cupertino Municipal Code, the General Plan, any specific plan, zoning ordinances, 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: a) Abrupt changes rn butldang scale should be avoided. A gradual transztion related to hezght and bulk should be achieved between new and existing buildings; On every edge and frontage, the proposed buildings mirror their surroundings creating a complementary and logical neighborhood transition. No substantial building mass or height changes are being proposed from the previous Council approval. b) In order to preserve design harmony between new and existing buildings and in order to preserve and enhance property values, the materials, textures �nd colors of new buildings should harmonize with adjacent development by being consistent or compatible with design and color schemes, and with the future character of the neighborhood and purposes of the zone in which they are situated. The location, height and materials of walls, fencing, hedges and screen planting should harmonize with adjacent development. Unsightly storage areas, utility installations and unsightly elements of parking lots should be concealed. The planting of ground cover or various types of pavements should be used to prevent dust and erosion, and the unnecessary destruction of existing healthy trees should be avoided. Lighting for development should be adequate to meet safety requirements as specified by the engineering and building departments; and provide shielding to prevent spill- over light to adjoining property owners; and The project present a combination of flat and sloped roof building designs, earth tone colors, and associated landscaping are harmonious with the adjoining buildings and streetscape on Stevens Creek Boulevard, Vallco Parkway, and N. Tantau Avenue streetscapes. The rich palette of materials/textures is compatible with the recently approved Rosebowl Development and design guidelines contained in the Heart of the City Specific Plan. All above ground utility installations are required to be screened from public view through a combination of landscaping and screen walls. As shown in the project photometric plans, the proposed lighting adequately serves to illuminate pedestrian paths and vehicular routes, and as conditioned shall be adequately down shielded to prevent spill-over light and glare to adjoining properties. Resolution No.14-122 Page 3 c) The number, location, color, size, height, lighting and landscaping of outdoor advertising signs and structures shall minimize traffic hazards and shall positively affect the general appearance of the neighborhood and harmonize with adjacent development. The project signage shall be separately reviewed and approved as part of a Master Sign Program. d) 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 The proposed land use, building height, and building setbacks have been previously approved by the City Council. The proposed landscaping features and vegetations will provide adequate screening and buffering from the streets and adjacent uses. Please also refer to 2a. 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 this Resolution beginning on Page 2 thereof,: 1. The application for Architectural and Site Approval, Application no. ASA-2012-15 is hereby approved, �nd That the subconclusions upon which the findings and conditions specified in this Resolution are based and contained in the Public Hearing record concerning Application no. ASA-2012-15 as set forth in the Minutes of City Council Meeting of February 25, 2014, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADNIINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. Planning Division: 1. APPROVED EXHIBITS Approval is based on the plan set entitled, "Main Street Cupertino" drawn by Kenneth A. Rodrigues (Kenneth Rodrigues and Partners) and Gary D. Laymon (Guzzardo Partnership) stamped as received January 24, 2014 with the new revised elevations received on February 6, 2014, except as may be amended by conditions in this resolution. 2. ACCURACY OF PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building Resolution No.14-122 Page 4 square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 3. PREVIOUS CONDITIONS OF APPROVAL All prior Development Permit and Architectural and Site Approval conditions of approval in Resolution No. 12-098(M)) and prior conditions of approval through past approvals shall remain in effect unless superseded by or in conflict with subsequent conditions of approval, including conditions of approval for ASA-2012-15. 4. ADDITIONAL COUNCIL APPROVAL The remaining buildings (Loft Apartments, Shops 2, 6 & 9, Major Retail Building) shall return to the City Council for final architectural and site approval. 5. CONSTRUCTION PLAN SET REVISIONS Prior to issuance of building permits, the applicant shall be required to make the necessary changes to the project (i.e. landscaping features, street/sidewalk design, utilities, and/or other similar site features) in order to be consistent with the approved plans to the satisfaction of the Director of Community Development. 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. 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. 8. PEDESTRIAN GATEWAY FEATURES A pedestrian gateway feature shall be required between Shops 2 and Shops 3, and between the Flex Retail and Hotel buildings. Final gateway designs shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 9. RAILINGS, STAIRS, RETAINING WALLS, &FENCING Resolution No.14-122 Page 5 Prior to issuance of building permits, final design of pedestrian railings, stairs, retaining walls and fencing shall be reviewed and approved by the Director of Community Development. 10. DEMISING WALLS Prior to issuance of building permits, the division of retail tenant space shall be consistent with the Tenanting Plan 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. 11. ROOF MATERIALS Prior to issuance of building permits, the applicant shall revise the proposed roofing material on buildings 1, 3, 4 and the clock tower to reflect a variegated slate material similar to the Chinese multicolor slate or other similar multi-color slate material. 12. BUILDING MATERIALS Prior to issuance of building permits, the applicant shall revise material #18 (Ceramic Tile- Alta Vista Daltile or Equivalent) on the Material Board (Sheet MB-1), and as it occurs throughout the project plans, with higher quality stone or equivalent side material to the satisfaction of the Director of Community Development. The stone siding used on Shops 1 shall match or be similar to the stone sidings on Buildings 3 & 4 for continuity and consistency. Furthermore the exterior finish of the Office 1 & 2 buildings shall be a smooth plaster (non-sprayed finish) similar to the treatment of the Netflix buildings in Los Gatos to the satisfaction of the Director of Community Development. 13. FLEX BUILDINGS The final architectural drawings shall reflect the following changes to the Flex Buildings to the satisfaction of the Community Development Director: • Utilize the original Art Deco Farmer's Market building design on the Flex 1 building • Work with staff to introduce warmer colors/tones to the Flex Buildings • Utilize either ipe or corrugated metal/aluminum decorative building accents 14. WINDOWS DETAILS Prior to the issuance of building permits, the final window details on the new monitor roof system on building 3 & 4 shall be reviewed and approved by the Director of Community Development. 15. PARKING STRUCTURE Prior to issuance of building permits, the applicant shall work with staff to submit a final garage plan to demonstrate the following changes to the satisfaction of the Director of Community Development: Resolution No.14-122 Page 6 • Demonstrate compliance with the 60' maximum height limit as measured from the sidewalk along Vallco Parkway. • Provide additional decorative detailings to the garage to make it less garage like, including possible green screens or other appropriate architectural features as deemed appropriate by the Director of Community Development. • Incorporate additional decorative siding material to the ground floor concrete crash wall. • A more decorative (with custom patterns/details) metal railing design within openings on the stair tower and along the perimeter of the roof level. 16. SHOPS 3 &4 Prior to issuance of building permits, the final monitor window details on Shops 3 & 4 shall reflect the design theme of the building. 17. ADDITIONAL ARCHITECTURAL ENHANCEMENTS Prior to issuance of building permits, the applicant shall have the option to work with staff and the City Consulting Architect on incorporating decorative iron lighting features on the columns for the Shops 3 & 4 buildings along the Stevens Creek Boulevard frontage. 18. LIGHTING Lighting in the parking lots shall be approved by the Director of Community Development for compliance with applicable regulations prior to issuance of building permits. All lighting shall be adequately downshielded. 19. SIGNAGE Signage is not approved with this application. Signage shall conform to the City's Sign Ordinance, Heart of the City Specific Plan and South Vallco Master Plan. Prior to final occupancy and approval of any individual signs on site, a detailed master sign program shall be submitted for review and approval in accordance with the City's Sign Ordinance. 20. GATEWAY ENTRY The applicant shall be required to construct and install a gateway entry feature on the northwest corner of Stevens Creek Boulevard and N. Tantau Avenue that will be consistent with the policies of the General Plan and South Vallco Master Plan. The gateway entry feature shall be a prominent design that may fulfill the public art requirement and could include a decorative monument feature that spans over Stevens Creek Boulevard, or vertical structural elements on both sides of Stevens Creek Boulevard and on the median to announce entry. Also, this corner shall include a community banner and enhanced pedestrian crossings that may include crosswalk lighting, special paving materials and/or prominent art or architectural feature announcing the entry to the City, such as a wrought iron element, subject to review and approval by the City Council. Resolution No.14-122 Page 7 21. 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. 22. UTILITY STRUCTURES 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. 23. EXTERIOR BUILDING MATERIALS/TREATMENTS The final building exterior treatment plan (including but not limited to details on exterior color, material, architectural 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, except as otherwise approved by the Director. The Director of Community Development has the ability to require additional public review process for changes or alternations that are deemed to be significant. 24. 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. 25. 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. Resolution No.14-122 Page 8 PASSED AND ADOPTED this 25th day of February, 2014, at a Special Meeting of the City Council of the City of Cupertino, State of California, by the following roll call vote: AYES: Wong, Sinks, Chang, Santoro, Mahoney NOES: None ABSTAIN: None ABSENT: None ATTEST: APPROVED: /s/Grace Schmit /s/Gilbert Wong Grace Schmidt Gilbert Wong, Mayor City Clerk City of Cupertino . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ASA - 2012 - 15 (WITH CITY COUNCIL CONDITIONS FROM FEB. 25, 2014) ■ V I C I N I T Y Y A DISCLAIMER "he following plan set has been bubbled to reflect the conditions of ipproval from Resolution 14-122. While this plan set is to serve as an Ilustrative reference,not all pages or conditions have been notated. �s such,all conditions of approval remain in full force and effect even vhere not expficitly noted in the plans. Prior to issuance of building �ermits,the applicant shall be required to make the necessary � :hanges to the project in order to be consistent with the approved � >lans and conditions of approval to the satisfaction of the Director of � :ommunity Development. � y�� Y�o � .1 a w � � SITE VALLCO PPRI(WAY �� p"I�Y � +r � � 57E�EN5LREEKBLVD. STEVENSCREEKBLVD. � P ■ I ■ P R 0 J B C T � T B � M ■ 0 IN N E R/ D E V E L 0 P E R I�AIN STREET CUPTERTINO AGGREGATOR LLC 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 ARCHITECT KENNETH RODRIGUES Ac PARTNERS� INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H 0 T E L A R C M I T E C T DM8 ARCHITECTS 8911 Research Drive,1st Floor Irvine,CA. 92618 C I V 1 L E N G 1 N E E R � !��/y � .1/�f�Y,S � 936 E.Duane Avenue z Sunnyvale,CA.94085 LANDSCA�E ARCHITECT THE GUZURDO PARTNERSHIP. INC. 181 Greenwich Street San Francisco,CA. 94111 • PLANNING PBRI[ IT FILB H0 . ■ APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-2008-01),ARCHITECTURAL AND SITE APPROVAL(ASA-200&O6),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) ■ DBFBxBBD SUBYITTdLS ■ THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILD�NG CODE: t.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM ►ARKIN6 OARAOE ENGINEER INTERNATIONAL PARKING DfSIGN INC. 1201 Marina Village Pa�Cway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Contad Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contact Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana • SCOPB OF � ORg ■ t.DEMOLITION OF EXISTING PAVING AREAS. 2.PLEASE SEE DESCRIPTION OF EACH BUILDING ON SHEETS 1A0.0,2A0.0,3A0.0,4A0.0,5A0.0, 8A0.0,7A0.0,SA0.0 AND 9A0.0. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS ANO SITE AMENITIES. 4.NEW TRASH ENCLOSURES AS SHOWN ON BUILDING PLANS AND ELEVATIONS. 5.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 8.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. 7.DETAILED PLANS PERTAINING TO THE MAJOR RETAIL,ART,PARK,SHOP 2 AND LOFT APARTMENTS,AND SIGNAGE ARE A PART OF A SEPARATE DEFERRED SUBMITTAL. 8.LANDSCAPE MAINTENANCE SCHEDULE AND LANSCAPE INSTALLATION REPORT SHALL BE A DEFERRED SUBMITTAL. ■ S H � �,0 COVER SHEET A1A OVERALL SITE PLAN A1.1 CIRCULATION PLAN A1.i BIKE PARKING A�.= TRASH AND TRANSFORMER IOCATION PUN ��,0 COVER SHEET 1A1.1 SE7BACKS PLANISECTIONS�STEVENS CREEK BLVD ��,0 ELEVATIONS RETAII SFIOPS 1 �Aj,O FLOOR PLAN RETAIL SHOPS 1 �A,{„0 ROOF PLAN AND SECTION RETAIL SHOPS 1 ��,0 FLOOR AREA CALCULATIONS SFIOPS 1 ��A COLOR ELEVATIONS RETAIL SFiOPS 1 j�„0 COVER SHEET iA1,1 SETBACKS PLANISECTIONS�STEVENS CREEK BLVD j�,0 ELEVATIONS RETAII SNOPS 3 �,� ELEVATIONS RETAIL SIiOPS 3 :Al,i EIEVATIONS RETAIL SHOPS 4 �,f ELFVATIONS RETAIL SFiOPS! ��{ ELEVATIONS RETA�PAD 3 'iAi,s ELEVATIONS CLOCKTOWER �,{ ELEVATIONS RETA�SFiOPS 5 � FLOOR PLAN RETAII SHOPS 3 tAj,� FLOOR PUN RETAII SHOPS 4 jA�= ROOR PUNS RETAIL PAD 3,CLOCKTOWER 8 PIAU 1 �,j FLOOR PLAN RETAIL SHOPS 5 ��{,A ROOF PIAN RETAIL SFIOPS 3 tµ� ROOF PUN RETAIL SHOPS 4 �{,= ROOF PIANS 6 SECTpN RETAIL PAD 3 8 CLOCKTOWER �/,j ROOF PLAN 6 SECTION RETAIL SHOPS 5 iA4,� SECTIONS RETAIL SFIOPS 3 d 1 �{,4 TRASH ENCLOSURE SFIOPS J d 5 �/,0 FLOOF2 AREA CALCUUTIONS SFpPS 3,4,5 8 PAD 3 �,/ DECORATNE FEATURE CUT SHEETS �,� TRELLIS PLANS AND ELEVATIONS �.7 DETAILS �,� DETAILS �,� COLOR ELEVATIONS RETAIL SFIOPS 3 xp�,� COLOR ELEVATIONS RETAIL SFIOPS 3 �.,s CALOR ELEVATIONS RETA�SHOPS 1 �,f COLOR ELEVATIONS RETAL SHOPS 1 �,4 CALOR ELEVATIONS RETAII PAD 3 �'.1.i COLOR ELEVATIONS CLOCKTOWER �,/ COLOR ELEVATIONS RETAIL SHOPS 5 �.� COVER SHEET �j,� ELEVATIONS RETAIL SFiOPS 7 �.� ELEVATIONS RETAII SFiOPS B �,� FLOOR PLAN RETAIL SHOPS 7 �� ROOR PLAN RETAIL SHOPS 8 �(,� ROOF PUN RETAIL SFiOPS 7 {A{,� ROOF PUN RETAIL SFIOPS 8 �= SECTIONS RETAIL SHOPS 7d8 �,� FLOOR AREA CALCUUTIONS SHOPS 7 6 8 �� COIOR ELEVATIONS RETAIL SHOPS 7 �.,� COLOR ELEVATIONS RETAIL SFIOPS 8 �� COVER SHEET �,� ELEVATIONS PAO t �,� ELEVATIONS PAD 2 M� FLOOR PLANS PAD 1 8 2 /�{� ROOF PUNS PAD 1 8 2 AND BUILDING SECTIONS w� FLOOR AREA CALCUUTIONS PAD 1 6 2 �, COLOR ELEVATIONS PAD 1 �,� COLOR ELEVATIONS PAD 2 �,� COVER SHEET �� ELEVATIONS RETAIUOFfICE fLEX 7 �� ELEVATIONS RETAIL/OFFICE fLEX 2 w„� FIRST FLOOR PLAN RETAIL FLDC 7 M/,� SECOND FLOOR PU1N OFFICE FLEX 1 M/,� FIRST FLOOR PIAN RETAIL FLD(2 M/,j SECOND FLOOR PLAN OFFICE FLEX 2 �{,� ROOF PLAN AND BUILDING SECTION RETAIUOFFICE FLEX 1 �.� ROOF PIAN AND BUUILDING SECTION RETAIVOFFICE FLEX 2 �� FLOOR AREA CALCULATIONS RETAIUOFFICE FLEX 1 8 2 �,� COLOR ELEVATIONS RETAIUOFFICE FLEX 1 �..� COLOF2 ELEVATIONS RETAIUOFFICE FLEX 2 7�� COVER SHEET iA�.I SITE SETBACK SECTIOWPLAN�VALLCA PARKWAV »� THIRD BASEMENT LEVEL PIAN 7�,p SECOND BASEMENT LEVEL PLAN �� FIRST BASEMENT LEVEL PLAN »,� GROUND LEVEI PLAN 7�� MEDANINE IEVEL PLAN 7�� SECOND LEVEL PUN iA:,p THIRD LEVEL PUN ��,r FWRTH LEVEL PLN iAi� FIFTH(ROOF)LEVEL PLAN 7AL01 BUILDMIG ELEVATIONS 7Aj,� BUILDMIG ELEVATIONS 7Ai.� BUILDING ELEVATIONS 7A=Ai BUILDMIG SECTIONS 7A1„a ENLARGED ELEVATIONS 1AL.N ENURGED ELEVATIONS 7�.M DECORATNE RAILING EIEVATION 6 DETAILS �� COLOR ELEVATIONS•PARKING STRUCTURE �,� COLOR ELEVATIONS-PARKMIG STRUCTURE �j COLOR ELEVATIONS-PARKMIG STRUCTURE B B T I N D E g MQ,O COVER SHEET M�.1 SETBACKS PLAN/SECTIONS�VALLCO PARKWAY OFFICE 1 �.p ELEVATIONSOFFICE t �,� ELEVATIONS OFFICE 1 �0 FIRST LEVEL FLOOR PLAN OFFICE 7 �,� SECOND LEVEL fLOOR RAN OFFICE t �,= THIRD IEVEL FLOOR PLAN OFFICE 1 Mj„� FWRTH LEVEL FLOOR PLAN OFFICE 1 �{,0 ROOF PIAN AND SECTION OFFICE 1 �,0 FLOOR AREA CAICULATIONS OFFICE 7 �,A COLOR ELEVATIONS OFFICE 1 �.� COLOR ELEVATIONS OFFICE 1 �,0 CAVER SHEET M�,� SETBACKS PUNISECTIONS�VALlCO PARKWAY OFFICE 2 ��,= SETBACKS PLANISECTIONS�STEVENS CREEK BWLEVARD N�,f SETBACKS PLANISECTIONS�TANTAU AVENUE �„0 ELEVATpNS OFFICE 2 M$,� ELEVATIONS OFFICE 2 w,0 FIRST LEVEL FLOOR PLAN OFFICE 2 �,� SECONO LEVEL FLOOR PLAN OFFICE 2 �,= THIRD LEVEL FLOOR PLAN OFFICE 2 Mj,� fWRTH LEVEL FLOOR PLAN OFFICE 2 �,� ROOF PLAN AND SECTION OFFICE 2 �{,0 FLOOR AREA CALCUTATIONS OFFICE 2 �A COLOR ELEVATIONS OFFICE 2 �,� COLOF2 ELEVATIONS OFFICE 2 �� CALOR 8 MATERIALS MIOiGR {��.a ILLUSTRATIVE LANDSCAPE PUN (��.a TONM SQUARE {�1.a SHOPPING PLAZA ��A/ STEVENS CREEK/TANTAU CORNER PLA7A Ir1.0� tareL �� IMAGERY 4.�� VALLCO(�LOFTS {,��,p� VALLCO(�HOiEL d GARAGE �� VALLCO(t�OFFICE {��,q TANTAU ��,� SFIOP 7�STEVENS CREEK BLVD. ��,a SFiOP I�STEVENS CREEK BLVD. �� SFIOP 8�STEVENS CREEK BLVD. ��,� UYWT NOTES AND LEGENOS ��,! 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" „ ., STEVENS CREEK BOULEVARD / Q � � � Z Q � MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T H R O D R I G U E 5 8 F A R T N E F 5 I N C. �<5 N o�t� W�1 s m a n R o a O. 5 u i�a i 0 0 M o u n t�I n V i e w C A �5 0.9 8 5.0]0 0 CONSULTANT p��HI�HMX��U�Ni��y, �,,.,,s�AR�,y,,,a 3`�,V�Z,P R��'�i��`; =_ �� ,�Z c,2,a,e T*_ : �6 30�15 � ;N��.w�(�a�"�: �,�F Cp�l�, /��\ ::�� \� r.`� ,.:. � _ ., �� :_-; :,, �-�� =. , � ;�;I'�,;'_.��. _1 r�..�,��.,,.._,w....l I .�,�u'', ��'��w..�. � .,. ;n��: REViSION �i �� PROJECT NO. ZZ.rJ�J9 DATE 12.13.13 � DRAWN BY SCALE �"=(jO' � � CHECKEDBY CIRCULATION PLAN A1 . 1 O2013 NENNETH RODRIGUES 8 PARTNERS,INC. � �,��.� *_•== �tl� .�.�._. :: ��::�: ..�.� . �� s �� IC �� r�� „i,�,� � �-.. 3' °t�°�',�,��`~►,,'''►.�� x � , �a�^��\�� '� ��y�� - • �'� �� / � �} _ ,i, .y � �;:.d t ,� •, °°:� �tA'�y,��,�.��, ' �� •�'..t, .,�1'�� a^�� y.- r• l�� h,: �'� � ,� ' �� i�i -,; �� L'.��'�4�� o . � r-� � ..3e.. __ +'�%�lta � � , �-� %� d� ��= °� �� i� �_ �r _ :�...��..�..�.....s: �� :. � �' -:- ��.'��'� ►�. �.��'�Y^ ��I ��+.r++y`I� � ., � �:, ,�.-�-�. .+:. _ sr �..�. �.i,�►� `'��:eTara as , t 1 `.,b�.I�... i � � ��a�.: ': a�� 4 �4 1" O�,'— • � ��i P � � ., � ,r p �;<, ' �oi , ` �i��`� _ -. �.,.—, ��- �� .�� i ' '.. �' �' �� "��I i11''`��'��".��'#' .� �►�N ��w d�r�" J��l� i Ma'� ,�� +lLT'�1�_ .��.��-.°' = °�,`J�,��'�r1� .-,. 1-1� . �. ��, `\,`,�;' �.\:��,� �}'�'� _ � �� -, i , I . `.�. .`� �,�'.. � �`..�q� � o �`��, ��•;;��, I�� - .aJ�i�}. -- / -- - -- -. �� ,� ,��, � �. �! �-': c - c� ��•� '_� � ��d .� �� ■ . �� . � � :6=► ii:l �.;. ��_. ,.� ''a !=�I��r�I� � �yyyy� �•��,��L � �'—.��Z ��L� t :�aa:�:t�l�l�a%\:�� . .�...� rl'riT �arr�i r�wra�sd �1CL09lJR�....,.._' R .� �I � � � �' � / 1 . : �� R ��, v � * a�,u�� `/� \�'�: _ _ :, � �r� �1 ��: _.,.�.....,�� !�r�4�L.__'. 'wal��wa L�.W� ow 7L70. 011/wIN �01�/ iti� ��N BIKE PARKIN �I A AI � ■ . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ Y I C I N I T Y 1[ A P ■ • DBFBRBBD SOBYITTALS • THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUtLDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM SHOPS 1 ■ P R 0 J E C T T B � M ■ 0 W N E R / D E V E L 0 P E R A�AtN STREET CUPERTINO AGGREGATOR, LLC. 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H 1 T E C T KENNETH RO�RIGUES dc PARTNERS. INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H O T E L A R C H i T E C T DMB ARCHRECTS 8911 Research Drive,1 st Floor Irvine,CA. 92618 C 1 V 1 L E N O I N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANDSCA�E ARCNITECT THE GUZZARDO PARTNERSHIP, INC. 181 Greenwich Street San Francisco,CA. 94111 PARKINO GARAOE ENCINEER INTERNATIONAL PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Contact Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contad Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yazalina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana ■ PLAHNING PBRYIT FILB N0 . • APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-2008-01),ARCHITECTURAL AND SITE APPROVAL(ASA-2008-06),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) ■ S H B B T I N D B g ■ 1A0.0 COVER SHEET �A�,� SETBACKS PLAN/SECTIONS aQ STEVENS CREEK BLVD 1A2.0 ELEVATIONS RETAIL SHOPS 1 1A3.0 FLOOR PLAN RETAIL SHOPS 1 ��{,0 ROOF PLAN AND SECTION RETAIL SHOPS 1 1AS.0 FLOOR AREA CALCULATIONS SHOPS 1 1C1.0 COLOR ELEVATIONS RETAIL SHOPS 1 _ ',..�..,.�.,...,.-�...�...� - f, � �t�a�C�VAI.,��-�'`l�.f,_�--IJ . R�;.�t�3nt t«sas4t �'�.'�:?e°:;tr �`f.�tif:t:::i;�S „''-- .�^,•, . rr�:, �..��♦ � �-:i "a�f I� �._..b�', � �~�,,,,,—�J.�....,.�. �� w `•�.t �9�a�� l�lii fab�'.`a,6 ■ ri � :. .., ,., � t� �t i �'��'�'r - - - ■ SCOPB OF 1fORg ■ 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF 1 RETAIL SHELL BUILDINGS TOTALING 5,930 SF. 3.CONSTRUCTION OF LANDSCAPE AND HAROSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 5.BUILD�NGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T N R O D R I G U E S 8 P A R T N E R S 1 N C. ��s N o��n w n i.m.� n o.a, s�i i. a o 0 uouo�.i� view . c� e s o.a e s.o�o 0 CONSULTANT �s�AR�y� tiV,�t�P��n *�C12,St8�* �6•30•15� N��OF CA��•� � �II� �� .� „ ■ /� ••�_ �=- � ��• � ��r� -,. �`��,.�,� � �—�` �. � � � ��..�.■ �■�,'� �=��?i��: � aewsarr �o.�cr ra. 22.559 on� 12.13.13 DRAWN BY SCALE CHECKEDBY SHOPS 1 COVER SHEET 1A0.0 OT073 KENNETH RODRIGUES 8 PARTNERS,INC. �s. ,.•�,. j ' F—� -------.. �' .___v -v �i �i � i �w::_. �..-:--,-- �--. „ . �---� �.._..___.. �---� �--- r --:. ��._.�( ----- �= --------------- ---F=F._180_2' ------- - - -- .,. .� ��:,;: , . r... R ±sze.�� .zos•-o•� T.O.P 'SETBACK � ; Z J I ► m 10' _; v EX. 10'P.U.f.� I w I 7'P.A.E. � U 6'SW �_ 1'� ? ` I � I � ?.t AIAX � I �6"CURB AND�UTTER I �/ 3i �.r �*�'�",� �.'''.�� T.O.0 �TEVENS CREEK BOULEVARD SECTION AT SHOPS 1 ��8"_��-�� \ ._ _ . ; . . , .. ._ _ .. . _ _ m==='' ��---+�- —�--�----�----�----�±-- 1 � . .� _ , _ � _____ _____ ____ --- ------ - . . -------------�-_____-_---------�`� - .�, � k_ .. ._. �. 10'P.U.E.EASEMENT LINE PROPERTY LINE STFVENS CREEK BOULEVARD � Z D C � rn I , , • ,- f ' �. . � �; � �• � (.� ��...ai��-�-;� f I , � • ,'�.t' -- i I � � �--� :� — �� _ , , � a , � ,.. , , /t... . i ,� — - --�*.� � � . , . . , . . �s, . .. . . .. .. . -------------s-----� --� 10'P.U.E.EASEMENT IINE PROPERTY LINE !�E�[ctwc c,�w CNNear�G sr�na+ MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E 1 N R 0 U R 1 6 U E i i P A R T N E R 6 �N G 1�! N o r t� W�i�m�n 11 0�♦. {Y I 1• 2 C 0 wa��,�� vi.« c� e s o o e s.o r a o CoNStxT�wT v�'l�'~N�/�n1��1 '�C72 818• �:'�63015�;� N��QF�� N ��% . , . - �' ,�' �_� � _ . - _. ' � � _ ' , �,�- � � ,� � � ___ REVISION vno.�cT ra. 22.559 aTE 12.13.13 oa�w++er scn�e 1"=30' ClffCKED BY SITE SETBACKS STEVENS CREEK BLVD. 1 A1 . 1 OIOtj KENIETH R0�7RI('aUES 8 PARTNERS,iNC. COLOR/MATERIAL KEYNOTES P� PAINT 1:"GEORGIACIAY" MANUF:DUNN EDWARD TYPE:DE5181 P2 PAINT 2:"SUNSET COVE" MANUF:DUNN EDWARD TYPE:DEC708 P3 PAINT 3:"WHITE" MANUF:OUNN EDWARD TYPE:DEW380 P4 PAINT 4:"SHORTBREAD" MANUF:DUNN EDWARD TYPE:DE6134 P5 PAINT 5:'WARM HEARTH" MANUF:DUNN EDWARD TYPE:DE6110 P6 PAINT 6:"GOLDEN CREST" MANUF:DUNN EDWARD TYPE:DE5353 P� PAINT T."ALPACA WOOL" MANUF:DUNN EDWARD NPE:DE6113 P8 PAINT 8:"DRY DUNE" MANUF:DUNN EDWARD TYPE:DE6174 P9 PAINT 9:"ENGLISH SCONE" MANUF:DUNN EDWP.RD TYPE:DE6108 I I � �PAINT 10:"YUCATAN" �PRECAST STONE:"DOESKIN" MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE TYPE:DE5269 TYPE:TRIM,CORNICE,SILL&MEDALLIONS �� PAINT 11:"SUNDOWN" �PRECAST STONE:"LIMESTONE" MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE TYPE:DE5268 TYPE:TRIM,CORNICE,SILL&MEDALLIONS R� ROOF 1:"PIKE'S POINT' P� METAL PANEL:"BONE WHITE" MANUF:AMERICAN SLATE MANUF:ALUCOBOND TYPE:SLATE TILE TYPE:WALL PANEL �METAL PANEL:"ANODIZED CLEAR" MANUF:ALUCOBOND TYPE:WALL PANEL R3 ROOF 5:"ZINC-COTE" S WOOD STAIN:"BRICK RED" MANUF:BARRIDGE MANUF:OLYMPIC TYPE:STANDING SEAM METAL PANEL TYPE:TRELLIS,BRACKET,TRIM BRD&FACIA BRD T1 STONE 1:AS SELECTED BY OWNER/ARCHITECT. ��OD STAIN:"CLEAR STAIN" MANUF:OLYMPIC TYPE:T8G WOOD BOARDS T STONE 2:"PONDEROSA VARIEGATED" CT� CERAMIC TILE 1:"DESERT SAND" MANUF:PENINSULA BUILDING MATERIALS O MANUF:ALTA VISTA BY DALTILE TYPE:STONE VENEER TYPE:CERAMIC TILE B� BRICKI:"OLD CHICAGO 8 PALOMINO BLEND" F� FRAME 1:CLEAR ANODIZED MANUF:CORONADO STONE MANUF:KAWNEER NPE:BRICK VENEER NPE:DOOW�MNDOW FRAME �PRECAST STONE:"CHAMPAGNE" A� AWNING"BLACK" MANUF:VENTURA CAST STONE MANUF:SUNBREILA TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC A4VNING � I OAWNING:"BLACK AND WHITE" MANUF:SUNBRELLA TYPE:FABRIC AWNING A3 AWNING:"WHITE" MANUF:SUNBREILA NPE:FABRIC AWNING � WEST ELEVATION I ��8" I 3 I I I EAST ELEVATION I ��8" I 4 3 J � SOUTH ELEVATION ��8" 2 �S P2 �p 1 I 29 n� 10 12 13 i �� SHEET KEYNOTES ,� SLATE TILE ROOFING O/EXTERIOR SHEATHING PER STRUCTURAL. �NOT USED.. �LARGE CUT STONE VENEER SET IN CEMENT PLASTER. 4❑ STONE VENEER SET IN CEMENT PLASTER. aFABRIC AWNING SET ON ALUMINUM FRAME. �6"IPE T8G WOOD BOARDS.CLEAR STAIN �CEDAR TRELLIS,BRACKETS,TRIM BOARDS, 8 FACIA BOARDS.STAINED OR PAINTED �BOARD AND BATTEN VWOD SIDING O/EXTERIOR SHEATHING PER STRUCT.,PAINTED. aSMOOTH,STEEL TROWEILED CEMENT PLASTER ,�O CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING �� CLERESTORY WINDOWS WITH OPAQUE WHITE FILM 12 MTL.FRAMED AWNING W/ALUMINUM PANELS 13 7'EXTRUDEDALUMINUM REVEALS BV FRY REGLET OR EQUIVALENT.CLEAR ANODIZED. ALUMINUM FRAMED AWNING W/GLASS 14 CANOPY ❑PRECAST STONE TRIM,SILL&MEDALLIONS 15 BY VENTURA CAST STONE,INC.,OR EQUIVALENT.TEXTURE:SMOOTH FINISH. BRICK VENEER SET IN PLASTER SYSTEM. s�� (RUNNING BOND PATTERN) 6_ BRICK VENEER SET IN PIASTER SYSTEM. (DOUBLE SOLDIER COURSE) 17 L.E.D.SPOTLIGHT FIXTURES 1$ STONE TILE SET IN PLASTER SYSTEM. 19 HM DOOR.PAINT TO MATCH ADJACENT WALL 20 GAS METERS-PAINT TO MATCH ADJ.WALL 21 DORESS# INDICATES BUILDING ADDRESS LOCATION-17'HIGH LETTERS 22 ALUMINUM CLAD PARAPET ALUMINUM AND GLASS FOLDING FRENCH 23 DOOR SYSTEM 24 ALUMINUM AND GLASS SLIDING DOOR SYSTEM 25 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAVNNGS AND DETAILS 26 RETRACTABIE FABRIC AWNING. 27 METAL FRAME ANMING W/ PERFORATED METAL PANEIS 2$ BRICK OR STONE VENEER EXPANSION JOINT 29 CEMENT PLASTER EXPANSION JOINT 30 COPPER GUTTER ANO DOWNSPOUT 3t OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL 32 DECORATIVE LJGHT FIXTURE,SEE ELECTRICAL DRAWINGS 1 gg KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRI PREVENTION BUREAU REQUIREMENTS 34 6"X 6"ACCESSIBILITY 1MNDOW DECAL 35 LINE OF ROOF SI.OPE BEYOND LJNE OF ROOF DRAINS AND OVERFLOW DRPJNS 36 BEYOND,CONNECT TO UNDERGROUND STORM WATER SYSTEM PER CIVIL 37 PREFINISHED ALUMINUM CAP FLASHING ❑5-0"DIA TOWER CLOCK SURFACE 38 MOUNTED DIAL 39 WROUGHT IRON MEDAWON.SEE +2T-9" DETAIL 10/A7.7 40 ROOF SCREEN,SEE DETAILS 10/A7.8 �25'-0" 41 MECHANICAL ROOF WELL W/SCREEN +20�_�. 42 POTENTIAL DOORS FOR FUTURE TENANT 43 BOARD AND BATTEN SCARF JOINT 44 TRANSFORMER 45 TRASH ENCLOSURE 46 IPE WOOD SPACED BOARDS IN STL FRAME +o.-0. NORTH ELEVATION I ��8" I 2 MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E 7 H R O D R I G U E 5 6 P A R T N E R 5 I N C. ��s N o r i n w n�.m.n R o e a, s u��. z o 0 Me��.in v�ew c� e s o c e s.o�o 0 CONSULTANT xemmnwn,yyn �`V�lr�P,ROp4j��t� T � F ��C12,818N�e �N�630155�� ♦ .° 's, ,�9 '�F CA�� ^nwu�xu� _ �0� �� „ /�� '�� ,� �� :. I �r- �� '�'�-,-,,� :r.�. i��ww_rwrr� � � � � •�_..■ �,1� �,�5��':�...: �v�sa� �ao.�cT ra. 22.559 onre 12.13.13 °�"�NeY �^�E AS SHOWN CHECKED BV ELEVATIONS RETAIL SHOPS 1 1A2.0 O2013 KENNETH RODRH'UES d PARTNERS,INC. OO �J FLOOR PLAN SHOPS 1 (5,930 SF) � ��$° � 1 SHEET KEYNOTES � EXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) � ALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING aSTOREFRONT ENTRY DOOR WITH CLEAR GLAZI NG 4� LINE OF METAL CANOPY ABOVE ❑5 LINE OF CANVAS AWNING ABOVE 6❑ LINE OF WOOD TRELLIS ABOVE � CONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS aLINE OF METAL FRAMED CANOPY WITH GLASS AWNING ga LINE OF ROOF OVERHANG ABOVE �p LINE OF SOFFIT ABOVE �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBING DRAWINGS 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWGS 13 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT 14 1 HR FIRE RATED ASSEMBLY WALL TO ROOF DECK 15 GAS METERS,SEE PLUMBING DWGS. 16 ROOF ACCESS LADDER WITH HATCH ABOVE 17 RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. 18 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT IANDSCAPE AREAS 19 FIRE SPRINKLER RISER Z� KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS 21 STRUCTURAL COLUMN,SEE STRUCT.OWGS. 22 "NANAWALL"-SLIDING DOOR SYSTEM 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM 24 STEEL TUBE COLUMN PER STRUCTURAL DWGS; PAINT FINISH 25 LINE OF WINDOW SILL 26 POTENTIAL DOORS FOR FUTURE TENANT 27 TRASH ENCLOSURE 28 TRANSFORMER LOCATION WITH SCREENING LEGEND EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. SHEATHING OVER 6'MTL.STUD FRAMING (SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAI STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE � SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF ROOF STRUCTURE �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O WINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T M R O D R I G U E S i V A N T N E R S I N C ��s N o��n w n i.m s� a o.e, s u i�a s o 0 Mo��.�� vis. c n e s o.o e s.a�o 0 CONSULTANT 5�ARCti � �� .V,�P��C� *`�C�2,s�s T* �6•30�15� N9��F CA�ZF�~ __ �I�� ,;/: � �/ �! . ■� ....�'� •:: , - �� `��_- � :r �r ��;�� _.�,� �_` �.,,..-.w�..... � �� jl;....: rt�v�sari Pao.�cT ra. 22.559 oA� 12.13.13 ORAWNBY scn�e AS SHOWN CHECKED BY FLOOR PLAN RETAIL SHOPS 1 1A3.0 OT013 KENNETH RODRIGUES 8 PARTNERS,INC. I ,........... ROOF KEY NOTES f" 7.O:R SLATE TILE ROOFING OVER METAL FR,4MING;SEE � � STRUCTURALDRAWINGS �� I � a NOT USED ..._......... •••-�•••••••• 3 NOT USED T.O.P. ��. T.O.P. SINGLE PLY ROOFING SYSTEM OVER METAL � � : 4 DECKING ............. . N . . . � ..._......... ❑5 NOT USED T.O.D. I I a FABRIC AWNING SET ON ALUMINUM FR,4ME �� I I a CEDAR TRELLIS VNTH STAIN FINISH I I �� ALUMINUM FRAMED AWNING W/GLASS CANOPY �� I I a ALUMINUM CANOPY W1TH METAL PANELS Ii �� 10 CORNICE OlMTL.FRAMING WITH SHEET METAL I I FLASHING CAP ..<',o:„.F �r�•,.:,.;;.:,.,w�.,,.,,.,.;..�,.,. ,,., ,�,,,;.::,,r„.,:,,.,,..,. ,,a,,..:.�. ._. ,,.t..,N„ �,��..�,..„.�., .:,..w, �..�,...,..�,.„. „�... ., :� , PRECAST STONE CORNICE 11 �2 RETRACTABLE CANVAS AWNING B U I L D I N G S ECTI O N ��8�� 13 pqNELS RAME AWNING W/PERFORATED METAL STEEL FRAMED SIGNAGE STRUCTURE;SEE � O 3 14 STRUCTURAL DRAWINGS AND DETAILS Q �5 COPPER GUTTER AND DOWNSPOUT � 25'-0" 5'-0" 11'-0" 24'-0" 8'-0" � 16 OVERFLOW DRAIN TO DAYLIGHT AT BOITOM OF � WALL / 17 ROOF DRAIN AND PIPING,SEE DET.3/A7.8 8 7/A7.8 9 �0 25 9 � MECHANICAL UNIT TO BE CENTERED BETWEEN I18 ROOF MEMBERS BELOW �. .�. ...«........ � ...�......... ,:�:,..�. T.O.W. T•�•W 19 METAL FRAMING,PAINTED � ...�.«...... 2 � � : o �h 4 2Q 18"X 24"LOUVERED MANSARD ATTIC VENT '� '�'� ", ,�, � .� �.�+,� n��^ --4--`-^�-,� 21 NOT USED O_ ; A �j Y� _ �= �`.� "�-"� � �`�-:::., � :z ; � -, � �_ ❑ ROOF ACCESS HATCH 30"x 35',SEE DET.5lA7.8 ..._...... � 4-�r ��..;r-.��'�- �� ' �Y � � � T.O.D. �t _ C� �- �-r,' � r,_, : 23 SPLASH BLOCK �- ;� �., � �— � -_l . . c, T�r F- �i r�_r ❑ BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER .;_ � -�- .,:-J-+. � ~-r-:--�- .-3- � 24 Foo7 ' � - , . ._ _�.. � r� .-� }� �-r --..- p � ` '� ' `' -'�1' � "v z5 METAL PANEL JOINT,SEE DETAII 3/A7.5 � � 10 � � r --K a � � � �� ' 2 �T_ 26 ROOF SCREEN � ��W/CUR6:52' W/CURB 52'� �� i i, � � `� __ , 27 6x FIRE RETARDANT TREATED WOOD RAFTER ^ � ~ �� HEIGHT HE�GHT �� ......... I I I I � 'µ ., � ,. TAI�S,SEE DETAILS T.O.W. µ ��1 O' I(^�I I I �� , ; '� . 1 J 4 L- • .i .. , ,.: K :�,_.t L_J L_J 28 GALV.SHEET METAL FLASHING �. ..:.l µr:' -1._,' . ��`: �7` / � ,,,.,.»..... 2J BRICK CORNICE VNTH SHEET METAL FLASHING rvP. r.o.a. -- 22 LEGEND o I ic i `� � DENOTES ROOF SLOPE DIRECTION 28 a � o0 OLL � ............� N � ? T.O.D. � � HVAC ROOF TOP UNIT. B .._.. — — , . .w.— �� ON 8"CURBS. 18 q HEAT PUMP UNIT o °' ON 6"SLEEPERS,SEE MECH.DWGS �� HEIGHT I HEIGHT 1 ��1 O ... I ��1 wi cuRasr wi cuRa:sr � �� 28 �c . .w' I _ 1 I _ 1 �\�� `�� MAKE-UP AIR LOUVER,SEE MECH.DWGS L_J L_J g�� ` RWL RAIN WATER LEADER TO EXTEND 5' ...-........ BEYOND BLDG.SLAB EDGE,CONNECT TO ��' ' r.o. . STORM SEWER. SEE CIVIL DRAWINGS 0 9 10 � I �� 9 OD OVERFLOW DRAIN. N 24 1l�!ft�'f.t�IM1, ° � +0�-�" DENOTES ELEVATION POINT O� 16 16 T.O.W. TOP OF WALL ELEVATION T.O.R �� t.cs . T.O.P. TOP OF PARAPET ELEVAT�ON � T.O.D. TOP OF DECK ELEVAT�ON N N C r � DENOTES ROOF SIOPE DIRECTION . _ _._. _ � ..... � �:_ : . 4 " � DENOTES EXTENT OF BUILT UP ROOF , � CRICKET-MIN.SLOPE 1/4"PER FOOT . ..._...... ..._... 4 T.O.D. •M•• ••.M.• T.O.D. � � 8�-�i 25�- .O.W. 10�-�" '-0" T.O.W. �-�" 12�-0" 2'-2" � � 1'-0 3'-2 3'-10"I , ROOF PLAN SHOPS 1 ��8�� 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 II K E N N E T H R O D F I G U E S b P A R T N E fi 5 I N C. ++s n o��n w n i a m,� a o,a, s��. x o 0 Me�n�.�� vi.w . c� a s o a e e o�o 0 CONSUITANT �Ma�MM ��S�AR ti�' ��c��w�OD��t�� Fn�� z*�C12,818 T*� ��s�so��s s�� ti 9��F CAL�� .,�«��` !, �� r�•' �� ' -/�' •i:;';�--- �� :��,, � _r- � .�.�"_.._,� �—� �'""'-""'n� � ■��' ' ��':::,:: � �. �� REVISION vao.�cT ra. 22.559 �A� 12.13.13 o�uwN sv scn�e AS SHOWN CHECKED BY ROOF PLAN AND SECTION RETAIL SHOPS 1 1A4.0 O2013 KENNE7H RODRIGUES 8 PARTNERS,INC. SHOPS 1 (5,930 S TABULATION: SHOPS 1 5,930 S.F. ,_ �.:�-:� �rD��t�v�i. �' "�,,.�,%.�.-1, i ,��..�:��r� ,�8�� 1 �. • �. f` ,{,-�x. �-----' � ��.`v'r.�il}i�tf.�2l�ICf�'i.i.*.tl�� - — K'a-t {� •. ��-�,-`��'r �'�a;�J '�� C.C a� .. `� ,,,,.��„�,,,�„�,,., ..�,.r.. i�.Y�J S1,�:`i�a:w!s'�,�,,..�,_ t'��,i;` �r ��F�I IAS 4�_��'��1 _.➢iY�� MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T H R O 0 R 1 Ca U E S 8 P R R 7 N E R 5 1 N C. ��5 N o r t� W�I s m s n R o�C, 5 u 1�• Z 0 0 M a u n 1�1 n V I�r . C A 6 S 0.9 6 5.0 7 0 0 CONSULTANT �M�MWWIIWIIpyy� .�SEO,aR�,y� �`v�c,��ROaw '�°�� . �� c�� :"'�c�2,a�s N � �* 6�30�15� *� �N� a��i figa9�"O�C�`k�c�,a _, �� ,��_, \� _�-:�!'��;: , '+ROJE NO. 22.�jrj,q DATE 12.13.13 xta r scue AS SHOWN BY FLOOR AREA CALCULATIONS 1A5.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. Res.14-122 -(Condition 12)Prior to issuance of building permits,the applicant shall revise material#18(Ceramic Tile-Alta Vista Daltile or Equivalent)on the Material Board(Sheet MB-1),and as it occurs throughout the project plans,with a higher quality stone or equivalent to the satisfaction of the Director of Community Development. The following is the material selection made by the applicant: 1. Shop 1=Quartz,China Gold. O .... �-c.-�,-..- � � m -��---� _�� 1 - �� „`�. ��'� �`� _-�� ! �,. �.. 1 ��:.� ' � � � ,>.: a�°";� `'�'2 ��v ,. �'. 3''�c�Yj. �t{� '�(d„„S. �i"£:r,�.. , `�;.. `;�''''� w+��i_ `� '..�'t �� .� ,,�bF. '#s;/4� � � �i/'�� , �F�.'°�7 .S°�. . � . , � ��#�=�r . .,,�+ ��`�C "� � �. . � , � �' ,�a�,��,:�. ,1q�., 1--. - ' ... . ... t{'"�"zw'w` :,t ns„+�Ywi„r,��y .. . . lw�� '.... .;,,, � � . .�_._f. f{ .� .-k....... , . _.�...�,w1t..��.sa_- ,-T� �st �1 . �.'��s.i:�,,.a5:� C 1 ' � '� �� s�..t ;,.. � (. � ..l r :� ��Y �yr_.# �.' � ��a.� `,� r�-,� .. . .�s.,- . ..i...a t�-.� �.�.� .._._ O COLOR/MATERIAL KEYNOTES SHEET KEYNOTES --------------------- ----------- P� PAINT 1:'GEORGIA CLAY' �PAINT 10:'YUCATAN' �PRECAST STONE:'DOESKIN' O AWNING:'BLACK AND WHITE' � SLATE TILE ROOFING OiEXTERIOR MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA SHEATHING PER STRUCTURAL TYPE:DE5181 TYPE:DE5269 TYPE:TRIM,CORNICE,SILL 3 MEDALLIONS TYPE:FABRIC AWNING �►,�pT USED P2 PMANUF�DUNN EDWARD• �� PMANUF:,DUNN ED RD �MANUFSVENTURA'CAST S ONE \J MANUF:SUNBRELLA LARGE CUT STONE VENEER SET IN TYPE:DEC708 TYPE:DE5268 TYPE TRIM,CORNtCE,SILL 8 MEDALIIONS TYPE FABRIC AWNING �CEMENT PLASTER P3 MANUF•.UNN EDWARD R� MANUF:AMERICAN SLATE �MANUF ALUCOBONO�I� 4❑ STONE VENEER SET IN CEMENT PLASTER TYPE:DEW380 TYPE:SLATE TILE TYPE:WALL PANEL I 5 I FABRIC AVIMING SET ON ALUMtNUM FRAME. P4 MANUF:DU�N EDYV RD• �MANUF q�UCpgp�•�p IZED CLEAR' �6'IPE T8G WOOD BOARDS.CLEAR STAIN TYPE:DE6134 TYPE:WALL PANEL P5 PAINT 5:'WARM HEAF2TH' R3 ROOF 5:'ZINC�OTE' �WOOD STAIN:'BRICK RED' �CEDAR TRELLIS,BRACKETS.TRIM BOAROS. 8 FACIA BOARDS.STAINED OR PAINTED MANUF�DUNN EDWARD MANUF:BARRIDGE MANUF:OLYMPIC BOARD AND BATTEN WOOD SIDING O/EXTERIOR TYPE:DE6110 TYPE:STANDING SEAM METAL PANEL TYPE:TRELLIS,BRACKET,TRIM BRD 8 FACIA 8RD a SHEATHING PER STRUCT..PAINTED. OMAANUF.UNN EDW RD r j� STONE t:,�,s SELECTED BY 01MJER/ARCHITECT �W,O�OD S�Y�PC�IEAR STAIN" 9 SMOOTH.STEEL TROWELLED CEMENT ❑PLASTER TYPE:DE5353 TYPE:T3G WO00 80AROS P� PAINT 7:'ALPACA WOOI' �STONE 2:' ' CT CERAMIC TILE 1:"DESERT SAND' �O CLEAR ANODIZED ALUMINUM STOREFRONT MANUF:DUNN EDWARD MANUF: MANUF:ALTA VISTA BY DALTILE SYSTEM WITH CLEAR GLAZING TYPE:DE6113 TYPE:STONE VENEER TYPE:CERAMIC TILE �� CLERESTORY WINDOW5IMTH P8 PAINT 8:'DRV DUNE' B� BRICKI:'OLD CHICAGO 8 PALOMINO BLEND" F� FRAME t.CLEAR ANODI2ED OPAQUE WHITE FILM MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:KAWNEER �'2 MTL FRAMED AWNING WiALUMINUM PANELS TYPE:DE6111 TYPE:BRICK VENEER T'/PE:DOOR/WINDOW FRAME OPAINT 9�'ENGUSH SCONE' �PRECAST STONE:'CHAMPAGNE' A� AWNING:"BLACK' 13 2"EXTRUDEO ALUMINUM REVEALS BY FRY MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA REGLET OR EQUIVALENT.CLEAR ANODIZED. TYPE'DE8108 TYPE:TRIM,CORNICE,SILL 3 MEDALUONS TYPE:FP$RIC AWNING ❑ ALUMINUM FRAMED AWNING W/GLASS 14 CANOPY ❑PRECAST STONE TRIM.SILL 8 MEDALLIONS 15 BY VENTURA CAST STONE.INC..OR C% C � � EQUIVALENT.TEXTURE:SMOOTH FINISH A° ` r�•" 6_� BRICK VENEER SET IN PLASTER SYSTEM. � 35 12 _ � ��&. . yb+ c:'` ►�nt- -, r �+'��s'`e`4i�+z�•, � '� � � rA� � j,y'y� � � a�-.. ..�,.. .,.a-,. l,... ,.. � f "`a :»�," b � '�°��_ k�� SA... � P2 � 29 1 9 21, 13 12 37 [ I ? i'c �. ��.i �� , ��j`' .+� e R.°F. �� '�' . :?' + 'Y��' - - .�� .,,��, ., ,� }��a.�+°�` . '__."_. .�. ... ,� + �, ��,i� �+ 19 � � � � (RUNNING BOND PATTERN) �6_ BRICK VENEER SET IN PLASTER SVSTEM. (OOUBLE SOLDIER COURSE) 6 35' 29 35 37 12 10 36 13 �17. �E,p S?47lic�qF-I�uRES. � �� f� `! " � � '' # � 1S CERAMIC TIIE SET IN PLASTER SYSTEM. .. +27'-9"�_ _�� , -- t9 N��PAINTTZT�T�HiC�AGEtTT� \ +25�-0" � WALL l LU I GAS METERS-PAINT TO MATCH ADJ WALL � � �- +ZQ'-Q' 21 �ADDRESSYt INDICATES BUILDING ADDRESS r " - - -- �-��-- � (� L_.- LOCATION-12"HIGH LETTERS r'i � %�y � ��" I Z2 I ALUMINUM CLAD PARAPET µ�� I I '?''� � `j k ',^ e` ❑ AL UMINUM AND GLASS F(x.01NG FRFN(:H +d.'�i. > . „{ +a a�;�, Z`3 DOOR SYSTEM ��'��' � ' "`� :4�? ❑ ALUMINUM AND GLASS SL�DING DOOR �!��.�,"� r� z4 SYSTEM `<. �,� .,�,��' • � y=' -r--- 25 STEEL FRAMEO SIGNAGE STRUCTLRE;SEE ' .t,�7' STRUCTURAL DRAWINGS AND�ETAILS �y ,7�,� �1 � .�� ' 1�„;'!� t 26 RETRACTABLE FABRIC ANMING. r �� u 27 METAI FRAME AWNING W/ � I ` PERFORATED METALPANELS � WEST ELEVATION ��8' 3 0 0 � F, �. o � � 12 ._ �� !37'-0" 10 12 : 29 �6 F1 - - � ��;} t F , ; {�:_ �.�+.��i.".�` .�s.: �-6!`�ZTT>-� �r� L ��-if� t�',� '^�� . ' .�.> -•. �._------.__--_� ----- .. _-�-- " _ . •��- --`-----r- n -- ; ��, � F^a . i �. `.+��v .. _ _ --- i ' �.�6, E � � , I -'-� t -_ *,�y,=�; - ' . _ . �� . _. _. ,_ _ __ _ � . _ , � ^� ' ' -..� >.. `t � ...._ s:��. � � � � . � `,1 . �. � i �E� . .�..__ . 4,; .�.. .. r . Y�.�- i� � ' � ..: � ,.i x-'t� '��.. _ . -^---�— .� �'"a .S '___ 4 ' 'F '� .�.._ "`1t� �t�p �! w,-+��7 dtv ;µ . I,F. '�'n � k , `- ,.�:�f""1't'�"' .�..'��.t � i ;q, a �� ' °%,� ; .. ' �' _., q y i_ 4• ��:�. � - - ----------� `;`" , . � �;;;� . ,�- �.'� r 3P.- ,�� i ' S�'3yr'�c�s'��.� : _ �_ :. .•�� 1 � ';,.� . - . t � .,,,, ;-�'� ''`a;' .a�` '��.��4�ify-�'�K.'' � t :':r^*��"'��'" f :.� ''c''s�. � f•" i'�" ` � 7�� '?«; � . , _ �_ . .,., 4� • � �.y,..�. . , � � � �} ��, ...: ;,.� y�--�� ,��'��'r,�� . ��i, . �- I -- r, �� ; - � � k . ..� '"_T . . . �� ' - f � 'l. � � t,� � � .__/µ� `,� N,� �T, � f�.� �� y� ��,�j ., . �� .1, tt f .._ ;.,. .. - ,��x.w��r..,r�. ..�x �. .d'�`ksrrL�. a�'. �: 'V . . .. EAST ELEVATION I ��S' I 4 28 BRICK OR STONE VENEER EXPANS�ON JOINT 29 CEMENT PLASTER EXPANSION JOINT 3O COPPER GUTTER AND DOWNSPOUT 31 OVERfLOW DRAtN TO DAYLIGHT AT BOTTOM OF WALL � DECORATIVE LIGHT FIXTURE.SEE ELECTRICAL DRAWINGS SOUTH ELEVATI ON �IB� ') �KNOX BOX SYSTEM{KEY BOX)LOCATE PER FIRE PREVENTION BUREAU RE�UtREMENTS a8"X 8"ACCESSIBIUTY WINDOW DECAL P2 � O gs UNE OF ROOF SLOPE BEYOND � LINE OF ROOF DRAINS ANO OVERFLOW DRAINS BEYOND,CONNECT TO UNDERGROUND STORM 9 10 i2 13 WATER SYSTEM PER CtVIL ^ 37 PREFINISHED ALUMINUM CAP FtASHING 8'-0"DIA.TOWER CLOCK SURFACE � MOUNTED DIAL 39 WROUGHT IRON MEDALLION.SEE +27�.9„ DETAII 10/A7 7 ��'� 4O ROOF SCREEN.SEE DETAILS t0/A7.6 � ;� 41 MECHANICAL ROOF WELL W/SCREEN .y,� � �� ' 42 POTENTIAL DOOFiS FOR FUTURE TENANT '�'� �`'^•� � 43 BOARD AND BATTEN SCARF JOINT §, � � `.��..�. � s ��" � TRANSFORMER �z� ��'�" �'" �,' •• 4S TRASH ENCLOSURE � .� �"��--.�;c -:?' �I --. § �� *� : +�"��` �,�, �IPE WOOD SPACEO BOARDS IN STL.FRAME d -- � � "�� Y � � . 1 _, r��,.. .� 34� �,9 NORTH ELEVATION I 1e• I 2 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � B K E N F E T H q O D R I O U E 5 ! V�R 1 N!it 9 Y L ��s n o.�n w h .r.o a o o a. s��. x o 0 wo��. , v�.. . c� e e o.o e s u i o 0 CONSULTANT �wurr ��:4.�y �`�"��''''�`�., `i;tj� .�. �"�"C12,878- *i�63013�:{t N�:, :.Q ��CA�� m�rn.� �.� ��^, %� w�"'� i .� '�' �� +41M/t� ��M11s REVISIpN 11.15.12 PLAN CHECK SUBMITTAL SET 02.08.13 RESPONSE TO PLAN CHECK 1 02.28.13 ASA REVISIONS Pao.iecT Ho. 22.559 OATE �i.i�J.�i 2 or+nuun ev �e AS SHOVVPI CXiECNED BY COLOR ELEVATIONS RETAIL SHOPS 1 C1 .0 O2013 KENNETM RODRIOUES t PARTNERS.R1C s . . a � n ree u e � no STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA SHOPS 3, 4, & 5; PAD 3; CLOCKTOWER ■ V I C I N I T Y M A P ■ ■ P R 0 J E C T T E A M ■ ■ S H E E T I N D E X ■ • DEFERRED SUBINITTALS • THE FOLL0IMNG ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.1 FOR CONFORMANCE TO AP�UCABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPR�NKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR'PUCEHOLDER PURPOSES'AND REQUIRE A SEPARATE MASTER SIGN PROGRAM 0 W N E R/D E V E L 0 P E R MAIN STREET CUPTERTINO AGGREGATOR LLC 203 Redwood Shores Pkwy,Suita#200 Redwood City,CA 94085 A R C H I T E C T KENNETH RODRIGUES dc PARTNERS, INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA.94043 H 0 T E L A R C H I T E C T DMB ARCHITECTS 8911 Research Drive,1st Floor Irvine,CA.92618 C 1 V I L E N G I N E E R SANDIS 938 E.Duane Avenue Sunnyvale,CA.94085 L A N D S C A P E A R C H I T E C T THE GUZZARDO PARTNERSHIP, INC. 181 Greenwich SVeet San Francisco,CA.94111 P A R K I N G G A R A G E E N G I N E E R INTERNATIONAL PARKING DESIGN INC. 1201 Marina Village Parkway,Suile 700 Alameda,CA.84501 Phone 650.344.1500 x 117 Fax 850.344.0852 Contact Kevin Daro Nandy Kumar Karen Ngo Phaie 650.985.0700 Fax 650.960.0707 Comad Kenneth Rodrigues,FAIA Kevin Jonas Phone 949.272.0200 Fax 949.272.0201 Contacl Henry Wong Phone 408.838.0900 Fax 408.838.0999 Comap Ken Olcott Sleve Yasilina Phone 415.433.4872 x 18 Fax 415.433.5003 CoMad Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 CoMad Raju N.Nandwana - PLANNING PERMIT FILE N0 . • APPROVED MODIFICATIONS(M-2011-09)TO TME PREVIOUSLY-APPROVED MASTER USE PERMR (U-200&Ot),ARCHRECTURAL AND SITE APPROVAL(ASA-2008-06),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHRECTURAL AND SITE APPROVAL(ASA-2011-24) 2A0.0 COVER SHEET 2A1.1 SETBACKS PLAN/SECTIONS @ STEVENS CREEK BLVD 2A2.0 ELEVATIONS RETAIL SHOPS 3 $�,� ELEVATIONS RETAIL SHOPS 3 Qp2,2 ELEVATIONS RETAIL SHOPS 1 2A2.3 ELEVATIONS RETAIL 5HOPS 4 2A2.4 ELEVATIONS RETAIL PAD 3 2A2.S ELEVATIONS CLOCKTOWER 2A2.6 ELEVATIONS RETAIL SHOPS 5 2A3.0 FLOOR PLAN RETAIL SHOPS 3 2A3.1 FLOOR PUN RETAIL SHOPS 4 2A3.2 FLOOR PLANS RETAIL PAD 3,CLOCKTOWER d PLA7A 1 2A3.3 FIOOR PIAN RETAII SHOPS 5 2A4.0 ROOF PUN RETAIL SNOPS 3 2A4.1 ROOF PLAN RETAIL SHOPS 4 2A4.2 ROOF PLANS 8 SECTION RETAIL PAD 3 S CLOCKTOWER 2A�.3 ROOF PLAN 8 SECTION RETAIL SHOPS 5 2A4.4 SECTIONS RETAIL SHOPS 3 R 4 2A5.0 TRASH ENCLOSURE SMOPS 365 2A6.0 FLOOR AREA CAICULATIONS SHOPS 3,4,5 8 PAO 3 A7.0 DECORATIVE FEATURE CUT SHEETS A7,� TRELLIS PLANS AND ELEVATIONS A�.7 DETAILS A7.a DETAILS 2C1.0 COLOR ELEVATIONS RETAIL SHOPS 3 QC�,� COIOR ELEVATIONS RETAIL SHOPS 3 2C1.2 COLOR ELEVATIONS RETAIL SHOPS 4 2C1.3 COLOR ELEVATIONS RETAIL SHOPS 4 2C1.4 COLOR ELEVATIONS RETAIL PAD 3 2C1.5 COLOR ELEVATIONS CLOCKTOWER 2C1.6 COLOR ELEVATIONS RETAIL SHOPS 5 - SCOPE OF 1fORK • 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF 4 NEW RETAIL SHELL BUILDINGS TOTALING 28,134 SF. 3.CONSTRUCTION OF LANDSCAPE AND HAR0.SCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.NEW TRASH ENCLOSURES AS SHOWN ON BUILDING PLANS AND ELEVATIONS. 5.SfTE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 6.BVILDINGS SHALL COMPLY NATH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER�ATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY,CA 94065 11 NEHNETN IIOORIO�Ei • �111TH[11{ Iwt. ..s .e.�n wn�,T.. •o.a, a��. xoa �...�.�. ��... o. .�...��..�.. cowsuiTµr �`'ED ARC,y� VV�p��T�n � *�C72.818 r* �630�15� tl��B ,Q 9��CA��F� �II\ �� j♦ �.,` „ / !,_]��''�r�-- �•._rl � ��::..::�. �Y�iY REV1610N vRaecr w.22,559 o�*e 12.13.13 ORANM BY SCALE CMECIQD BV SHOPS 3,4,5, PAD 3, 8�CLOCKTOWER COVER SHEET 2A0.0 O7013 KENNETH RODRIIXIES 6 PMTNERS,INC. _________________________________\__"_______"_"__-_-'-____" ' � � \ \ � �, i ��'s. I � . (� �--------------------1------------�------------�---- -----�----\S��'-° ------ � � � � --(------------I- �� ------- i I I ' � ��F � �`� ' � I .. � � � � I I � \\� . _ - -- � � , �. � � � � � � ; � � � i i I I F.F. 183.3' � R � ' i � i ---------------------- �� +zza,_o.. STE`iENS CREEN Bl� � I I ' , � i � +z�s�--o� I------------------- -------1--- � �PRO C1)NC ARCHlTfC1URAL EL�AIEN� � I i —------------ ' I I .2i i._o. -- ---------r-=�$ , i � I i 1 �` 35'S£1BACK � , , , . , ,, � , � � �o' w . � �� X. 10'P.U.E. j z i �� 'S � �j � dr P.A.E. �v � � �Y � �� I W i � �� I � �� U j ?x Mq � \�� j Z j6�,�'QC�URB AND(,1(/TTFR \ ±T.O.CY ------ PRO�AECIING ARCHIIECTURAL ELEMEN � (NON—FLDOR ARfA) STEVENS CREEK BOULEVARD SECTION AT SHOPS 4 1/8"=1'-0" STEPS W/HANDRAILS v � � ,� MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E S 8 P A R T N E R S I N G �<5 N o.+n w n�,m a� a o a a . 5��a x o 0 M o u n�e i n V i e w C A 8 5 0 9 fi 5.0)0 0 CONSULTANT �`'E�ARch'i '\.�?.r�ROQq�'v�\T�� aq � "_�,c�z,a�a T�� *?�6 30�15�� N]'s� �,Q 9�0�,,��' �II� -�� „ �� :. ■� _�.:�;� .,,;:� � �i 1 .i� Y;��_�� .1Yr��i�,��r��YY� .'ll�� ■ ��I�I�IM�w� �'� � ,:;' �I��(■:.M��: J REVISION PROJECTNO. 22.�j'rj9 OATE 12.13.13 DRAWN BY SCALE �"=3O' CHECKED BY SITE SETBACKS STEVENS CREEK BLVD. (Modified) 2A1 . 1 O2013 KENNE7H RODF3IGUES 8 PARTNERS,INC. NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED BY PENINSULA BUILDING MATERIAIS. +34"-10_ +32'-8" +28'-0" +16_-8" +�2'-0� ��-0" O II 20 6 45 O � 46 I 10 � +32'-8"� ST �S P3 O O I 35 39 �-:=� COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 1:'GEORGIA CLAY" �PAINT 10:'YUCATAN' �PRECAST STONE:"DOESKIN" A2 AWNING:"BLACK AND WHITE" �SLATE TILE ROOFING O/EXTERIOR SHEATHING PER MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA STRUCTURAL. TYPE:DE5181 TYPE:DE5269 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING �SLATE ROOF TILE. Pz PAINT 2:"SUNSET COVE" �PAINT 11:'SUNDOWN" �PRECAST STONE:"LIMESTONE" A3 AWNING:'WHITE' MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA a LARGE CUT STONE VENEER SET IN CEMENT PLASTER. TYPE:DEC708 TYPE:DE5288 TYPE:TRIM,CORNICE,SILL&MEDALLIONS TYPE:FABRIC AWNING P3 PAINT 3:"WHITE" R� ROOF 1:'PIKE'S POINT' Q METAL PANEL:"BONE WHITE" 4❑STONE VENEER SET IN CEMENT PLASTER. MANUF:DUNN EDWARD MANUF:AMERICAN SLATE MANUF:ALUCOBOND TYPE:DEW380 TYPE:SLATE TILE TYPE:WALL PANEL �FABRIC AWNING SET ON ALUMINUM FRAME. P4 MANUF:DU N EDWARD^ �MANUF AWCOBOND IZED CLEAR" �g•IpE T8G WOOD BOARDS.CLEAR STAIN TYPE:OE8134 TYPE:WALL PANEL �CEDAR TRELUS,BRACKETS,TRIM BOARDS, P5 PAINT 5:"WARM HEARTH' R3 ROOF 5:'ZINGCOTE' �WOOD STAIN:"BRICK RED" � &FACIA BOARDS.STAINED OR PAINTED MANUF:DUNN EDWARD MANUF:BARRIDGE MANUF:OLYMPIC BOARD AND BATTEN WOOD SIDING O/EXTERIOR TYPE:DE8110 TYPE:STANDING SEAM METAL PANEL TYPE:TRELUS,BRACKET,TRIM BRD&FACIA BRD Q SHEATHING PER STRUCT.,PAINTED. P6 PAINT 6:"GOLDEN CREST" T� STONE 1:AS SELECTED BY OWNER/ARCHITECT. �wOOD STAIN:'CLEAR STAIN" MANUF:DUNN EDWARD MANUF:OIYMPIC 9❑SMOOTH,STEEL TROWELLED CEMENT PLASTER TYPE:DE5353 TYPE:T&G WOOD BOARDS PAINT 7:"ALPACA WOOL" STONE 2:'PONDEROSA VARIEGATED" CERAMIC TIIE 1:"DESERT SAND' CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM P� MANUF:DUNN EDWARD �MANUF:PENINSULA BUILDING MATERIALS �MANUF:ALTA VISTA BY DALTILE �� WITH CLEAR GLAZING TYPE:DE8113 TYPE:STONE VENEER TYPE:CERAMIC TILE �� CLERESTORY WINDOWS WITH P8 PAINT 8:"DRY DUNE" B� BRICKI:"OLD CHICAGO 8 PALOMINO BLEND" F� FRAME 1:CLEAR ANODIZED OPAQUE WHITE FILM MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:KAWNEER �2 MTL.FRAMED AWNING W/ALUMINUM PANELS TYPE:DE8114 TYPE:BRICK VENEER TYPE:DOOR/WINDOW FRAME PAINT 9:`ENGLISH SCONE' PRECAST STONE:"CHAMPAGNE' AWNING:"BLACK" 13 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR P9 �C A1 EQUIVA�ENT.CIEAR ANODIZED. MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA ALUMINUM FRAMED AWNING W/GLASS TYPE:OE6108 TYPE:TRIM,CORNICE,SILI&MEDAILIONS TYPE:FABRIC AWNING 14 CANOPY _`i `� 5 � � 41' �7� 39 7 � �_r� a O C O O � ST �S �C �S O �� n n 15 �n n � � : 1 :" �\ (■I■I�I�� I 411�ii? � �1IIII�III11�11111�11111�1111�11111�11111�'I111�11 � II�Nill�llltl�Itli�lll/I IIItII�IU�l�11111111111�1 � '�!�� 1�IIIU10�;�11111 IIIIII�IIIIII�IIIII�IIIII�IIIIII�IIIIII.....,_...__.._.,_...__..� i��i I iur�iamuu�unnirnnunin�iw�nnn�iuri�imi�i�nwun�inn�n - - - uu�i�iur�iun�nm�umiu�i�ium umn miuii�m�i�nnmu�� i 11�11111�111/1�IIII�IIIIU11111�11111�1111111111!��U�I�IIIII�IIIII�ltlll�llllp ' nnuu�i�nm uun�iu�i�wiwwi�wuunniuiunrnui�imirnuunu Ilt��I1111�111111�11111�111�1�11111�111�1�11111�11111�11111�11111�11111�11111�11 �IIIII�I111!�I1111�11111�11111�111�1�11111�1111�11'JI�IIIII�IIIII�IIIII�IIIII�i 1 11/IIII�"'� i�ll��l�i.�J��-�, ��li��..�M 1 1�,._.,�:,' '''f' �.,.. + ..�.�..a:._M ' �� 7 �_ �� _� ' �� ■�� -r- — — � _��i .��ni i� ��.� ��l��' �U`� �� 36 � �` ` � �� , \� ,��+ i I I,I I IiI��I.I��II!'I�1�_� I il�i�:Ii�I � � � m 4 30 41 35 � v� � m � i�eiii �PRECAST STONE TRIM,SILL&MEDALLIONS BY VENTURA 15 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH. BRICK VENEER SET IN PLASTER SYSTEM. �� (RUNNING BOND PATTERN) � BRICK VENEER SET IN PLASTER SYSTEM. (DOUBIE SOLDIER COURSE) 17 L.E.D.SPOTLIGHT FIXTURES �$ CERAMIC TILE SET IN PIASTER SYSTEM. SEE PAD 3 ELEVATIONS �J HM DOOR.PAINT TO MATCH ADJACENT WALL ,________________�_______________________________� 2O GAS METERS-PAINT TO MATCH ADJ.WALL `I 2� rODRESS#' INDICATES BUILDING ADORESS � � e,__,J IOCATION-12"HIGH LETTERS � 22 ALUMINUM CLAD PARAPET � z3 ALUMINUM AND GLASS fOLDING FRENCH i DOOR SYSTEM � � 24 ALUMINUM AND GLASS SLIDING DOOR � SYSTEM � 25 STEEL FRAMED SIGNAGE STRUCTURE;SEE � STRUCTURAL DRAWINGS AND DETAILS , � 26 RETRACTABLE FABRIC AWNING. _ _ = 27 METAL FRAME AWNING W/PERFORATED METAL PANELS � j 2$ BRICK OR STONE VENEER EXPANSION JOINT , , � 2J CEMENT PLASTER EXPANSION JOINT t 1 � 30 GALV.SHEET METAL GUTTER AND DOWNSPOUT, �, � r. m � PAINTED. � 31 OVERFLOW DRAIN TO DAYUGHT AT BOTTOM OF WALL , i32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS _____________��__�______�______�__�____»_� gg KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS SHOPS 3—EAST ELEVATION v8° 2 �s"xs"ACCESSIBILITYWINDOWDECAL 35 LINE OF ROOF SLOPE BEYOND �•--°------------------------�� LIN OF ROO DRAINS AND OVE FLOW DRAINS SEE CLOCK TOWER ELEVATIONS-�1 � 36 BEYOND,CONNECT TO UNDERGROUND STORM � � WATER SYSTEM PER CIVIL 37 PREFINISHED ALUMINUM CAP FLASHING � �, �',; �, � 3$ e'-0"DIA.TOWER CLOCK SURfACE MOUNTED DIAI i Z 'I ! '�:� i' j 4 39 WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 ; ,I �.^, ,;j'��. I +34'-10" � � �'' � 40 ROOF SCREEN,SEE DETAILS 10/A7.8 � 36 43 I 1 �,� j','' ; 41 MECHANICAL ROOF WELL W/SCREEN +3O'-O" � � ' � � a POTENTIAL DOORS FOR FUTURE -- --� � �i'�C�'s? �i ' � 42 TENANT i � 1„ � ''"- `y -" i 43 BOARD AND BATTEN SCARF JOINT i � 44 TRANSFORMER 1 � � 45 TRASH ENCLOSURE i46 IPE WOOD SPACED BOARDS IN � , , i STL FRAME i 47 8"METAL SPACED SLATS,IN STEEL FRAME „ , \ ;` ; _ _ ATER FOUNTAIN FEATU , EE SHEET A7.0 ` -. 48 W RE S . , . � _ , , � WROGHT IRON BARN BRACKET AND WELL �- 49 PULLEY WITH LIGHT FIXTURE,SEE SHEET A7.0 x. , \ ,, ,x 5Q LIGHT FIXTURES .� ; . : �- �_. � �� : - °" '-Y r,J r)a ��,�� r�if/l,%; ^I a Y� �a � :. %3 Y)a j(( 1/�s �,+,`, - LY� ` x , ,_, .�.� .� _ ,�,, 36 � ��----------------------------� � SHOPS 3—NORTH ELEVATION ��8' 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 s K E N N E i M R O D R I G U E S 8 P A q T N E R S 1 N C. ��S N o r t� W�1 s m�n R o�O , S u 1 1• �4 0 M o u n t�1 n V 1 a w . C A !S 0.0 6 3 0]0 0 coNSU�vwr �5�°A R�tii �V�P R�D��'�n *�C12,818 T* �6•30•15� �'��F�A�1��,3 _ /II\ ��,1 ! „ �j ■, ...�� •'' :�` �� :' ��r �^ :1 � a�. �� i�a�_�..... �. �,.^� � t-•�....�. , ��,.i�i■':..-.,: aewsari Pao.�cr rro. 22.559 on� 12.13.13 oanwNev scue AS SHOWN CHECKEO BY ELEVATIONS RETAIL SHOPS 3 2A2.0 O2013 KENNE7H RODRIGUES 8 PARTNERS,INC. NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED BY PENINSULA BUILDING MATERIALS. COLOR/MATERIAL KEYNOTES P� PAINT 1:"GEORGIA CLAY" MANUF:DUNN EDWARD TYPE:DE5181 P2 PAINT 2:"SUNSET COVE" MANUF:DUNN EDWARD TVPE:DEC708 P3 PAINT 3:"NMITE" MANUF:DUNN EDWARD TYPE:DEW380 P4 P'�NT 4:"SHORTBREAD" MANUF:DUNN EDWARD TYPE:DE6134 P5 PAINT 5:"WARM HEARTFf' MANUF:DUNN EDWARD TYPE:DE6110 P6 P'°'�NT 6:"GOLDEN CREST' MANUF:DUNN EDWARD TYPE:DE5353 P� PAINT 7:"ALPACA WOOL" MANUF:DUNN EDWARD TYPE:DE6113 P$ PAINT 8:"DRY DUNE" MANUF:DUNN EDWARD TYPE:DE6114 P9 PAINT 9:"ENGUSH SCONE" MANUF:DUNN EDWARD TYPE:DE6108 �PAINT 10:"YUCATAN" �PRECAST STONE:"DOESKIN" MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE TYPE:DE5269 TYPE:TRIM,CORNICE,SILlB MEDALLIONS �� PAINT 11:"SUNDOWN" �PRECAST STONE:"LIMESTONE" MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE TYPE:DE5268 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS R� ROOF 1:"PIKE'S POINT' P� METAL PANEL:"BONE WHITE" MANUF:AMERICAN SLATE MANUF:ALUCOBOND TYPE:SLATE TILE TYPE:WALL PANEL P METAL PANEL:"ANODI2ED CLEAR" MANUF:ALUCOBOND TYPE:WALL PANEL R3 ROOf 5:"ZINC-COTE" S WOOD STAIN:"BRICK RED" MANUF:BARRIDGE MANUF:OLYMPIC TYPE:STANDING SEAM METAL PANEL TYPE:TRELl1S,BRACKET,TRIM BRD 8 FACI T1 STONE 1:AS SELECTED BY OWNER/ARCHITECT. ��OD STAIN:"CLEAR STAIN" MANUF:OLYMPIC TYPE:T8G WOOD BOARDS �STONE 2:"PONDEROSA VARIEGATED" CT� CERAMIC TILE 1:"DESERT SAND" MANUF:PENINSULA BUILD�NG MATERIALS MANUF:ALTA VISTA BY DALTILE TYPE:STONE VENEER TYPE:CERAMIC TILE B� BRICKI:"OLD CHICAGO&PALOMINO BLEND" F� FRAME 1:CLEAR ANODIZED MANUF:CORONADO STONE MANUF:KAWNEER TYPE:BRICK VENEER TYPE:DOORAMNDOW FR,4ME �PRECAST STONE:"CHAMPAGNE" A� AWNING:"BLACK" MANUF:VENTURA CAST STONE MANUF:SUNBRELLA TYPE:TRIM,CORNICE,SILL&MEDALLIONS TYPE:FABRIC AWNING • � • O O � � � � � m I' � / 1 I11�11 I11�'��I11�1�111�1�111�1�11111�11111�1111111111�1�11111� 111111 �IIIII�IIIII�IIIIli�11111�111111�11111�11111/I111�/1111 !/Ilj (II�II111�1111!IIIIII�lllll�lllll�lllll�lllil�lllli�lll 111�1 111�11111�1111�I1111�1111!�I111'�1111:�11111�11111�11 I111!I III�,�IIIII�IIIII�IIIII�IIIII711111�1111�1111111�11111� �1111 �11111�11111�11111,711111�q1Y:�11111�11111�1111�1111 n� nru ni�iuw mmnm�iunrmn�m nrmr�m III�I I�I�IIIII�IIti�11111�11111�IIIII�IIIIi�1111�I11II�11 III�II 111�'.�IO�I�III�I�III�I�III�I�III�I�III�I11111/I�III�I� I � � ��- � � �r � I' ti � � �!�%/////�IV/r 1�`�� }� ►�`/ . ''. � �.-Y�;. \��/� F1 CT1 � � minrnun�nnirmnrnn��nni�im��nni�nn rmnrnn��nni�imunm�mr�nnr�nw�iunrn n�rn��nuunir��ouiriu ii�mn�iun�nuiw�n i II�IIIIII'11111�I1111�11111�i1111�11'Il�lllli�lllll�l�.I�IIIII�IIIIi�llll'�II11'�1111�'Illi�llllll�llllllllllli�lllll�ll�i�lllll�llll;�lll/��IIIII�llllli�lllll;�llll i�lll� ui�uu�uui��un�iun�u�n��s3ss��rrr�� / '�:�l�1 ! ! ! 4 ! 1 ! 1 !�t , Ji:S�l��if � ' �' � %�%I'j�� —f �- —� �� A),% __ __ -■�i 1--, __ �� , � r � �1:i� �� . u��_ . ��;�1 � ■� .��. .� - _= i �a�n m m m7 +34�-��" +29'-9" -------±18'-0" 0'-0" P3 �S 5 �-�------ [ •—� --— �� -.,.i?-,_. 36 SHEET KEYNOTES O� AWNING:"BLACK AND WHITE" �SLATE TILE ROOFING O/EXTERIOR SHEATHING PER MANUF:SUNBREILA STRUCTURAL. TYPE:FABRIC AWNING �SLATE ROOF TILE. A3 AWNING'WHITE" MANUF:SUNBRELLA 3❑I�,RGE CUT STONE VENEER SET IN CEMENT PLASTER. TYPE:FABRIC AWNING 4❑ STONE VENEER SET IN CEMENT PLASTER. 5❑FABRIC AWNING SET ON ALUMINUM FRAME. �6"IPE T8G VJOOD BOAROS.CLEAR STAIN � CEDAR TRELLIS,BR.4CKETS,TRIM BOARDS, 8 FACIA BOARDS.STAINED OR PAINTED BOARD AND BATTEN WOOD SIDING O/EXTERIOR A 8RD a SHEATHING PER STRUCT.,PAINTED. aSMOOTH,STEEL TROWELLED CEMENT PLASTER 10 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING �� CLERESTORY WINDOWS WITH OPADUE WHITE FILM �2 MTL.FRAMED AWNING WlALUMINUM PANELS �3 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR EQUIVALENT.CIEAR ANODIZED. �ALUMINUM FR,4MED AWNING W/GLASS 14 CANOPY ❑PRECAST STONE TRIM,SILL&MEDALLIONS BY VENTURA 15 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH. BRICK VENEER SET IN PLASTER SYSTEM. �� (RUNNINC BOND PATTERN) „4. �...�� v w..��+� sBRfC EER SET IN PLASTER SYSTEM. � (DOUBL OLDIER COURSE) � 17 L.E.D.SP�TLIGHT FIXTURES n �"` � ....1�......-.'��«�� / 18 CERAMI TIIE SET IN PLASTER SYSTEM. ��, f, JYi.�'ir:`�.'�':'�:�. � � ar�..�. , j, i:;t"`�'=�-'��`.'-�"+3xr 19 HM DOO PAINT TO MATCH ADJACENT WALL 20 GAS ME RS-PAINT TO MATCH ADJ.WALL ,� � -, r INDICATES BUILDING ADDRESS �'"�;� ' • ` `"C.:►-i•�_�.:,�-1: - � �DDRES �'�• � ,..,,._-.__.. LOCATION-17'HIGH LETTERS � • . 22 ALUMIN CLAD PARAPET � �'� Y ❑ ALUMINU�I AND GLASS FOLDING FRENCH �+ •.. !"'.,..� ,+.s': tf[ r j 23 DOOR S TEM � �� " �-`�. .. .....�-�� .�._...!.��.,.r,. p • 24 ALUMINU AND GIASS SLIDING DOOR SYSTEM € 25 STEEL F MED SIGNAGE STRUCTURE;SEE ❑ STRUC DR.4WINGS AND OETAILS ;� TRAC BLE FABRIC AWNING. �r,�t;t Q ti";`�+�'"�'�' - METAL F E AWNING W/PERFORATED METAL � � 27 PANELS r t'�"s`r� `•�i BRICK O�TONE VENEER EXPANSION JOINT ¢ � 29 CEMENT PLASTER EXPANSION JOINT ;� w�� . �"'��'� 30 'l�lLO.SHEET METAL GUTTER AND DOWNSPOUT, PAINTED. 31 OVERFIOW DR.41N TO DAYUGHT AT BOTTOM OF WALL 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICA�DWGS S H O PS 3-WEST E L EVATI O N ��8�� 2 33 �OX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS 34 g�X 5'ACCESSIBI�ITY WINDOW DECAL 35 UNE OF ROOF SLOPE BEYOND LINE OF ROOF DRAINS AND OVERFLOW DRAINS 36 BEYOND,CONNECT TO UNDERGROUND STORM WATER SYSTEM PER CIVIL 37 PREFINISHED ALUMINUM CAP FLASHING 38 5-0"DIA TOWER CIOCK SURFACE MOUNTED DIAL P3 ST2 6 39 WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 ] 43 8 35 36 20 21 4 45 40 ROOF SCREEN,SEE DETAILS 10/A7.8 +34'-10" —' -- '—' —'—' --- —'— ' '—'—' +32�_8� 41 MECHANICAL ROOF WELL W/SCREEN '—'—' -- —'——'I'—'—' '--- �POTEPfTIAL DOORS FOR FUTURE 42 TENANT _ +28'-O" 43 80ARD AND BATTEN SCARF JOINT 44 TRANSFORMER 45 TRASH ENCLOSURE �46 IPE WOOD SPACED BOARDS IN STL FRAME ^` -- --- � _�� _ 47 5'METAL SPACED SLATS,IN STEEL FRAME ,��' L_��S�I 48 WATER FOUNTAIN FEATURE,SEE SHEET A7.0 f 111' i 49 WROGHT IRON BARN BRACKET AND WELL _.,�, f�� i PULLEY WITH UGHT FIXTURE,SEE SHEET A7.0 r�i•� ��Y 50 LIGHT FIXTURES �,� �� , - �1,� . . �� ,t ` ��. , 1r , �r. �ii> ' :i� � �{��.r :.{� - �rl �. �� r�,-�� i�' �� f�t - SHOPS 3-SOUTH ELEVATION I ��$" I 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O 0 R I G U E 5 6 P A R i N E R 5 I N C ��e r+o��n wnism.� ao.a , suii• zoo Mou��.io v�e. c� e s o.o e s.o�o 0 CONSULTANT �,anMwuw�ryyn.r �°��V�P�� * �C12,818 T *� �6•30•15 � e i N� S�� OF CA�`�� n`"+�nnnn.wm�a �II� �� _.�. „ •� �/` �� ::�--� � �:r �_r '�sl. �� —�... � ��^. . � .,...... � �I�rw�I■':�..—�: J; aewSaN axo.�cr No. 22.559 on� 12.13.13 oanwNev ��E AS SHOWN CHECKEDBY ELEVATIONS RETAIL SHOPS 3 2A2. 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED BY PENINSULA BUILDING MATERIALS. .�/`i' I I II�IIII I� I I I li �� ;: �ill I�i� �� i 'I; -�.; i t ' � i �,3' i � � ' ;;' r' 'I ; ' ' 43 � ., i � , �r� ' ' ��,�°� _ � � , a '. �� ''' ; � , � SEE CLOCK TOWER ELEVATIONS � +so�-o• iiu�iriu�i�u m�mmninii� I�IIIII�IIIII�illll�lllli�lllll■ 111�11111�1111�I1111�11111�11111 u�irio�wu nriu��iur�iw 111111�11111�1:111�11111�11111�11 .r.�.;"r.� �i ili�ili;�i��i i ��II��I�� '� � � 50 2 COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 1:"GEORGIA CLAY" R� ROOF 1:"PIKE'S POINT" �WOOD STAIN:'BRICK RED" a SLATE TILE ROOFING O/EXTERIOR SHEATHING PER 35 LINE OF ROOF SLOPE BEYOND MANUF:DUNN EDWARD MANUF:AMERICAN SLATE MANUF:OLYMPIC STRUCTURAL. LINE OF ROOF DRAINS AND OVERFLOW DRA�NS TYPE:DE5181 TYPE:SLATE TILE TYPE:TRELLIS,BRACKET,TRIM BRD&FACIA BRD a SU1TE ROOF TILE. 3fi BEYOND,CONNECT TO UNDERGROUND STORM P2 PAINT 2:'SUNSET COVE' �WOOD STAIN:"CLEAR STAIN" WATER SYSTEM PER CIVIL MANUF:DUNN EDWARD MANUF:OLYMPIC a LARGE CUT STONE VENEER SET IN CEMENT PLASTER. 37 PREFINISHED ALUMINUM CAP FLASHING TYPE:DEC708 TYPE:T8G WOOD BOAROS P3 PAINT 3:"WHITE" R3 ROOF 5:'ZINGCOTE" �CERAMIC TILE 1:'DESERT SAND" �STONE VENEER SET IN CEMENT PLASTER. �8'-0'DIA.TOWER CLOCK SURFACE MOUNTED DIAL MANUF:DUNN EDWARD MANUF:BARRIDGE MANUF:ALTA VISTA BY DALTILE TYPE:DEW380 TYPE:STANDING SEAM METAL PANEL TYPE:CERAMIC TILE $�FABRIC AWNING SET ON ALUMINUM FR4ME 39 WROUGHT IRON MEDALLION.SEE DETAIL 10lA7.7 PAINT 4:'SHORTBREAD" FRAME 1:CLEAR ANODIZED P4 T STONE 1:AS SEIECTED BY OWNER/ARCHITECT, Fl MANUF:DUNN EOWARD MANUF:KAWNEER 6Q e"IPE T8G WOOD BOARDS.CLEAR STAIN 40 ROOF SCREEN,SEE DETAILS 10/A7.8 TYPE:DE6134 TYPE:DOOR/WINDOW FRAME CEDAR TRELLIS,BRACKETS,TRIM BOARDS, 7a 41 MECHAN�CAL ROOF WELL W/SCREEN P5 PAINT 5:'WARM HEARTH' �STONE 2:'PONDEROSA VARIEGATED' A� ANMING:'BLACK' 8 FACIA BOARDS.STAINED OR PAINTED MANUF:DUNN EDWARD MANUF:PENINSULA BUILDING MATERIALS MANUF:SUNBRELLA BOARD AND BATTEN WOOD SIDING O/EXTERIOR POTENTIAL DOORS FOR FUTURE TYPE:DE6110 TYPE:STONE VENEER TYPE:FABRIC AWNING �SHEATHING PER STRUCT.,PAINTED. 42 TENANT P6 PAINT 6:"GOLDEN CREST" B� BRICKI:"OlD CHICAGO&PAIOMINO BIEND" A2 AWNING:"BLACK AND WHITE' �SMOOTH,STEEI TROWELLED CEMENT PLASTER 43 BOARD AND BATTEN SCARF JOINT MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:SUNBRELLA TYPE:DE5353 TYPE:BRICK VENEER TYPE:FABRIC AWNING P� PAINT 7:"ALPACA WOOL' �PRECAST STONE:"CHAMPAGNE' A3 AWNING:"WHITE" �� CLEAR ANOOIZED ALUMINUM STOREFRONT SYSTEM 44 TRANSFORMER MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA WITH CLEAR GLAZING TYPE:DE8113 TYPE:TRIM,CORNICE,SILL&MEDALLIONS TYPE:FABRIC AWNING �� CLERESTORY WINDOWS WITH 45 TRASH ENCLOSURE OPAQUE WHITE FILM Pa PAINT 8:"DRY DUNE" �PRECAST STONE:"DOESKIN" 46 IPE WOOD SPACED BOARDS IN MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE STL FRAME TYPE:DE8114 TYPE:TRIM,CORNICE,SILL&MEDALLIONS 12 MTL.FRAMED AWNING W/ALUMINUM PANELS PAINT 9:"ENGLISH SCONE' PRECAST STONE:"LIMESTONE" 13 2'EXTRUDED ALUMINUM REVEALS 8Y FRY REGLET OR 47 6"METAL SPACED SLATS,IN STEEL FRAME P9 �C �EQUIVALENT.CLEAR ANODIZED. MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE ALUMINUM FRAMED AWNING W/GLASS 48 WATER FOUNTAIN FE4TURE,SEE SHEET A7.0 TYPE:DE6108 TYPE:TRIM,CORNICE,Slll&MEDALLIONS 14 CANOPY PAINT 10:"YUCATAN" METAL PANEL:"BONE WHITE" WROGHT IRON BARN BRACKET AND WELL �MANUF:DUNN EDWARD �MANUF:ALUCOBOND 15 PRECAST STONE TRIM,SILL&MEDALLIONS BY VENTURA 49 PULLEY WITH LIGHT FIXTURE,SEE SHEET A7.0 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH. TYPE:DE5289 TYPE:WALL PANEL a BRICK VENEER SET IN PLASTER SYSTEM. 50 LIGHT FIXTURES �� PAINT 11:"SUNDOWN" �METAL PANEL:'ANODIZED CLEAR" �'� (RUNNING BOND PATTERN) MANUF:DUNNEDWARD MANUF:ALUCOBOND TYPE:DE5268 TYPE:WALL PANEL �BRICK VENEER SET IN PLASTER SYSTEM. (DOUBLE SOLDIER COURSE) 17 L.E.D.SPOTLIGHT FIXTURES 1$ CERAMIC TILE SET IN PLASTER SYSTEM. E D � C � ST B � � A 19 HM DOOR.PAINT TO MATCH ADJACENT WALL 39 36 35 43 15 7 4 7 7 2� GAS METERS-PAINT TO MATCH ADJ.WALL +34'-1O" 21 rORESSx INDICATES BUILDING A�DRESS ________ �__J LOCATION-12"HIGN LETTERS 22 ALUMINUM CLAD PARAPET _____+29,_9• 23 ALUMINUM AND GLASS FOLDING FRENCH --- DOOR SYSTEM 24 ALUMINUM AND GLASS SLIDING DOOR SYSTEM "'� +, F ` Y 25 STEEL FRAMED SIGNAGE STRUCTURE;SEE y STRUCTURAL DRAWINGS AND DETAILS ,`j ,�, '' � �� _ � 26 RETRACTABLEFABRICAWNING. ' � .�� +18�-0" METAL FRAME AWNING W/PERFORATED METAL _ "4` ' —'--------- 27 PANELS l' `�; 2$ BRICK OR STONE VENEER EXPANSION JOINT ___ _ _, \r T --�� 29 CEMENT PLASTER EXPANSION JOINT �\ 3O GALV.SHEET METAL GUTTER AND DOWNSPOUT, � �PAINTED. `-< 36 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL ,�,. ` ` -� � - ECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS � 32 D � ��,;�' i` � i� '�{y � y� ` '��' �' ' i �� a KNOX BOX SYSTEM KEY BOX LOCATE PER FIRE ;.� , .a��,�� -; � q.�'�" �-�<�.y,�, `�•�, . 0'-0" 33 ( ) PREVENTION BUREAU REQUIREMENTS �8'X 8"ACCESSIBILITY WINDOW DECAL SHOPS 4- EAST ELEVATION �,s• 2 +�'-10" 41 35 i'i � � �� 3 4 � Q P3 10 36 I 7 I I 7 il S I 39 34 11■l■I■I■I■I��' ��;,. \ I111�11111�111�1�11111�111111111111�11111�.: ��!�N� ■III II�IIIII�IIIII�IIIII�IIII�IIII'��111111` ��i� 17111iI�I1111�I111i�1111��11'11�11111�111/I� . ' I111�11111�11111�1111��11111/IIIII�q111�1111! 1111'�IIIII�III�i�11111�111111111111�11111�111' �11111�1111711111�11111�1111�I111;�11111�11 11�11111�11111�11111�11111�11��;�11111�111�1� n�i�m�i�iu��u��uqi�i u��iu�Uiun �. �r� �/�� ---� �----_ � �1.� ��.�; -�� i r i��. � � . �'��'—�� 5 T1 ST 36 10 18 4 � �� 6 C 41� 35 +32'-9"--\,. � -r 7 �� 7 36 +2a�-o° � ls �!i i�. i i� t i i i i i i i � � _� � �� MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E 7 H R O D R I G U E 5 8 P A R T N E R S I N C. ♦1 5 N o r t� W�I s m o n R o�0, S u I 1 a 2 0 0 ue�ni.�� vie. c n e s o c e s.o�o 0 CONSULTANT �S�ARCtii tiV,�P R�Q4i��C� *�C12,818 T* �6•30•15� �'��F�A�1��,$ _ /Ii� �� .�� „ � '/�� '�� •� ."�.r �=r`�� '� L �� a-��M_�... � ■��'"'':�i��i■`e�:::: '� — REVISION Pao.�cr rw. 22.559 onre 12.13.13 DRAWNBY sca�e AS SHOWN CHECKED BY ELEVATIONS RETAIL SHOPS 4 . ■■ ■■ ■■ ■ ■�� ; . �;�I��IIII �, � � � �, Illlllii� •' � •' � • �� O -•�-�� /' � � I 1 i i i i i i NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED BY PENINSULA BUILDING MATERIALS. OSEE PAD 3 ELEVATIONS I ---------------1---------------------- i .... . . ... i i i i i � i i i � I`\ - - �--------------------------------------------- $ O � 2 21 7 +28�-�. I — -\I O I COLOR/MATERIAL KEYNOTES P� PAINT 1:"GEORGIA CLAY" MANUF:DUNN EDWARD TYPE:DE5181 P2 PAINT 2:"SUNSET COVE" MANUF:DUNN EDWARD TYPE:DEC708 P3 P�NT3:'1NFiITE" MANUF:DUNN EDWARD TYPE:DEVJ,i80 P4 PAINT 4:"SHORTBREAD" MANUF:DUNN EDWARD TYPE:DE6134 P5 PAINT 5:'WARM HEARTH" MANUF:DUNN EDWARD TYPE:DE6110 P6 PAINT 6:"GOLDEN CRES1" MANUF:DUNN EDWARD TYPE:DE5353 P� PAINT 7:"ALPACA WOOI" MANUF:DUNN EDWARD TYPE:DE6113 Pa PAINT 8:"DRY DUNE" MANUF:DUNN EDWARD TYPE:DE6114 P9 PAINT 9:"ENGLISH SCONE" MANUF:DUNN EDWARD TYPE:DE6108 � PAINT 10:"YUCATAN" MANUF:DUNN EDWARD TYPE:DE5269 SHEET KEYNOTES �� MANUF:1DUNN EDWARD P� MANUF ALUCOB NO�ITE" a SLATE TILE ROOFING O/EXTERIOR SHEATHING PER 35 LINE OF ROOF SLOPE BEYOND STRUCTURAL. LINE OF ROOF DRAINS AND OVERFLOW DRAIN! TYPE:DE5268 TYPE:WA�L PANEL �SLATE ROOF TILE. 36 BEYOND,CONNECT TO UNDERGROUND STOR� R� ROOF 1:"PIKE'S POINT' �METAL PANEL:"ANODIZED CLEAR" WATER SYSTEM PER CIVIL MANUF:AMERICAN SLATE MANUF:ALUCOBOND 3❑LARGE CUT STONE VENEER SET IN CEMENT PLASTER. ❑ TYPE:SLATE TILE TYPE:WALL PANEL 37 PREFINISHED ALUMINUM CAP FLASHING �MA U�FSO�MPIC ICK RED" 4❑ STONE VENEER SET IN CEMENT PLASTER. 38 6'-0"DIA TOWER CLOCK SURFACE MOUNTED C TYPE:TRELLIS,BRACKET,TRIM 8RD&FACIA BRO �FABRIC AWNING SET ON ALUMINUM FRAME. 3j WROUGHT IRON MEDALLION.SEE DETAIL 10/Ai R3 ROOF 5:"ZINGCOTE" S WOOD STAIN:"CLEAR STAIN" MANUF:BARRIDGE MANUF:OLYMPIC a B'IPE T8G WOOD BOARDS.CLEAR STAIN 40 ROOF SCREEN,SEE DETAILS 10/A7.8 TYPE:STANDING SEAM METAL PANEL TYPE:T�G WOOD BOARDS CEDAR TRELLIS,BRACKETS,TRIM BOARDS, CER,4MIC TILE 1:"DESERT SAND" �8 FACIA BOAROS.STAINED OR PAINTED 41 MECHANICAL ROOF WELL W/SCREEN T1 STONE 1:AS SELECTED BY OWNER/ARCHITECT. CT1 MANUF:ALTA VISTA BY DALTILE TYPE:CERAMIC TILE �SHEATOHING PER STRVUC�TO.,PAINT DO/EXTERIOR 42 TENANTIAL DOORS FOR FUTURE �T STONE 2:"PONDEROSA VARIEGATED" F� FRAME 1:CLEAR ANODIZED MANUF:PENINSULA BUILDING MATERIALS O MANUF:KAWNEER 9❑SMOOTH,STEEL TROWELLED CEMENT PLASTER 43 BOARD AND BATTEN SCARF JOINT TYPE:STONE VENEER TYPE:DOOR/WINDOW FRAME B� BRICKI:"OLD CHICAGO 8 PALOMINO BLEND" A� AWNING:"BLACK" �0 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM a TRANSFORMER MANUF:CORONADO STONE MANUF:SUNBRELLA WITH CLEAR GLAZING TYPE:BRICK VENEER TYPE:FABRIC AWNING �� CLERESTORY WINDOWS WITH 45 TR,4SH ENCLOSURE OPAQUE WHITE FILM �PRECAST STONE:"CHAMPAGNE" A2 ANMING:"BLACK AND NhiITE" 46 IPE WOOD SPACED BOARDS IN MANUF:VENTUR.4CAST STONE MANUF:SUNBRELLA �2 MTL FRAMED AVIMING W/ALUMINUM PANELS STL FRAME TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING �PRECAST STONE:"DOESKIN" ANMING:"V�MITE" �3 7'EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR 47 6"METAL SPACED SLATS,IN STEEL FR.4ME MANUF:VENTURA CAST STONE A3 MANUF:SUNBRELLA EQUIVALENT.CLEAR ANODIZED. TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING 14 ALUMINUM FRAMED AWNING W/GLASS 48 WATER FOUNTAIN FEATURE,SEE SHEET A7.0 CANOPY �PRECAST STONE:"LIMESTONE" WROGHT IRON BARN BRACKET AND WELL PRECAST STONE TRIM,SILL&MEDALLIONS BY VENTURA 49 pULLEY VNTH LIGHT FIXTURE,SEE SHEET A7.0 MANUF:VENTURACAST STONE 15 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH TYPE:TRIM,CORNICE,SILL 8 MEDALUONS BRICK VENEER SET IN PLASTER SYSTEM. 50 UGHT FIXTURES 6�� (RUNNING BOND PATTERN) � BRICK VENEER SET IN PLASTER SYSTEM. O S1O� � O � O O P3 O O F1 � ST2 O � (DOUBIE SOLDIER COURSE) 17 L.E.D.SPOTLIGHT FIXTURES 35 8 39 10 I I 15 4 7 '►$ CERAMIC TILE SET IN PLASTER SYSTEM. _____+34�-10" 19 HM DOOR.PAINT TO MATCH ADJACENT WALL +32'-9" 2O GAS METERS-PAINT TO MATCH ADJ.WALL +28�_0" Zi �DRESS# INDICATES BUILDING ADDRESS __________ �__J LOCATION-17'HIGH LETTERS 22 ALUMINUM CLAD PARAPET - ; t- ❑ALUMINUM AND GLASS FOLDING FRENCH �;' . 23 DOOR SYSTEM 24 ALUMINUM AND GLASS SLIDING DOOR SYSTEM -- �6,_$„ 25 STEEL FRAMED SIGNAGE STRUCTURE;SEE � —__ STRUCTURAL DRAWINGS AND DETAILS ii � �' �'' 26 RETRACTABLE FABRIC AWNING. i� 1 � z� METAL FRAME AWNING W/PERFORATED METAL I �� PANELS ii � �� ' 2S BRICK OR STONE VENEER EXPANSION JOINT i� ii � 'k �t ' - � , `�i '� ' i u u �i q 'Aw p_, « -u . A ,�� . `� . „ _... _ �� M —� ' _ u ii u b �ii-. m �f� '� � �,_. ,.-._ �,-�� N, �� .".i�` r� �:�r� d ` `,i i \��, 29 CEMENT PLASTER EXPANSION JOINT � ' 36 G ��''� `.""` �� , 36 30 GALV.SHEET METAL GUTTER AND DOWNSPOUT, u u �; � t� ,„;_ �..'.rv- � "n` PAINTED. , .. _ _ "' � „ ._ , , . � � _ a_, , .11 � . . ,. . ,,.u,:.," �.._. . �, ,_ >--':: , ,' '�,..�.`.., _ �.:. . . . . .—....,� . .. ._ � ._. � �. .. ...14�,- O'-0" _ � . \. . -- 3� OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WP,�L � � 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS 33 �OX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS �B'X 6"ACCESSIBILITY WINDOW DECAL SHOPS 4—WEST ELEVATION ��8�� 2 6 F1 CT1 5 �S �S P-3 10+32�-$_ 18 36 30 n� 39 42 8 - L� �.��.�.�.�;�r �� — �� — �� — •..- . �IE;�( � �� I �i� ��- -- �. � ( ,. , .� �' �� .� .. 0 +34'-10" SEE CLOCK TOWER ELEVATIONS--i� i i i i i i i i I ) � � , � � 36 7 ' � I I I +30'-0" � ' ------- ' .\ I � �" :;"'`; �`illl�ll'�Il�ll�lll.�ll�ll�ll�ll�ll�l'J�il�ll�ll.�l rnnu�nninu�i�nni��unrnt�unni�niiiiiui ��: �— n�n�nnu�i�iuwnni�nui�nni�iu�mnu!�n i,.*1.��'�.� i�im�u��i�u��u�u�i��u�i�u��i�in�i��i�i��u��ni��,�in�i�n��i�v�n��n�int��i��n�i��i�i 111�IIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�� E�� ni�mn�mnmui�mn�iumim�nuc�irn�iun�mu�iu��iummmm��mnnu�i�iumnni mn�nuinn�i�iuu�imi�nni�mr�n�mnuu :IIII�IIIIII�IIt11�1111!�IIIII�IIIII�IIIII�IIIII�IIII��IIIII�IIIIi�11111�111II�IlIt!�IIII:�IIIII�IIIIi�11111�111 �IIIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IUI 111111111�IIIII�IIIII�IIIII�IIIIIIIIIIII�11111�111111111111�1111!�IIIII/Iltll�ltlll�l III��IIIII�IIIII�IIIII�IIIII�II II�IIIII�III�I�IIIII�IIIIi�11111�111Il�llllilll1111�11 '1111�1111�IIIIi�lllll�lllll�lllll�lll�;/IIIII�IIIII�IIIII�IIIII�III�!�IIIII�III�II IIIIi�lll�l�lllll�lllli�11111�1;111�1111�11111�111t!�IIIII�11111�11111�1111I�IIIII�� IIIIII�IIIII�IIIII�III�I�III�I�III�I�IIIIi�11111�11'1!�IIIIi�I111��11111�I1t11�1111�IIIII�11111�11111/11111�11111 111111111/I�III�I�IIIII\III�i�I11�I�I111i�11i'.II�III�II I�IIIII�IIIIII�lllll�llllf�lllll�lllll�llll'�/11111�111�!�IIIII�1111!�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIII�IIIIII�IIIII�IIIII�IIIII�IIt11�11111�11111�11111�1111 �11�111�1�IIIII�IIIIi�11111�1111�1 IIII��III�i�1111Illlllll�llll;�lllll�lllli�11111�1 Illl�ltlll�llllt�11111�11111�11,l��11111�11111�11111�1111!�IIIII�IItIi�11111111111I�11 �� sunn�iuu�nui��un�nni�iunr. � � t�t i�i f�� E�1 f�l 1�l��'�� '%/ils��;s;; �� — -- —__- _ -- -� - - — il� �!� � �� „ '�� !�� .�Z�; ,,.:� �..I.r �� - �� I�k� - � I��i+ i � . i i i � w � i I� � i � i i� i � i ti , � i i ' � �; � � „� . � � � I !��r�,��i � � a, � � . ... . .._ � � � MAIN STREET CU PERTI NO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 N E N N E T H R O D R I G U E 5 8 P A R T N E N 5 1 N C. a�5 N o r 1 n W n i�m�n q o�E, S u I 1• P 0 0 M o u n t.1 n V I a w . t A a 5 o Y e 5.o]o 0 CONSULTANT �NM��/W a+A�jC•- RpplS�j�/�'''�S �,��,p•� CYi��(n�'� �* �C12,818 T*� �N�63015�`� � ,,� ��F CA``k��'r �'rMMMMIPM?1m" . � �� `/♦ ! „ ,./F ` �1: ` �� ._. :i f �r - �+��1-��: ■'��".;'_;� � " ��I�a�■'...... J ��s� aao.�cr rw. 22.559 on� 12.13.13 .• � .: � � � • .�=��i�I, �I/////,/^I/,�11v��1%////,/�I// ' � �� :� �r�+1�I m �"� � �%.:� �'��%`� SHOPS 4 —SOUTH ELEVATION ��$" 1 O2013 KENNETH RODFtIGUES 8 PARTNERS,INC. COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 1:"GEORGIA CLAY" P9 PAINT 9:"ENGLISH SCONE' B� BRICKt:"OLD CHICAGO&PALOMINO BLEND" �CERAMIC TILE 1:"DESERT SAND" Q SLATE TILE ROOFING O/EXTERIOR SHEATH�NG PER MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:ALTA VISTA BY DALTILE STRUCTURAL. NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED 7ypE:DE5181 TYPE:DE8108 TYPE:BRICK VENEER TYPE:CERAMIC TILE BY PENINSULA BUILDING MATERIALS. �SLATE ROOF TILE. P2 PAINT 2;"SUNSET COVE" �PAINT 10:"YUCATAN' �PRECAST STONE:'CHAMPAGNE" F� FRAME 1:CLEAR ANODIZED MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:KAWNEER �LARGE CUT STONE VENEER SET IN CEMENT PLASTER. TYPE:DEC708 TYPE:DE5269 TYPE:TRIM,CORNiCE,SILL 8 MEDALLIONS TYPE:DOOR/WINDOW FRAME P3 PAINT 3:'WHITE" �� PAINT 11:"SUNDOWN" �PRECAST STONE:'DOESKIN' A� AWNING:"BLACK' 4❑STONE VENEER SET IN CEMENT PLASTER. MANUF:DUNN EDWARD MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUf:SUNBRELLA TYPE:DEW380 TYPE:DE5268 TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING a FABRIC AWNING SET ON ALUMINUM FRAME. P4 PAINT 4:'SHORTBREAD" R� ROOF 1:'PIKE'S POINT" C PRECAST STONE:"LIMESTONE" A2 AWNING:"BLACK AND WHITE" MANUF:DUNN EDWARD MANUF:AMERICAN SLATE �MANUF:VENTURA CAST STONE O MANUF:SUNBRELLA 6❑6"IPE TSG WOOD BOARDS.CLEAR STAIN TYPE:DE8134 TYPE:SLATE TILE TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS TYPE:FABRIC AWNING CEDAR TRELLIS,BRACKETS,TRIM BOARDS, P5 PAINT 5:"WARM HEARTH" �METAL PANEL:"BONE WHITE" A3 AWNING:"WHITE' �&FACIA BOARDS.STAINED OR PAINTED MANUF:DUNN EDWARD MANUF:ALUCOBOND MANUF:SUNBRELLA BOARO AND BATTEN WOOD SIDING O/EXTERIOR TYPE:DE6110 TYPE:WALL PANEL TYPE:FABRIC AWNING a SHEATHING PER STRUCT.,PAINTED. P6 PAINT 8:'GOLDEN CREST" R3 ROOF 5:"ZINGCOTE" P METAL PANEL•"ANODIZED CLEAR" �SMOOTH,STEEL TROWELLED CEMENT PLASTER MANUF:DUNN EDWARD O MANUF:BARRIDGE �MANUF:ALUCOBOND TYPE:DE5353 TYPE:STANDING SEAM METAL PANEL TYPE:WALL PANEL P� PAINT 7:"ALPACA WOOL" T� STONE 1:AS SELECTED BY OWNER/ARCHITECT. �WOOD STAIN:"BRICK RED" �Q CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM MANUF:DUNN EDWARD MANUF:OLYMPIC WITH CLEAR GLAZING TYPE:DE6113 TYPE:TRELUS,BRACKET,TRIM BRD&FACIA BRD �� CLERESTORY WINDOWS WITH P8 PAINT 8:"DRY DUNE" �STONE 2:"PONDEROSA VARIEGATED" �WOOD STAIN:"CLEAR STAIN" OPAQUE WHITE FILM MANUF:DUNN EDWARD MANUF:PENINSULA BUILDING MATERIALS MANUF:O�YMPIC �2 MTL.FRAMED AWNING W/ALUMINUM PANELS TYPE:DE6114 TYPE:STONE VENEER TYPE:T&G WOO�BOAROS 13 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR E�UIVALENT.CLEAR ANODIZED. ❑ALUMINUM FRAMED AWNING W/GLASS 14 CANOPY ❑PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA � 2 3 3 � 15 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH. ST Fl �S R1 �S A1 R1 F1 i � O O BRICK VENEER SET IN PLASTER SYSTEM. S ST2 A1 �� (RUNNING BOND PATTERN) � BRICK VENEER SET IN PLASTER SYSTEM. � 4 7 � 41 1 10 23 7 � 26 � 21 1 q� 7 23 10 4 � 26 �(DOUBLE SOLDIER COURSE) 17 L.E.D.SPOTLIGHT FIXTURES II I I I I I 18 CERAMIC TILE SET IN PLASTER SYSTEM. I I I � !'i� I 19 HM DOOR.PAINT TO MATCH ADJACENT WALL +27,_2„ 20 GAS METERS-PAINT TO MATCH ADJ.WALL 21 rODRESS#' INDICATES BUILDING ADORESS LOCATION-12"HIGH L TT � �__J E ERS 22 ALUMINUM CLAD PARAPET Z3 ALUMINUM AND GLASS FOLDING FRENCH DOOR SYSTEM N 24 A�UMINUM AND GLASS SLIDING OOOR +14'-O" _: __ _- <_, ,. _:;_, __ ;- t , . . _ . EE , , __ , , __- _ _ :, ,. � _ . 25 SYSTEM __________ STEEL FRAMED SIGNAGE STRUCTURE;S —� �_ ��, � STRUCTURAL DR,4WINGSAND DETAILS M 26 RETR,4CTABLE FABRIC AWNING. N -- , 2� METAL FRAME AWNING W/PERFORATED METAL �`�� ;� PANELS 36 � 33 -"y, � ` 36 2$ BRICK OR STONE VENEER EXPANSION JOINT �71:\ ,. , , , , O'-O" Z� ' N : � � , - 29 CEMENT PLASTER EXPANSION JOINT � �GALV.SHEET METAL GUTTER AND DOWNSPOUT, • r � 30 PAINTED. � � $1 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL SOUTH ELEVATION ��8� 3 NORTH ELEVATION 1/S" '� 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU RE�UIREMENTS �8'X B"ACCESSIBILITY WINDOW DECAL 35 LINE OF ROOF SLOPE BEYOND LINE OF ROOF DRAINS AND OVERFLOW DRAINS 36 BEYOND,CONNECT TO UNDERGROUND STORM A B C i � • -�- ; �i C B A WATER SYSTEM PER CIVIL �S ST �S A1 � i ; � ST A1 Fl �S Fl �S 37 PREFINISHED ALUMINUM CAP FLASHING 7 4 10 41 36 7 26 24 20 30 , ,, , 4 26 7 41 24 10 7 3$ 8'-0'DIA.TOWER CLOCK SURFACE MOUNTED DIAL I I I �� ' I I I I 39 WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 i �I �F �I �,f��_ I� �� 40 ROOF SCREEN,SEE DETAILS 10/A7.8 '�`�"_i i_` i "'-i�� I I I ;a ' : I � ' ' i I I I 41 MECHANICAL ROOF WELL W/SCREEN ;:��.'� .�,rl:,':.�i,�,�.�',,; ',.,Vi , ;;C+i'��,: � ( I I I I I 42 POTENTIAL DOORS FOR FUTURE +2 -2" +2r_2� �TENANT ----- — — - �---- '_ .__' _ - ' 4 , ^ 43 BOARD AND BATTEN SCARF JOINT 12 :._., :' � �,p � ,-� �� ,� . �� 3.5 r '✓ �' 3 �A � c1' p A . y`.� �i 3.5 44 TRANSFORMER r.'f a r } �.� ``" j ,1-� r.::� 45 , {�'�r TRASH ENCLOSURE � - 1 ' 46 IPE WOOD SPACED BOARDS IN _. ��.. ..._ . ._. . : ;. .. . .. .,. .. , - .� . ., .. . � ",= :.. . . - TL FRAME ±!q''0_- - � ,- - -, �� _r ' _ - +14'.O" METAL SPACED SLA , STEEL FRAME . ��`.� _ . . ��A� . � 1 � � �� _ �� _. __.. -- __ • ` L_ �_.. .�� 8" TS IN __ 4 . , _ , — _ :__., � �j ,. �'' + ,7�"r* — — 4H WATER FOUNTAIN FEATURE,SEE SHEET A7.0 „ : . ;�, � _ _� 4 ` ,` ;`•,�� 49 WROGHT IRON BARN BRACKET AND WELL �� : .. _ _ PULLEY WITH LIGHT FIXTURE,SEE SHEET A7.0 � ; {�� ;7� ) }� ' d 'i . _,� 50 UGHT FIXTURES � r— •f— —a -�' �� 'r � {°�� '�� l f- .�— —�• —► . _ , � , . ''��' .�\`� " i�� 11 � .. M� � M'...y S-_ �... ;� S� '`:T-1 Q��" 11 ,� _�_`,� yr _c.. . ��—!l:"� "'w O��w WEST ELEVATION ��$' 4 EAST ELEVATION 18' 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 8 P A R T N E R 5 I N C. 1 1 5 N o r 1� W�I s m a n R o a E , S u i 1• i 0 0 raou��.�� v�ew . c� e s o.a e s a�o 0 CONSULTANT �`'E�ARC'yi ��'Qi P.ROO�L�, %`t�`� � F ��C12,818 T* �6�30�15� N�� Q 9��F CA�-1F� �II� �-`,'1 ..!. „ 1 `/�� '1� �_ — . •■ � � ... ` � �7` ��. �� _,-, --.=_-..�. � � . �-••...... �,1�; �,�si■:..—..: , r�wswrr a�xo.�cT rro. 22.559 on� 12.13.13 DRAWNBV ��E AS SHOWN CHECKED BY ELEVATIONS RETAI L PAD 3 2A2.4 O2013 KENNETH RODRIGUES d PARTNERS,INC. NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED COLOR/MATERIAL KEYNOTES SHEET KEYNOTES BY PENINSULA BUILDING MATERIALS. SLATE TILE ROOFING O/EXTERIOR SHEATHING PER P� PAINT 1:"GEORGIA CLAY' Q MANUF:DUNN EDWARD STRUCTURAL. � Rl 2 B R1 A PZ PAINT 2��ESUNSET COVE' �SLATE ROOF TILE. 1 1 MANUF:DUNN EDWARD 3a LARGE CUT STONE VENEER SET IN CEMENT PLASTER. TYPE:DEC708 P3 PAINT 3:"WHITE' 4a STONE VENEER SET IN CEMENT PLASTER. � � � � MANUF:DUNN EDWARD TYPE:DEW380 a FABRIC AWNING SET ON ALUMINUM FRAME. +50'-0"---------- -- —�4 F5 +50'-�"---------- -- �q F5 P4 PAINT4:"SHORTBREAD" MANUF:DUNN EDWARD 6❑6"IPE T8G WOOD BOARDS.CIEAR STAIN 30 30 T1'FE:DE8134 D CEDAR TRELLIS,BRACKETS,TRIM BOARDS, PAINT 5:"WARM HEARTH' � &FACIA BOARDS.STAINED OR PAINTED �� ✓� P5 MANUF:DUNN EDWARD BOARD AND BATTEN WOOD SIDING O/EXTERIOR "�! p" 38 �ii i�';. 38 TYPE:DE8110 8 �� SHEATHING PER STRUCT.,PAINTED. ii d i� i PAINT 8:'GOLDEN CREST' �� 36 �i N► 36 P6 9D SMOOTH,STEEL TROWELLED CEMENT PLASTER �` ��` �' 'i ; MANUF:DUNN EDWARD TYPE:DE5353 �� 1 �' PAINT 7:'ALPACA WOOL" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM � �i 8 P3 � 8 F3 P7 �� WITH CLEAR GLAZING �i MANUF:DUNN EDWARD SIGN �� SIGN 1 �I TYPE:DE8113 �� CLERESTORY WINDOWS WITH 17 i� �� i : 17 PAINT 8:"DRY DUNE" OPAQUE WHITE FILM �� '' MANUF:DUNN EDWARD +30�-0" �� +30�-0" � Pa 1Z MTL.FRAMED AWNING W/ALUMINUM PANELS TYPE:DE8114 �� 5 � • . �� u 15 � 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR PAINT 9:"ENGLISH SCONE" 13 i i P9 MANUF:DUNN EDWARD �EQUIVALENT.CLEAR ANODIZED. � ii � i� TYPE:DE8108 ,14 AIUMINUM FR4MEDAWNING W/GLASS CANOPY � i �PAINT 10:'YUCATAN" ❑PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA �i ii � MANUF:DUNN EDWARD 15 CAST STONE,INC.,OR EQUN.TEXTURE:SMOOTH FINISH. �� 49 " � 49 TYPE:DE5269 BRICK VENEER SET IN PLASTER SYSTEM. ``� �� PAINT 11:'SUNDOWN" �� (RUNNING BOND PATTERN) 1 " ' MANUF:DUNN EDWARD BRICK VENEER SET IN PLASTER SYSTEM. �i i +16'_O° ii +�6�=0" �� i TYPE:DE5288 �(DOUBLE SOLDIER COURSE) — -------- 15 �C — ---•--- � 15 �C ii ii R� MANUF:AMERICAN'SLATE � � � TYPE:SLATE TILE �� E.D.SPOTLIGHT FIXTURES � �� i 18 CERAMIC TILE SET IN PLASTER SYSTEM. ii ii 4 ST ii �i� 4 ST 19 HM DOOR.PAINT TO MATCH AOJACENT WALL 1 � i� i i ROOF 5:'ZI NGCOTE' � R3 MANUF:BARRIDGE 20 GAS METERS-PAINT TO MATCH AOJ.WALL TYPE:STANDING SEAM METAL PANEL r--� INDICATES BUILDING ADDRESS �� i 2'I DORESS 0'-0" � 0'-0" � _ T1 STONE 1:AS SELECTED BY OWNERIARCHITECT. --J LOCATION-12"HIGH LETTERS �I I� 11 I� 22 ALUMINUM CIAD PARAPET u � u ii 23 ALUMINUM AND GLASS FOLDING FRENCH T STONE 2:'PONDEROSA VARIEGATED' pppR SYSTEM MANUF:PENINSULA BUILDING MATERIALS TYPE:STONE VENEER 24 ALUMINUM AND GLASS SLIDING DOOR BRICKI:'OLD CHICAGO 8 PALOMINO BLEND' SYSTEM B� MANUF:CORONADO STONE ❑STEEL FRAMED SIGNAGE STRUCTURE;SEE NPE:BRICK VENEER 25 STRUCTURAL DRAWINGS AND DETAILS SOUTH ELEVATION ��8� 3 EAST ELEVATION ��a� � �MANUFSVENTURACAST3TONE^ 26 RETRACTABLEFABRICAWNING. TYPE:TRIM,CORNICE,SILL&MEDALLIONS 2� METAI FR,4ME AWNING W/PERFORATED METAL �PRECAST STONE:'DOESKIN" PANELS MANUF:VENTURA CAST STONE 2S BRICK OR STONE VENEER EXPANSION JOINT TYPE:TRIM,CORNICE,SILL 8 MEOALLIONS C PRECAST STONE:"LIMESTONE' 2J CEMENT PLASTER EXPANSION JOINT 2 R� � A R� B �TYPE:TRI CORN CES SILL&MEDALLIONS 30 GALV.SHEET METAL GUTTER AND DONMSPOUT, PAINTED. � � �METAL PANEL:'BONE WHITE" 31 OVERfLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL MANUF:ALUCOBOND TYPE:WALL PANEL I I I I 32 DECORATIVE IIGHT FIXTURE,SEE ELECTRICAL DWGS METAL PANEL:'ANODIZED CLEAR' .__________ ___ +50�-0__________ __ 12 MANUF:A�UCOBOND 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE +50�-0" �4 ___ —14 TYPE:WALL PANEL PREVENTION BUREAU REQUIREMENTS P3 30 p3 30 Q WOOD STAIN:'BRICK RED" �8'X 6'ACCESSIBILITY WINDOW DECAL MANUF:OLYMPIC � TYPE:TRELUS,BRACKET,TRIM BRD 8 FACIA BRD 35 LINE OF ROOF SLOPE BEYOND �`1 , „ �', 38 � � ' ^ 38 �WOOD STAIN:'CLEAR STAIN' LINE OF ROOF DRAINS AND OVERFLOW DRAINS 36 BEYOND,CONNECT TO UNDERGROUND STORM 1' 1 TYPE:T&G WOOD BOARDS �� !� 36 � � 36 WATER SYSTEM PER CIVIL t �! � ' �MANUFI ALTA VIS AEBY DALT LE^ 37 PREFINISHED ALUMINUM CAP FLASHING �� i� ' �i� i i' ' 8 P3 j 8 P3 TYPE:CERAMIC TILE 38 8'-0'DIA.TOWER CLOCK SURFACE MOUNTED DIAL �i1 � i ' � F� FRAME 1:CLEAR ANODIZED � I�'� �i.��'�� i:' MANUF: WN R �y1 i �'! O � EE WROUGHT IRON M A I N ;EE;;',;' � ,��:, n �:!',i ' :�� : ,� ss ED LL O .SEE DETAIL 10/A7.7 ,�;;,;?�!T-`^*,;;; , i • TYPE:DOOR/WINDOW FRAME � i,, ;i � �30_-0= �i; :: +30_-0_ ,i�� O AWNING:"BLACK' 40 ROOF SCREEN,SEE DETAILS 10/A7.8 -------- �� 15 �C ----- a u 15 �C A1 MANUF:SUNBRE�u I I f I TYPE:FABRIC AWNING 41 MECHANICAL ROOF WELL W/SCREEN i� ii A2 AWNING:"BLACK AND WHITE" �pOTENTIAL OOORS FOR FUTURE i MANUf:SUNBRELLA 42 TENANT � I TYPE:FABRIC AWNING �� 49 '� ` 49 A3 AWNING:"WHITE" 4$ BOARD AND BATTEN SCARF JOINT O MANUf:SUNBRELLA ii i i� ``� TYPE:FABRIC AWNING 44 TRANSFORMER +16�_O: ii � +16�_�. �� 45 TRASH ENCLOSURE `----- ' 15 �C �� ' 15 �C i� i� 46 IPE WOOD SPACED BOARDS IN � � STL FRAME �i i� 47 8"METAL SPACED SLATS,IN STEEL FRAME i i u �ST i' u� 4 ST 48 WATER FOUNTAIN FEATURE,SEE SHEET A7.0 � �� 49 WROGHT IRON BARN BRACKET AND WELL � � PULLEY WITH LIGHT FIXTURE,SEE SHEET A7.0 �� 50 LIGHT FIXTURES 0'-0" � 0'-0" � �, ,� „ „ u n n u u � y � NORTH ELEVATION ��$' 4 WEST ELEVATION »$° 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � R E N N E T M R O 0 P I G U E S i P�R T N E F 3 I N C. a/5 N a r 1 n w n I�m�n R o a 0, 5 u 1�• P 0 0 Mo��.io v�.w . c� e s o.o e s.o�o 0 CONSULTANT a`'�A R�h,i �.v,�."��0��,�� *�C12,818 T* �6•30�15� N9��F CA�1F�•3 _ /II� �r . � „ � `/�� '1: '�` ■� : . 1 �r� --_�, .i ,��1�,�� -��-�.....t � ■i 1•,' �i�`I��:..�.: � r�visar+ aao.�cr rro. 22.559 on� 12.13.13 DRAWNBV ��E AS SHOWN CHECKED BY ELEVATIONS CLOCKTOWER 2A2.5 O2013 KENNETH RODRIGUES d PARTNER3,INC. COLOR/MATERIAL KEYNOTES SHEET KEYNOTES - -. -- -.-- - _ ._ PAINT 1:"GEORGIA CLAY" PAINT 11:"SUNDOWN" METAL PANEL:"BONE WHITE" SLATE TILE ROOFING O/EXTERIOR SHEATHING PER P� MANUF:DUNN EDWARD �� MANUF:DUNN EDWARD P� MANUF:ALUCOBOND a STRUCTURAL 17 LE.D.SPOTLIGHT FIXTURES ��"X 6"ACCESSIBILITY WINDOW DECAL NPE:DE5181 TYPE:DE5268 TYPE:WALL PANEL a SLATE ROOF TILE. 18 CER.4MIC TILE SET IN PLASTER SYSTEM. 35 UNE OF ROOF SLOPE BEYOND PAINT 2"SUNSET COVE" ROOF 1:"PIKE'S POINT' METAL PANEL:"ANODIZED CLEAR" P2 R1 � LINE OF ROOF DRAINS AND OVERFLOW DRAINS MANUF:DUNN EDWARD MANUF:AMERICAN SLATE MANUF:ALUCOBOND 3� �p,RGE CUT STONE VENEER SET IN CEMENT PLASTER. 19 HM DOOR.PAINT TO MATCH ADJACENT WALL ❑ TYPE:DEC708 NPE:SLATE TILE TYPE:WALL PANEL 36 BEYOND,CONNECT TO UNDERGROUND STORM WATER SYSTEM PER CIVIL P3 PAINT 3:'1NF11TE" �WOOD STAIN:"BRICK RED" 4❑STONE VENEER SET IN CEMENT PIASTER. 20 GAS METERS-PAINT TO MATCH ADJ.WALL 37 PREFINISHED ALUMINUM CAP FLASHING MANUF:DUNN EDWARD MANUF:OLYMPIC �---j INDICATES BUILDING ADDRESS TYPE:DEW380 TYPE:TRELLIS,BRACKET,TRIM BRD 8 FACIA BRD 5 FABRIC AWNING SET ON ALUMINUM FRAME. 21 �p DRESSM 38 6'-0"DIA TOWER CLOCK SURFACE MOUNTED DIAL OP4 PAINT 4:"SHORTBREAO" R3 ROOF 5:"ZINGCOTE" S WOOD STAIN:"CLEAR STAIN" ❑ L__J LOCATION-17'HIGH LETTERS MANUF:DUNN EDWARD O MANUF:BARRIDGE �MANUF:OLYMPIC 6❑5'IPE T8G WOOD BOARDS.CLEAR STAIN 22 ALUMINUM CLAD PARAPET 39 WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 NPE:DE6134 TYPE:STANDING SEAM METAL PANEL TYPE:T&G WOOD BOARDS CEDAR TRELLIS,BRACKETS,TRIM BOARDS, ALUMINUM AND GLASS FOLDING FRENCH PAINT 5:"WARM HEARTH" CERAMIC TILE 1:"DESERT SAND" �&FACIA BOARDS.STAINED OR PAINTED 23 DOOR SYSTEM 40 ROOF SCREEN,SEE DETAILS 10/A7.8 P5 T1 STONE 1:AS SELECTED BY OVVNER/ARCHITECT. CT1 MANUF:DUNN EDWARD MANUF:ALTA VISTA BY DALTILE BOARD AND&4TTEN WOOD SIDING O/EXTERIOR ALUMINUM AND GLASS SLIDING DOOR NPE:DE6110 TYPE:CERAMIC TILE Sa 24 41 MECHANICAL ROOF 1NELL W/SCREEN SHEATHING PER STRUCT.,PAINTED. SYSTEM PAINT 6:"GOLDEN CREST' STONE 2:"PONDEROSA VARIEGATED" FRAME 1:CLEAR ANODIZED STEEL FRAMED SIGNAGE STRUCTURE;SEE P6 MANUF:DUNN EDWARD �MANUF:PENINSULA BUILDING MATERIALS F� MANUF:KAWNEER 9❑SMOOTH,STEEL TROWELLED CEMENT PLASTER Z5 STRUCTURAL DRAVNNGS AND DETAILS 42 POTENTIAL DOORS FOR FUTURE TENANT TYPE:DE5353 TYPE:STONE VENEER TYPE:DOOR/VIANDOW FRAME P� PAINT T."ALPACA WOOL" B� BRICKt:"OLD CHICAGO 8 PALOMINO BLEND" A� AWNING"BLACK" 10 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM 26 RETRACTABLE FABRIC AWNING. 43 BOARD AND BATTEN SCARF JOINT MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:SUNBRELLA WITH CLEAR GLAZING METAL FRAME AWNING W/PERFORATED METAL NPE:DE6113 TYPE:BRICK VENEER TYPE:FABRIC AWNING �� CLERESTORY WINDOWS NATH 27 pqNELS 44 TRANSFORMER PAINT 8:"DRY DUNE" PRECAST STONE"CHAMPAGNE" AINNING:"BLACK AND WHITE" OPA�UE WHITE FILM P8 � A2 28 BRICK OR STONE VENEER EXPANSION JOINT 45 TR,4SH ENCLOSURE MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA �2 MTL FRAMED AWNING W/ALUMINUM PANELS TYPE:DE6114 TYPE:TRIM,CORNICE,SILL&MEDALUONS TYPE:FABRIC AWNING 7'EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR 29 CEMENT PLASTER EXPANSION JOINT 46 IPE WOOD SPACED BOARDS IN PAINT 9:"ENGLISH SCONE" PRECAST STONE:"DOESKIN" AWNING:"WHITE" 13 STL FRAME P9 �C A3 EQUIVALENT.CLEAR ANODIZED. MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE MANUF:SUNBRELLA GALV.SHEET METAL GUTTER AND DONMSPOUT, ALUMINUM FRAMED A4VNING W/GLASS 30 47 6"METAL SPACED SLATS,IN STEEL FRAME TYPE:DE6108 TYPE:TRIM,CORNICE,SILL&MEDALLIONS TYPE:FABRIC AWNING 14 CANOPY PAINTED. �PAINT 10:"YUCATAN" PRECAST STONE:"LIMESTONE" 1 �C ❑PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALI 48 WATER FOUNTAIN FEATURE,SEE SHEET A7.0 MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE 15 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH. NPE:DE5269 NPE:TRIM,CORNICE,SILL 8 MEDALLIONS WROGHT IRON BARN BRACKET AND WELL �� BRICK VENEER SET IN PLASTER SYSTEM. 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAI DWG 49 PULIEY WITH LIGHT FIXTURE,SEE SHEET A7.0 (RUNNING BOND PATTERN) KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE �BRICK VENEER SET IN PLASTER SYSTEM. 33 SQ LIGHT FIXTURES (DOUBLE SOLDIER COURSE) �� NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED � 2 � f d 1 BY PENINSULA BUILDING MATERIALS.^ � �B� ST2 �P � ST2 P3 S1 S1 i �S �S F1 C1 � �P �S� ST2 �P F1 P3 �S C1 S1 4 45 12 4 35 10 8 7 37 7 7 7 15 12 7 I 4 12 34 11 10 8 35 34 7 15 7 I I � � � � I I ------�27'-0" ------�27'-0" � i i i +14'-0" +14'-0" ' ._, '_'_'_'_ .n /; . � . . ___'__-_- , . - - v - '� �- ! ` �✓i�' . �.... s {i '`r i� ,� � \��w° i a �,�� N- J J � /. ^ ;�. . � } ,. �r�il �� > � '� )` b -� - ^... �: � A �j /�` ... �, , . .. , . .. . . �, >.. . .-� ... � -<, c .. , , .. .:�, -_ .., ,r ... _.;. ♦ � - .. ��-0• � `: t �� ,�„ 6 20 BEHIND SOUTH ELEVATION ��8�� 2 EAST ELEVATION ��8" 1 Q Q Q Q Q Q �P � ST2 C1 �S F1 �S P3 �S ��P ST �S ST2 �P �S P3 ST2 C1 12 4 10 37 15 � 7 I 35 7 8 7 12 45 6 4 7 4 12 37 7 10 8 35 11 45 4 15 21 ( I I I � I I I I I I I I +2T 0" , *7i'= - - -- --...:..�....,..�.... � � � �. � .�.. r�... `�� . �.' - ,`r �,. . `i � ,n. �� ; 4� -' ' .', _ .' ... ' "' ...:" .. , .�.\ ...,. .....�.� �--.:,... � �' �.... - � �� , .: 14� , u�� _ � � , �;. —— t '`:��," " `;' 36 ��- - •_ '�.� J . - .K� ' ti �11"�� - �'_��.� II . � � • ,.. ,-. �j/ � �^ i -( ° ilryj �f II�II�y� II. . . .� �, v < 1� - x� 36 � r1�i i �, iuv-e' �_ '�', V.�_� \ l. ��i�, 7��,.% 'K If� !� . ' `_ ' .( ' ;'�- `-°' �4�- � �r, � 1; �'� e 1-� ;._� I��-f�'-, 33 iy' j"� �,ii��' � . , ' ��; � yf �y' "'_ �' - i�' , 1ti , ` � � , � v. . . , .; ; .: ,�� . _. ; . _ . . , -, . . . , - , , � � � ' „�. . _ ,_ , ; � r i� " ' '�i Y; ..,. , , , Z� � . . ., .< � � u � 20 BEHIND NORTH ELEVATION ��$" 4 WEST ELEVATION ��$" 3 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 N E N N E T H R O D R I G U E 5 � P A R T N E R S I N C ♦�S N o r t� W�1�m e n R o�0, 3 u 1 1• I 0 0 Me�ni.�� v�ew . c� e s o.a a s.o�o a CONSULTANT �*"�N1WMNpYMNpV` F�A RCy"`'�w. �f�`V��Q'��/+�� / '� �N �£ �, �C12,818 T *� �6�30�15� � �NJ, `_` ��F CA�U�� KEYMAP N 4 � ❑ � ��5� aao.�cr ra. 22.559 on� 12.13.13 oanwN er scue AS SHOWN CHECKED BY ELEVATIONS RETAIL SHOPS 5 2A2.6 O2013 KENNETH RODRIGUES 6 PARTNERS,INC. SHEET KEYNOTES � EXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBING Zp KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE ON 6"CONCRETE CURB(WHERE OCCURS) DRAWINGS PREVENTION BUREAU REQUIREMENTS � CENT,ER SET CLEA GO AZ NG DOW SYSTEM WITH 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWG3 2� STRUCTURAL COLUMN,SEE STRUCT.DWGS. 3� STOREFRONT ENTRY DOOR WITH CLEAR 13 FO EQUIPMENOTO AYOUT LECTRICAL DRAWINGS 22 "NANAWALL"-SLIDING DOOR SYSTEM GLAZING 4� LINE OF METAL CANOPY ABOVE 14 D CK�RE RATED ASSEMBLY WALL TO ROOF 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM � LINE OF CANVAS AWNING ABOVE 15 GAS METERS,SEE PLUMBING DWGS. 2q STEEL TUBE COLUMN PER STRUCTURAL DWGS; PAINT FINISH � LINE OF WOOD TRELLIS ABOVE 25 LINE OF WINDOW SILL 16 ROOF ACCESS LADDER WITH HATCH ABOVE � CONCRETE SLAB ON GRADE,SEE STRUCTURAL 26 POTENTIAL DOORS FOR FUTURE TENANT DRAWINGS �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. aLINE OF METAL FRAMED CANOPY WITH GLASS 27 TRASH ENCLOSURE AWNING �$ COOLUMNO(ROV�IDE CO CRETE SPLA OTTOM OF 2$ TRANSFORMER LOCATION WITH SCREENING aIINE OF ROOF OVERHANG ABOVE BLOCK AT LANDSCAPE AREAS ❑ 19 FIRE SPRINKLER RISER �p LINE OF SOFFIT ABOVE 146'-0" LEGEND EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. SHEATHING OVER 6'MTL.STUD FRAMING (SEE STRUCT.DWGS FOR FRAMING SIZE �� DOOR TYPE DESIGNATION,SEE DOOR AND SEE ELEVATIONS FOR FINISH) SCHEDULE INTERIOR WALL(NON-RATED) OK WINDOW TYPE DESIGNATION,SEE WIND 1 LAYER"TYPE X"GYP.BD.EACH SIDE SCHEDULE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE �R SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) GENERAL NOTES 1 LAYER'TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO �. NOT ALL NOTES APPLY TO THIS SHEET UNDERSIDE OF ROOF STRUCTURE 2. AL�DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. 30'-0" 26 0" 2 '-0" 30'-3" 29'-6" 36'-3" 3" 3" 0 0 7'-9" 14'-0" 7'-9.' I I I 17 10 1 17 � SEE FLOOR PLAN-PAD� - - - - - - - - � � � --{--- N _ - -�,4� I �J —�___ —__—�_ � � � � � 2 3 �� I N 1 , 3 2 10 3 "' 2 1 �7 I : J � �I � � � � � � � � � � � I 1 O I 1 , '-6" 5'-6" I I 3,� � 2'-3" I C 3" �'-6" c°� '-0" 22'-0" '-0" 1S'-0" 24'-0" 30'-3" � �7'-9" 14'-0" 7'-9"� � 33'-6" ° , � � N o ' "_______________'_____ � ______ ________ ______________ ____'__'_'_________ _'�'_______ __ ____�________________�__'_____ _______J 1 I � '. � ° 17 i i �� o , , ^ — - - -� - - - � —�J , - - - - ---------- - , � ,� _ I I � � N � � q H� O �p so, ; ; n - � — ' — _ � � ----------- -- � 1-4" � i i o � i � , I 1 1 I j j : N I 1 _ I I I I L__'_'_ — __--J . , I p � _____________ ___ _ _________ _________________ _ SE� C�R PLAN - � � � - --------- -- � � Q � � � l�OWER °� �� - � - - - � _ �� ._r — - - � � I � - - - - . _' � , , �.-------._----- -------__�-_ ------�-------- >. o ' � ' ' I I I Res.14-122 -(Condition#8)A pedestrian gateway feature shall be �' . ` -----_o--- . required between Shops 2 and Shops 3,and between the Flex Retail and i o 0 '� 00 � I ( Hotel buildings.Final gateway designs shall be reviewed and approved by ', � o N ---------- - �the Director of Community Development prior to issuance of building ; N � _ _ _ _ _ _ �— _ _ _ �permits. ' _ � _ � ' � o ° 5- �----- - i - I � I � � ' � °' -`_�_"' ° ° RETAIL LEASE SPACE �-��- �' • — --- SEE FLOOR PLAN-SHOPS 4 _ o _ 17 I 7 I 9,718 S F I � 17 ' o � � o 0 � 00 N I W �g 18 I 21 TYP. f 11'-3" 21 � u � � � — — — — — — — — — — — — — — — — � � �' — —�E) ~ _._._._._._._._._._._._.�._._.-._._._._._._.�._._._._._._._. ._._._._. � v _ \J 25 , --i - - - - - - �- - - - �� - - - � - - - - - - -�F 0 1 �� .\ °' ��• 16 � 0 0 � ■ .\� I I 13 '�♦. I q 2 � �\�. 12 11 27 0 - _ _- � I � \\� � N \�. � it �i '�\ N � �\� i -'-'-'� � ��. I I ��._._._.�._._._._._._._._. _. _._._._._.-. Ii O �.�.�.�. �.�.�.�.�.�.�.�. .�.�.�.�.�.�.�.�. I p M I i � 5-E H 5-E 5-E H 5-E 5-E �9 �3 � �F N 10 � . ,� G � i ° � � Y 1 I` � "�I � _ _ o , i �z �� i , �, ��r ra�, -----i—�------- " `� ��' - -- ----- --- ---- -- --- - ------ - -' `� I'--------------------------- - ---------- ' '� ., - � ---- --- --= ------ --- ----- ----- --- -- ----- - --- - , � ---� , 1 _ : . : _ � � o . � ' � 26 10 20 � 26 � 15 � 17 � � - � � 9'-0" 4'-6" 4'-" 9'-0" 4'-6" 4' 9'-0" 6'-6" '-3" 7'-9" 14'-0" 7'-9" 33'9•' 2_-6" 4-0' '-0" 3'-0" 3'-0" 3'-0" 3-0" 3'-0" '-g t � MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H F O D R I G U E 5 8 P A R T N E R 5 I N G. �a 5 N o�t n w n i s m a� R o e a . 5 u i t a t o 0 M o u n t�I n V i e w C A B 5 0 9 6 5 0)0 0 CONSULTANT SED A RC�, F,i'"~ROQqi ��' �.V h.�P ��n *i`�'C12,818 T� :�6-30�15 p � N�� -�:,Q 9�o A�`�.�' �II� ��\ „ -�:•;�, ,"�•.�,. . . ;, -�� f - , � ��.'�� ' ...�;�.��_�.,... i . �i�l�� ■ �a��MIi�M■- , �. �♦i�;: �I��rM: J REVISION PROJECTNO. 2L.�j�j9 DA7E 12.13.13 DRAWNBY SCALE AS SHOWN CHECKED BY FLOOR PLAN RETAIL SHOPS 3 2A3.0 146'-0" o + � , J. �. s_ _ FLOOR PLAN RETAIL SHOPS 3( 9,718 SF) ��$° � p ��3KENNEIHRODRIGUESBPARTNERS,INC. SHEET KEYNOTES aEXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED �� SANITARY SEWER LINE,SEE CNiL AND PLUMBING 20 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE ON 6"CONCRETE CURB(WHERE OCCURS) DRAWINGS PREVENTION BUREAU REQUIREMENTS aALUMINUM STOREFRONT WINDOW SYSTEM WITH ❑ 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. CENTER SET CLEAR GLAZING 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWGS �3 STOREFRONT ENTRY DOOR WITH CLEAR 13 FO EQUIPMENOTO A OUT LECTRICAL DRAWINGS 22 "NANAWALL'-SLIDING DOOR SYSTEM GLAZING 4� LINE OF METAL CANOPY ABOVE �q 1 HR FIRE RATED ASSEMBLY WALL TO ROOF 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM DECK STEEL TUBE COLUMN PER STRUCTURAL DWGS; � LINE OF CANVAS AWNING ABOVE 15 GAS METERS,SEE PLUMBING DWGS. 24 PAINT FINISH � LINE OF WOOD TRELLIS ABOVE 25 LINE OF WINDOW SILL 16 ROOF ACCESS LADOER WITH HATCH ABOVE � CONCRETE SLAB ON GRADE,SEE STRUCTURAL 26 POTENTIAL DOORS FOR FUTURE TENANT � DRAWINGS �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. � SLAB EDGE,SEE CIVIL AND PIUMBING DWGS. � �INE OF METAL FRAMED CANOPY WITH GLASS 27 TRASH ENCLOSURE AWNING 18 COOLUMNO(PROVIDE ONCRETE SPLA OTTOM OF 28 TRANSFORMER LOCATION WITH SCREENING � LINE OF ROOF OVERHANG ABOVE BLOCK AT LANDSCAPE AREAS 19 FIRE SPRINKLER RISER I tn I LINE OF SOFFIT ABOVE . � 0 fV s 0 t0 30'-0" I � I � I 2'�� I� I 2T-6" I � � �� 30'-3" ��A 0 ' – – --�— �( � 11� i !i ll1LlL�1J�11�J1111�---�---i i 2 3 6 10 I 6 ,.. „ �, ,_ I _ _ .. � . '.�'.. �.: :�: I .'�. � ��'.. . .. ��. ., - � - � _ �: -- �� _ -�- - �: - �-----�: - �� ; fi � � I ', � ; w i ��'4 '�� __`^__ _________''"`___ _�___�__"'______________`�`_____a_'_"'..'�"'_"_'____'_�'�`'___________ � I r I I 600 I � O O ^^I I � � 194'-0" 29'-6" 3" 7'-9" 14'-0" ----------------- � 10 i i � � I I I � � � � '— _ _ _ � O LEGEND EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. SHEATHING OVER 6'MTL.STUD FRAMING (SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE � SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF ROOF STRUCTURE 24'-3" ��, 30'-0" �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O WINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. 0 I 3� I I 7'-9" � 24'-0" � 30'-0" i. 18'- ' i.5'-6" U � � ' ' � �. _; .. .. _. . . �� 2 . � . . �, .. � 1 _. � ...._... "__" � . .__". .....�.�.. _"".�__. ___ �_"_.___ _ � . ... .._..... .......: ... ....... , . -. : . . � _ _ _ _ , ■: ■: . ■ ■ i � '�� ' - � I � � , � 17 ; , ; . � I�� I i ------ ---- ---�-�-------------=r�-------------��-------------�_.------�---------------------�='�----- r � � _� , ;o � H --- -------- � . ; s-e �2 i 4 , _ ' �---- -------- � i I � � � � � � .., -��.rr��+ s+.. «�. _,.:-.'�► i � � i � � � o i - - I - - - - - - I � ' ( bo � i i � � i � � �k �i��i� ��♦ � � � � � '� . . . � p� . � � �:��lia'�f111:Mal�i s __________' I I � �.� • � * + —�- - - - —� - - - - —a— �j � — — — — — — —� — — — — — ~,, �?��.. " P'�sr+°tt.1i.►S .ssS= —r-�-: - ''c� i..- .r1E_ ._....___.,,, 2 �� o CD CO _ — _ — — — _ � _ _ _ _ _ _ — ./+. +� I• w� �•�t,•,�y/ O I � '�t��•� ��`%��e�.f � `i 'y�r/ / N ° • 18 I I I I I 21 P. . � '��.......-.....u.. .:rc 3� 17 0 °' °° _ I �ETAIL LEASE SPACEI ,$ °° ° : ;� � 12,616 SF °r ° i' 25 11'-6" I I 1 I I ��d:��'_r'c� --- � :` ii 0 :�:�:__.�:_:_:_:_:_� :_:_:_:_: �, � � � � ��s.��.:.:�� . �. �. �. ; . _ . ,---, �1 - - —�- - - - - —�- - - - -� � — ' � � o e --- •��\ — — — — — —t. Ara d .jc ��wrw.+.� �a..�.� o i0 <O :._--_ — — — � \\\. — — — — — — — — I � ��_ O i ii �\. 12 11 • !' 6- 16 ��• I I I I I 4 rl � � �� q co a: � 13 '�� b� o� j� 25 N �� _.�_-•-•-•-•-•-•-•-•-•-•-�-.-•-•-•-•-•-• - -•-•-•-•-�_______ •��.-•--.-.-.-•-•_•-.-•-•-•-•-•-•-•--•-•-•-•-•-•-•-•-•-•-•-._. . . , CO ..-..- `._._I_'_'�'�'�'�'�'�'�'�'�'_'_'_'�.��'�'_'�'_'�'_'�'�'�'�'_'�'�'�'�'�'�'�'�'�'�'�'�'_'�'_�_'_'_'�'�'�'�' '�'_'_'�'�'�'��'�'�'_'�'�'� . O I I O O � I I I O � 19 . o � � � � : � � � � � � � a � � � 1 , A � A . � �� a� � � � � we� � +x� raw �.r �. � � � �I ?' 17 � � . � ; . ._ ._ ; ._� _ r � � �--------- ----------- --------- ---- --- --�- - -- --- ----- - -- --- ---- --- -- -- ------ ----- - ---------- --- --- -- -- - - ------- -- --- -- --- -------;--` --- � . 1 . , � - �- - , .,..:- . , ;: Q " 17 15 20 26 1 2 1 2 26 I I �, , 10 26 I '. r -' ;.,:>:_� , , 27'-6" '-3" 9'-0" 4'-6" 4'-6" 9'-0" 10'-6" 7'-9" 14'-0" 7'-9" 10'-6" 9'-0" 9'-0" 9'-0" 4 " 4'-6" 9'-0" :i_': '-}i ,`;a.,�;- � 2�-6" 3" 3�-�" 3'-�" 3�-�" 3" 3" 3'-�" 1'-6 3'-0'' 3'-0 3'-0" 3'-0" 4'-0 ':-6: 194'-0" FLOOR PLAN RETAIL SHOPS 4( 12,616 SF) ( »a° � 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 8 P A R T N E R S I N G. ��5 N o r�� W�i�m a� R o e C, $u I t• 2 0 0 Mo��.i� view . c n e s o c e s o�o 0 CONSULTANT �gF�ARC,�,i V`� o-R0� �'c� ti,�r � � *�c,2,a,e T* �6•30•15� N��OF CA``��Q �Ii� \ „ � � \� I�� .� � "� •..�'�--` 1_�•�+�-�� ■wr-rrw+� � i.�1� ��:'...: .l ��5� Pao,�cr No. 22.559 oare 12.13.13 auWNBY �A�E AS SHOWN CHECKED BV FLOOR PLAN RETAIL SHOPS 4 2A3. 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. 0 (V N 10 , s CLOCKTOWER FLOOR PLAN I ��4' 2 so�-o• SHEET KEYNOTES � EXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED a, 17 25'-0" 25'-0" ON 6"CONCRETE CURB(WHERE OCCURS) °' ALUMINUM STOREFRONT WINDOW SYSTEM WITH a� � 5'-0" 16'-0" '-0" '-0" ,- 6'-0" 5'-0" 21 a CENTER SET CLEAR GLAZING � -------------------- -_1,_-_�____- �3 STOREFRONT ENTRY DOOR WITH CLEAR �r - � � � � - � GLAZING �, 5 ��O+ �:��0+ � �� g.q� fs'� �,� 4� LINE OF METAL CANOPY ABOVE io �. ABOVE +' 21 ��A�VEr z3 CO 5� LINE OF CANVAS AWNING ABOVE � I � i 22 PA � 22 � � � 6� LINE OF WOOD TRELLIS ABOVE � ° � I ' � RETAI L LE SE SPACE � � I I Q CONCRETE SLAB ON GRADE,SEE STRUCTURAL ° I i i � ° � DRAWINGS R � �� 9 7 SF 5 �� ' �' � � LINE OF METAL FRAMED CANOPY WITH GLASS � � - � ---+ AWNING $ � - - - - - - -� g❑ LINE OF ROOF OVERHANG ABOVE � _ -�-�-�-�- --.-.-.1.I . . . . . . . . . . --� � � 18 I I ; � ❑ LINE OF SOFFIT ABOVE Q N � � i 3oe 11 12 � 303 i I jv o 10 � � o � � � � � o � '' � �3.� � � � � �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBINI � � � � � � � DRAWINGS -- 19 j � 23 13 -- c� io �( I�o> � o Q N ._'_ ��,. ■ 15 , AB VE I II .� �P�BOV 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWG c� �i�`3-B+� 305 I I � ,�` �g � 13 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS � �� FOR EQUIPMENT LAYOUT - � - � ----------=--- � � -------------- 1 HR FIRE RATED ASSEMBLY WALL TO ROOF 3'-0" � '-0" � 14 DECK �-0� �2�-�� ` -0� �-0� �2�-�� 9� 15 GAS METERS,SEE PLUMBING DWGS. 17 ' ; '__r�� 16 ROOF ACCESS LADDER WITH HATCH ABOVE ��U"� ; �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. ... ..._. � �:. � -.��--.-__-.-_ :...-_ �� !� �r t � SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. I18 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COIUMN(PROVIDE CONCRETE SPLASH � � � '----------- BLOCK AT LANDSCAPE AREAS SEE FLOOR PLAN-SHOPS 4 � � 19 FIRE SPRINKLER RISER � :_:. _. .: ____________ H 20 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE � PREVENTION BUREAU REQUIREMENTS ------ ----- i 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. � � � � � ' ' ' ' 22 "NANAWALL"-SLIDING DOOR SYSTEM � � � � � � � � ; ��EE CLOCKTOWE� ; 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM i i FLOOR PLAN i i i i i i 24 STEEL TUBE COLUMN PER STRUCTURAL DWGS; � i ' � PAINT FINISH � I 25 LINE OF WINDOW SILL ------------ 26 POTENTIAL DOORS FOR FUTURE TENANT '-0" 22�'�" '-0" ■ 27 TRASH ENCLOSURE I I 28 TRANSFORMER LOCATION WITH SCREENING SEE FLOOR PLAN-SHOPS 3 a-• -•-•-•-•-•-•-•-•-•-•-•-•-•-• �• -•-•-•-�-•-•-•-•---•-•-•-•-• • 1 �'_'�'_'�'�'�'� � I � � 9'-0" 12'-0" 9'-0" I H � i o � , o ' �'�- o . , ,: -----------------�, �--' ------ ---------------- , _ . � : _ .� � .r° - _ - .� r. q � � ' M = t�t. �_ - r� �, _ 5'-6" 30'-0" 5'-6" FLOOR PLAN-PAD 3(1,907 SF)& PLAZA �il LEGEND EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. SHEATHING OVER 6'MTL.STUD FRAMING (SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE � SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF ROOF STRUCTURE �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O WINDOW TYPE DESIGNATION,SEE WIND SCHEDULE GENERALNOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER L�NE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 Y K E N N E T H F O 0 R I G U E 3 8 P A R T N E R 3 I N C. ��5 N o r 1� W h I�m�n R o a d. 5 u I 1 e 1 0 0 uo��.�� vi,. . c� e s o u e s o�o 0 CONSULTANT �`'ED AI?C�'i G�' P R�� f<` *`�C12,81�T� �6�30�15� cn9�oF CA`1��,Q _ /II� ��_'. � „ 1 '�� 'i:'��— �� . �:� 1 -� __�_�_-�.-�� „ �..,�.,..� .— � '■�1; �� .r�.. I �.:� � r�v�sroN aRO.�cr rro. 22.559 on� 12.13.13 DRAWNBY SCALE AS SHOWN CHECKED BY FLOOR PLANS PAD 3, CLOCKTOWER & PLAZA 1 2A3.2 O2013 KENNETH RODftK'UES 8 PARTNERS,INC. O� 0 O cc � 68'-0" _._ _ I � _ _., � � - : '� - � _ � � , I o � i � .. .. . , I . . N �----------=--=---------------= SEE FLOOR PLAN-SHOPS 4 ,- '� „ , �; �, �; , ;, :7 FLOOR PLAN RETAIL SHOPS 5(3,893 SF) � ��$• I 1 SHEET KEYNOTES aEXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED ON 6'CONCRETE CURB(WHERE OCCURS) � ALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING a3 STOREFRONT ENTRY DOOR WITH CLEAR GLAZING � LINE OF METAL CANOPY ABOVE � LINE OF CANVAS AWNING ABOVE � LINE OF WOOD TRELLIS ABOVE aCONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS � LINE OF METAL FRAMED CANOPY WITH GLASS AWNING g❑ LINE OF ROOF OVERHANG ABOVE �p LINE OF SOFFIT ABOVE �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBING DRAWINGS 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWGS 13 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT 14 1 HR FIRE RATED ASSEMBLY WALL TO ROOF DECK 15 GAS METERS,SEE PLUMBING DWGS. 16 ROOF ACCESS LADDER WITH HATCH ABOVE �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. 18 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 19 FIRE SPRINKLER RISER 20 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. 22 "NANAWALL"-SLIDING DOOR SYSTEM 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM 24 STEEL TUBE COLUMN PER STRUCTURAL OWGS; PAINT FINISH 25 LINE OF WINDOW SILL 26 POTENTIAL DOORS FOR FUTURE TENANT 27 TRASH ENCLOSURE 28 TRANSFORMER LOCATION WITH SCREENING LEGEND EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. SHEATHING OVER 6'MTL.STUD FRAMING (SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 IAYER'TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE � SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF ROOF STRUCTURE �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O WINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. MAI N STRE ET CU PERTI NO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T N R O D R I G U E S 8 P A R T N E R 5 I N G. ��S N o��n w n i.m,n a o•a, s�i�e z o 0 Me��.i� v��e. c� e s a.o e s.o�o 0 CONSULTANT �`'ED ARC,�'i G� P�� f� ti� � n *�'C�z,e�e T* �6�30�15� N��OF CA`��,Q � /II\ ��..� „ ■ `/�' 'i:' - �� ;'�„� :� :� Er .r a�: �� 1. �.��,,,,,,_.,.w.... �' � ■ �_.,..... I��.� �i��:.�.�: r�v�sar� v�o.�cT rro. 22.559 on� 12.13.13 oruwNev scue AS SHOWN CHECKED BY FLOOR PLAN RETAIL SHOPS 5 2A3.3 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. ROOF KEY NOTES aSLATE TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAWINGS � NOT USED � NOT USED � SINGLE PLY ROOFING SYSTEM OVER METAL DECKING S❑ NOT USED � FABRIC AWNING SET ON ALUMINUM FRAME 7� CEDAR TRELLIS WITH STAIN FINISH � ALUMINUM FRAMED AWNING W/GLASS CANOPY � ALUMINUM CANOPY WITH METAL PANELS �Q CORNICE O/MTL.FRAMING WITH SHEET METAL FLASHING CAP �� PRECAST STONE CORNICE �2 RETRACTABLE CANVAS AWNING 13 METAL FRAME AWNING W/PERFOR,4TED METAL PANELS ❑ STEEL FR4MED SIGNAGE STRUCTURE;SEE 14 STRUCTURAL OR4WINGS AND DETAIIS �5 COPPER GUTTER AND DOWNSPOUT �s OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL 17 ROOF DRAIN AND PIPING,SEE DET.3/A7.8 8 7/A7.8 �a MECHANICAL UNIT TO BE CENTERED BETWEEN ROOF MEMBERS BELOW I � � 1 H F--------�--------- �� B -—.,�,. ;...r:...�........., � �� : ' � , ;. � ��., ~ � ��, �' 3� � ,:,_ 1 C�—- � -�---r-- � -—-—- _� � G�`` . ... . .. � q� J � � 4 . .. ��r ,,. . '��-.,�-+-�--�.�-w+-.�.-...-+-�r ,�——�s�� . SEE CLOCK TOWER ROOF PLAN 1. �6 ��o c ,� �\ ll. �F }�_ �4..� �� \J H t'' �f �—— V�+r 1 r�i�r �_��_�� \� �.� . . . .�.�..' l(i}--_ _L.._.,.. .�..��. . —-—--- �J ,rr r +wrA fI,'�t h r� �r, e� � � ��, ��tr.�... � � � � �J METAL FRAMING,PAINTED 2Q 18'X 24"LOUVERED MANSARD ATTIC VENT 2� NOT USED 22 ROOF ACCESS HATCH 30'x 36",SEE DET.S/A7.8 23 SPLASH BLOCK 24 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT 25 METAL PANEL JOINT,SEE DETAII 3/A7.5 26 ROOFSCREEN 2� 6x FIRE RETARDANT TREATED WOOD RAFTER TAILS,SEE DETAILS � � � z$ GALV.SHEET METAL FLASHING 29 BRICK CORNICE WITH SHEET METAL FLASHING I I � � ..._......... T.O.W. I LEGEND � DENOTES ROOF SLOPE DIRECTION HVAC ROOF TOP UNIT. �� ON 8"CURBS. HEAT PUMP UNIT ON 6"SLEEPERS,SEE MECH.DWGS � MAKE-UP AIR LOUVER,SEE MECH.DWGS I � IT.O.W....... RWL RAIN WATER LEADER TO EXTEND 5' BEYOND BLDG.SLAB EDGE,CONNECT TO STORM SEWER. SEE CIVIL DRAWINGS OD OVERFLOW DRAIN. +Q'-Q" T.O.W. T.O.P. T.O.D. � � DENOTES ELEVATION POINT TOP OF WALL ELEVATION TOP OF PARAPET ELEVATION TOP OF DECK ELEVATION DENOTES ROOF SLOPE DIRECTION DENOTES EXTENT OF BUILT UP ROOF CRICKET-MIN.SLOPE 1/4"PER FOOT I � � ';I'� :� � �! � 0 ; - .� • m i'a mm � � � I � I G i�iiGiiiiiiiiiiiGiiiiiiiii��'��iiiiiiiiii�i�iii��ir��iwG �—I------- � ��a��A��r��r�� OI ��A��0��"��1�'•�"��IY��5�� +• s ■ ■�� G iii��G�a��i�i�oI��u��■ iI ��I��I�I�I��i��l�l�l�l lli��l�liiiiinl■I��iiiwiGsiiiiiiiGiiiii�ii ��! 11�■�11�■■��_��■��■�� . ± ��I�I��IWi��I��I�I�IM1�I��I�I�� O ��IA��r r��=�� --�=I-=-�------I--�------_. .....:....:.., �---___�_-__-_=__- ::...:,........I.`......, mm ::�:::I:I:�:�:I:::::I:I::I:I:I:I:� , '0 0 - � ' • • e �_ � �.— . ■� - --_�_�_.—___�_,_._. .__.�_� _. ..�..�....._..--.�..�----.._...__�._�__ - �- - � — O --- .� • ■� ■� a.— �_ • �" „_ � �m . ,� ; m � � , � / / s • � / �� ^l S (� ' •� •' � � � �� 4 �' •� � ;� � — � �� ■i __...._a—� .. �.� .�.� -...._...�...� .� .:..:-....__._.—.�r Q . .__._..` • _. ..• _ _ � 1 I � I �� i �I � • • , �� . . 4� m , �i. � ..:. ..: ...: ..:�, ..� .... ..�:A� ..... ..;:; .�.: .. �:..: ::... .. �i '.: .;;. - � � � �� _: � � �� 1� .u�� : . , lallllll!► m rm `,mm ii:iiG�iiii� • ,._.._..._.� � . � liii ' 0 o m o 0 0 0 0 ' o ROOF PLAN RETAIL SHOPS 3 I ��$' MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R I G U E 5 8 P A R T N E R S 1 N C. ��5 M o r�n w n 1.m a n n o e a, s u��s x o 0 Mo�n�.�� v�ew c� e s o.o e s.o�o 0 CONSULTANT SE�AR�y `��°�� *W C12,818 T�, �6•30•15� N9��F CAL��Q KEYAl4P N 0 I � a REVISIOIJ Pao.�cr ra. 22.559 on� 12.13.13 oanwr+er scue AS SHOWN cHec�o er ROOF PLAN RETAIL SHOPS 3 2A4.0 � O 2013 KENNETH RODHIGUES 8 PARTNERS,INC. ROOF KEY NOTES aSLATE TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DR4WINGS � NOT USED � NOT USED aSINGLE PLY ROOFING SYSTEM OVER METAL DECKI NG Sa NOT USED � FABRIC AWNING SET ON ALUMINUM FRAME 7❑ CEDAR TRELLIS WITH STAIN FINISH g� ALUMINUM FRAMED AWNING W/GLASS CANOPY 9❑ ALUMINUM CANOPY WITH METAL PANELS �Q CORNICE O/MTLFRAMING WITH SHEET METAL FLASHING CAP �� PRECAST STONE CORNICE �2 RETRACTABLE CANVAS AWNING 13 METAL FRAME AWNING W/PERFORATED METAL PANELS ,14 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DETAILS �5 COPPER GUTTER ANO DOWNSPOUT �s OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL �] ROOF DRAIN ANO PIPING,SEE DET.3/A7.8&7/A7.8 �$ MECHANICAL UNIT TO BE CENTERED BETWEEN ROOF MEMBERS BELOW �Q METAL FRAMING,PAINTED ZQ 18"X 24'LOUVERED MANSARD ATTIC VENT 2j NOT USED 22 ROOF ACCESS HATCH 30"x 38",SEE DET.5/A7.8 23 SPLASH BLOCK 24 BUILT UP ROOF CRICKET-MtN.SLOPE 3/8"PER FOOT Z5 METAL PANEL JOINT,SEE DETAIL 3lA7.5 26 ROOFSCREEN 2� Bx FIRE RETARDANT TREATED WOOD RAFTER TAILS,SEE DETAILS 2$ GALV.SHEET META�FLASHING 29 BRICK CORNICE WITH SHEET METAL FLASH�NG LEGEND � DENOTES ROOF SIOPE DIRECTION HVAC ROOF TOP UNIT. �� ON 8"CURBS. HEAT PUMP UNIT ON 6"SLEEPERS,SEE MECH.DWGS � MAKE-UP AIR LOUVER,SEE MECH.DWGS RWL RAIN WATER LEADER TO EXTEND 5' BEYOND BLDG.SLAB EDGE,CONNECT TO STORM SEWER. SEE CIVIL DRAWINGS OD OVERFLOW DRAIN. +Q'-Q" T.O.W. T.O.P. T.O.D. � � DENOTES ELEVATION POINT TOP OF WALL ELEVATION TOP OF PARAPET ELEVATION TOP OF DECK ELEVATION DENOTES ROOF SLOPE DIRECTION DENOTES EXTENT OF BUILT UP ROOF CRICKET-MIN.SLOPE 1/4"PER FOOT O O O 4 O O O O I I V,v;,� o I 7 15 2 I ( 0 I I I .._........ � � ..._......... I I I o.w. r.o.w. � - � - - - --}� - - - � : : : ,5 , . = , _ � I I I 15 17 ,� ` ; ; � � 17 I I I 2 1 � I I S�oP� .s�.oP� - � .��."`�`..... ,..r..~�"'. � . ��• ° I ° I I i, .' ": . . .. � A4.4 � � . I I � � , ._ ,. r . .. .. . �. ; � . , , . . . , . � -11`,' ... -�.,�.._. e..� ' -� . . .. .. 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ROOF KEY NOTES � SLATE TILE ROOFING OVER METAL FRAMING;SEE STRUCTURALDRAIMNGS � NOT USEO ❑3 NOT USED t,_ ....:r.•».'+-^+�`� -- _''°° ' � �'� 6 ❑ SINGLE PLY ROOFING SYSTEM OVER METAL =�� t 4 DECKING � '' � + O� �'� 5❑ NOT USED � . ��,L►1_�� , ,�.?'�,yii�'•%ra . - � a FABRIC AWNING SET ON AIUMINUM FRAME , I'r�-iecdL.d it;�p:li ❑7 CEDAR TRELLIS WITH STAIN FINISH n.r. ' r`.�.'r �' ' �_ � � ' _,a .,t.��R`,�#�� $ ALUMINUM FRAMED ANMING W/GIASS CANOPY ;�sr_'.:..�r:;:_, __.,..__ __= � ............. � i� �. T�W � RIDGE @ 2T-2" � � ALUMINUM CANOPY W1TH METAL PANELS i � i ❑ CORNICE O/MTLFRAMING VNTH SHEET METAL 1 �`' ' . r _.��`- _,_...... 10 9 r /'`• � r• FLASHING CAP s t 4•.' �..*'�'� � � ,';,�� I I � I �� PRECAST STONE CORNICE � ...«r.. �2 RETRACTABLE CANVAS AWNING ; T.O.D. � 13 METAL FRAME AWNING W/PERFORATED METAL � C��rt��s��'� J`� � PANELS � {�Y�•+��,=''�r ,14 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DETAILS Z ` � �5 COPPER GUTTER AND DOWNSPOUT � * �.� ,r ;r, }A.��•�•�• - r � 16 WALRFLOW DRAIN TO DAYLIGHT AT BOTTOM OF �] ROOF DR,41N AND PIPING,SEE DET.3/A7.8&7/A7.8 ❑ MECHANICAL UNIT TO BE CENTERED BETWEEN "'��T� �:•�•"'' 18 ROOF MEMBERS BELOW ic:' ' �9 METAL FRAMING,PAINTED 2Q 18"X 24"LOUVERED MANSARD ATTIC VENT 21 NOT USED z2 ROOF ACCESS HATCH 30"x 3G',SEE DET.S/A7.8 23 SPLASH BLOCK BUILDING SECTION ��8�� 24 FOOTUPROOFCRICKET-MIN.SLOPE3/8"PER 54'-O" 25 METAL PANEL JOINT,SEE DETAIL 3/A7.5 �1 O 2,�„ O 2 3 2,_�, 26 ROOF SCREEN �, , Y 25�-0" 25�-0" 2� 6x FIRE RETARDANT TREATED WOOD RAFTER TAILS,SEE DETAILS I I I I I 2$ GALV.SHEET METAL FLASHING 15 3,_�„ 2'_$2" 2'_$2" Z'_$2" 2'-$2" 2'_$2" 3,_�„ 3 2J BRICK CORNICE WITH SHEET METAL FLASHING _ 'S , � D �a -_ . � , � ,� . ; - . __ .. . . ... . . -- -- :. . ., � � , . " ` DENOTES ROOF SLOPE DIRECTION ; � �-� � _... . `.._-.,-._�,...��- • �� ; _. � � � �� • .._.� ..:.. ._.�...:, � �� Il ' ' �5 P UNIT � _ �: �� i .-� HVAC ROOF T . � 'I A .\�.. : ' ..._. ..� ,, . i ;w � � ON 8"CURBS.O �\ �,r , rn aV r ' , =.�� . �� _ , � • �� - .. , . � �% N .... . ... .. .,. .. .,.. . .�:�. �...-�.. � �'-- -T . . �: , . , .. .. .. ,.... ...- - � .!:�� . ...��...w..�.�� ..� . .. : . _ ..»,....«•r.� - N _.. r:-T'- ' - -- -' �' yLL �� ' a i 12 r.o; '�8 ,tpw HEAT PUMP UNIT � ' '�' ON 6"SLEEPERS,SEE MECH.DWGS . 2� + � r, ' �. .....r,., � f, •�KV ' . .� � � � � '� � . ., . . .., , :. .. _ ,_ , . 00 � : �'y , N ''�SA'-0' . � .'.i. T,9. . .. '7Ab, i , : � �., � �,N -, • ; �� s ' �sGE �r- r�-- �ait�G��'�r. .. � [ � ` B T �i R � MAKE-UP AIR LOUVER,SEE MECH.DWGS SLOPE EIGHT i� ! , gIOPE.. Bk1�PE, � • ; , ,. _ , � 17 - N L---- � D 1/4"/F MI � �� ` ,�� 4;7R � ; � � � ° RWL RAIN WATER LEADER TO EXTEND 5' � ' ,' W � ; , BEYOND BLDG.SLAB EDGE,CONNECT TO N ,' � < ' 12 �� 9-0`'-" . .:.3`A� � �,'� STORM SEWER. SEE CIVIL DRAWINGS : .. � . �. .. .. �� ; . . �, . � . �� _._.. _ _� . "._ , � � OD OVERFLOW DRAIN. � ," , � � - . � g N �-- / �' . � `; � �• �, +0-�" DENOTES ELEVATION POINT // r � �. .��.., � ��' �. ; I � ;;!. T.O.W. TOP OF WALL ELEVATION M ', c , — , ' ! �'� ' ' ' `� T O P TOP OF PARAPET ELEVATION ;n 17 ,. , . . . --- _ . ; , _-._. ___. -- - CO " �'F , D TOP OF DECK ELEVATION , : � ,._: . . . ., _. . � � � ��..�.�: : T.O. . � DENOTES ROOF SLOPE DIRECTION 15 ' � DENOTES EXTENT OF BUILT UP ROOF ; _ " ' ! ! CRICKET-MIN.SLOPE 1/4"PER FOOT I I _- -- ROOF PLAN CLOCKTOWER ��4�� 2 ROOF PLAN RETAIL PAD 3 ��8'� 1 MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E S 8 P q ft T N E R S I N C. 1 a S N o r 1� W�I f m a n R o a E. 5 u i 1• 2 0 0 Mo��.�� via. . c n e s o.a a s.o�o 0 CONSULTANT ��pPMNWqyy� �s�AR�ti�' �a'V�lr�P,R�A4/,��`� �`��' FN a� �* W C12,818 T *� � g'��5 � i �N�` S,�� OF CA�`F�� 'Mmnnnmxaw^`� _ �0� �/' � „ �/ : ■� -,`_�' �:';�_ �_�•�r'-r,� . —»--�-- .� i—� � • �_i'�� ''■�':: ��':nn' i REVISION �o.�cr ra. 22.559 �A� 12.13.13 DRAWNBV SCALE AS SHOWN CHECKED BY ROOF PLANS & SECTION RETAIL PAD 3 & CLOCKTOWER 2A4.2 O2013 KENNETH RODRIGUES d PARTNERS,INC. ROOF KEY NOTES ,,,.,,,...... ❑ SLATE TILE ROOFING OVER METAL FRAMING;SEE ..._......... � T.O.P. T�P STRUCTURAL DRANANGS � NOT USED ...�......... N T.O.D. : • N ..�_.�._.,..�. 3 NOTUSED u� � T.O.D. ❑ SINGLE P�Y ROOFING SYSTEM OVER METAL 4 DECKING � NOT USED aFABRIC AWNING SET ON ALUMINUM FR,4ME 7❑ CEDAR TRELLIS WITH STAIN FINISH $❑ ALUMINUM FRAMED AWNING W/GLASS CANOPY aALUMINUM CANOPY WITH METAL PANELS �� CORNICE O/MTL.FRAMING WITH SHEET METAL FLASHING CAP , ;.�'M,<.o�.,,.,,h,,,e,-,. „T.��,,o�,,-�,..,..,,-.,..>_,,�,,,,,,,,,,,,,,, ...,..-.,:,�,,v.,,..,9,.w..,.:.,,.,. .,�w,,. ,.,,,...,.,..�•, :::'' PRECASTSTONECORNICE 11 �2 RETRACTABLE CANVAS AWNING �3 METAL FRAME AWNING W/PERFORATED METAL PANELS 14 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DR.4WINGS AND DETAILS B U I L D I N G S E CT I O N ��8�� 5 COPPER GUTfER AND DOWNSPOUT 16 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL � Z 3 4 17 ROOF DRAIN AND PIPING,SEE DET.3/A7.8 8 7/A7.8 ` �8 MECHANICAL UNIT TO BE CENTERED BETWEEN \ � �� ROOF MEMBERS BELOW � \ �9 METAL FRAMING,PAINTED l 1 t ZQ 18"X 24"LOUVERED MANSARD ATTIC VENT �"�"'�"�""'"�`� 21 NOT USED � p � m,�,,,�,__ _.I....�q±. 22 ROOF ACCESS HATCH 3U'x 36",SEE DET.5/A7.8 23 SPLASH BLOCK .._......... I ..._........ BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER T.O.'f�. I I I T.O.P. 24 FOOT � —\ _ _ _ _ _ _ _ _ _. _ ,_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — 25 METAL PANEL JOINT,SEE DETAIL 3/A7.5 i .............» ...�........ � �7 i T.O.D. 26 ROOF SCREEN OT.O.D. i 6x FIRE RETARDANT TREATED WOOD RAFTER 3'-10" 16 3'-10" 27 i TAILS,SEE DETAILS io i � 18 2$ GALV.SHEET METAL FLASHING 13 22 r�,-- r�,� �3 29 BRICK CORNICE VNTH SHEET METAL FLASHING I ��y ry( �� y yy� l I I o ., ., o L___ L___ LEGEND __—_—_ _� _ I HEIGHT HEIGHT � ______ ___ wicuRS: r wicuRS:sr 2 � DENOTES ROOF SLOPE DIRECTION � 24 SLOPE �� ONA$CO BFSTOP UNIT. O O 1/4"/FT.MIN. p O � M I I ( M � � HEAT PUMP UNIT I _ I� _ ON 6"SLEEPERS,SEE MECH.DWGS r�j, _-_—_—_ _—_ �� t Hei�Hr HEIGHT � MAKE-UP AIR LOUVER,SEE MECH.DWGS - — — � w�cuRS: r wicuRe:sr � 4 r^� "� r^� " � RWL RAIN WATER LEADER TO EXTEND 5' � I�y�`�� I�y�`�� I I BEYOND BLDG.SLAB EDGE,CONNECT TO � i � L---� L---� � STORMSEWER. SEECIVILDRAWINGS - �� — OD OVERFLOW DRAIN. 16 � 16 SLOPE i �� 1/4"/FT.M . i .._........... RWL a: 00 � � T.O.D. +�'-0" DENOTES ELEVATION POINT � i �� o� '� ' T.O.W. TOP OF WALL ELEVATION � — �_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' — I I T.O.P. TOP OF PARAPET ELEVATION """"" � •••-•^°••° T.O.D. TOP OF DECK ELEVATION T.O.P. T.O.P. •••—•••••••• I � DENOTES ROOF SLOPE DIRECTION T.O.D. 7 � CR CK TS MINESLOPEB 4ILPER OOT ROOF PLAN RETAIL SHOPS 5 ��$" 1 MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D 0.1 G U E S 8 P�R T N E R S I N C. 0<S N a r t� W�1 f m a n R o e E. 5 u�i 1 e i 0 0 uo��i.i� vi.. . c n e s o.o e s.o�o 0 CONSULTANT ��a�wunwwiwxy�r a�sED ARCy�,� a�V� Q'RO��i�� ~�C�' F �a '�`�C12,818 T�` �* 6�30�15� *� �N�'� ~�a'� �►9��F CA�M�� ` _ �II� ��/. �` „ '/�. •�: �� ;��;� � � - ��•l�'--�� _� .... ...�._. ,� I■',�� _•�i.�..� i �� ':��..� i r�visrorr rr+o.�cr r+o. 22.559 oa� 12.13.13 DRAWNBY SCALE AS SHOWN CHECKED BY ROOF PLAN & SECTION RETAIL SHOPS 5 2A4.3 O2013 KENNElH ROORIGUES 8 PARTNERS,INC. BUILDING SECTION RETAIL SHOPS 3 I ��$° I 1 BUILDING SECTION RETAIL SHOPS 4 � �i8� I 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E 7 H N 0 D R I G U E 5 8 P A R T N E R S I N C. ��5 N o r t� W�I�m e n R o�G, $u I t• 2 0 0 M e u n��1 n V i e w . G A !3 0.9 6 S.0 1 0 0 CONSULTANT �`'�ARCh'i tiV� �R��n � F *�C12,818 T� N��6•30•15�� 9��F CALt��~ /II� �� / � -�� =�= :� ■� . �;rt�r .� �. -�-,+r� r=- -.�-�..` � ■�1-;�,;■�r,�i�':':::� REVISpN ano.�cT roo. 22.559 onre 12.13.13 auwr�er scue AS SHOWN CHECKED BY SECTIONS RETAIL SHOPS 3 & 4 2A4.4 O2013 KENNE7H RODRIGUES 8 PARTNERS.INC. 22 GA GLV.SHEET METAL GUTTER AND DOWNSPOUT, PAINTED TO MATCH ADJACENT WALL. GUTTER DETAIL r_ne�i�TCOe ocwr,�n C.SOUTH ELEVATION B.WEST ELEVATION A NORTH ELEVATION COMPOSITE SHINGLES ROOF OVER EXTERIOR SHEATHING GALV.SHEET METAL GUTTER AND DOWNSPOUT,SEE DETAIL 0 -0w J S i�-------------- p i i =3 W i i i i U' W W � `�`..'�� c0 W�a � TRf�,9/i�ft�LID i v =�� GALV.SHEET METAL ,c � O Z i;' O EN D) ��i O V 3 ��PO�, H W� SURFACE DRAINED. �� WALL FOUNTAIN,SEE TRASH BIN 00 �q LL A7.0 'v ¢ � LL : FOOTING PER STRUCTURALDWGS. secnoN A C.SOUTH ELEVATION -COMPOSITE SHINGLES ROOF OVER EXTERIOR SHEATHING GALV.SHEET METAL� GUTTER AND DOWNSPOUT, � �N SURFACE DR.4INED. � � � SPLASH BLOCK � B.EAST ELEVATION STONE VENEER SET IN CEMENT PLASTER M "v �IN � . B � � _ � � 0 n e I I b I I TRASH ENCLOSURE-SHOPS 5 ��8�� 2 :��:.:� o � A MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 8 P A R T N E R S I N C. ��5 N o r 1� W�i�m c n q o a E , 5 u I t e 1 0 0 M o u n t�1 n V I a w . C A !5 0.Y 6 S 0 l 0 0 :ONSULTANT ��'�uay �r'�A�y�`i''`` � �'`V�.P'��n_ °� N �: :* �C12,818 T *. � �6�30•15 S � Nl� ,,��e � 9��F CA��,��`"� XdMpp�lYMh�M � /II, i�l � „ � `/�� '1��- �`— �� ; �'; 1�r- -_. .� �. _,�,�r --.-�.-�-t. � ��,��, . ..,..... , : ,r��i■:....• � .. �� — �f - — 5'IPE T8G WOOD `p � i: BOARD,CLR STAIN, � ` COLOR WS2,TYP. — — � � eB �zo.�cT rio. 22.559 on� 12.13.13 �? WALLFOUNTlUN,SEE O pw,WNBr scn�e AS SHOWN � A7.0 1 1_$� CHECKED BV - - - - - -- ° � TRASH -0 ENCLOSURES � A NORTH ELEVATION � _ S H O P S �� ----------� � �w � � � ° N 2A5.0 ,� , TRAS H E N C L O S U R E-S H O P S 3 ��8�� 1 CO p�3 KENNET}1 ROORIGUES E PARTNERS,INC. . � . � -� � •� •- • : •' ' • • •' :• • � : - � .;�, .�e� : . � �' ' --' .� , , , � �r.i.ii.r��•,�ri�i� r:r.r�`� �// � ♦ _ i/� � � -►' � • %,� � j % �..,�.- � /� _ :� � ` . , � % � / : : - � �� d � .:..:�,� �. .,.. ,. •.... � (II �I/// II/I/ II//I %/// O ��,, - � •- �• �a - � - � � •� �o - � • - •- �o - � • - •- �o / � i��• . ....... .. . �I/.. I//I/ �/I • �:� • ' .. ., ■ � � / �� ,�� % j . .. � �■ .:%: . - I Ii � % - _ ,,�// � - .�/ � - _ � _ S � ., /�:.� .� ,�� %' i i si ii ..`�� • '..r� ■ ..,.:. ..., S!�� i�.-. n��ii ii •i � :....... �.:. �. .. �� .:. .. ......:.. . �: .. I� � : �� 1 :.� e » . ',.'. '.,:� ' , ,. 1 •. , . � � � � i ��► . � �. �,�.: - � •- - • • �� - � •- • _ �� MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 6 P A R T N E R S I N C. ��5 N o r 1� W�I�m a n R o�0, 5 u I 1• 2 0 0 M o u n t�1 n V 1 a w . C A E S 0.Y E S.0]0 0 CONSULTANT 5�AR�y G�'�P-R�� /�f� *�C12,81�T�* �6•30•15� N9��F CAL1F�~ KEVA44P N 4 i o � REVISION �o.�cr rro. 22.559 DATE 12.13.13 auwNev scue AS SHOWN CHECKED BV FLOOR AREA CALCULATIONS SHOPS 3,4,5 & PAD 3 2A6.0 O2013 KENNE7H RODRIGUES E PARTNERS,INC. ■ �s,,..:; a �:y. _�_.�..� .� ��.cs:k:s<r�...e..�"a i, � A��f�3$��i.J��.=-'�,��o�';lJr ,� �S�iitL:�A r\:r�.:�: ..�.�~ �f,>a ..syn`t�:S�i�iatxJ�i'i'�'i�..�._...-�,.._.. - �3: S�S.;i��. }::is �e��:i�t:j„t:�'�� /�!`��._...e..,..... •� S�'b`1 i�i�./�'+ . ..�.– 1i��iS i::iil::(,'S:f ` � � <. _•'s°"'.".,, r�—_____� �� s SURFACE MOUNTED DIAL BY VERDIN r �,,.� ,��: ;: Standard dial illumination(back lighting)is provided by two fluorescent tubes with zero ballast illumination controlled automatically by a photoelectric cell mounted in clock frame.When lit the dials take on the appearance of a full moon,"moonglow backlighting.'With Moonglow Backlighting,no shadows are produced around the dials or behind the dials. GLAZING ANGLE� ` / #H2 HANDS w/ WHITE BALANCE ` / RODS / ` / ` TOWER CLOCK SURFACE MOUNTED DIAL Terra Cotta Moss .�� . �a � � � .. ��` 4 k . , ��t= -. � y�,.. � , ��, � __._,._„_._..... ..� _�,..� � , ;; __,e.�_._.,___,__�_,. .,_...,�,�„,__..�.�.� �� '%� � __ ��-,, _ 1146 Sunflower Wall Fountain 60"H 60"W 36"D PRECAST WALL FOUNTAIN BY A.SILVESTRI CO. WALL FOUNTAIN � NTS � 1 .�. �''",*,�,_,. �Y..`,.� 4�'ly4.. �.b,� '''�,,� _ �,,,� �S:.s.�,� "�. ,:�,�� '"...m"� '! �1 G.�`'��+��S'�v."'F°t° � ^��N� ai""P r'�. `r�Y,�, L .,rA^t ��,��P " " @ .� „�,�pd.s•�.e.eu .�.�,� ��`.��`�i t ��F �� _ ��. '�«�,��^.��?��.�� _ CLOCK DETAILS � NTS � 3 � WELL PULLEY WITH LIGHT FIXTURE ( NTS � 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E i H R O D R I G U E 5 d P A R i N E�3� 1 N�. a�S N o r 1 n w n I s m a n R a e d, S u I t s Z 0 0 M a u n t�1 n V I s r . C q 6 5 U.9 6 5.0 1 0 0 CONSU�TANT tiV�?�P D°RCy/��n � �•� �iZ C12,818 T';� :�6-30-15 N�. �'Q �' . � 9�'••. ..•C�` OF'�A�1F �II� ��\/• „ `�,�� '�: ' � � �_ � •r � 1 I i� �_=,�L=� ��.:. ,-��- � ��II� i■, •: ■r■��i■:..—..: �•_ _ :— ; REVISION PROJECT NO. 22,rjrj9 DATE 12.13.13 oanwriev SCALE AS SHOWN CHECKEDBY DECORATIVE FEATURE CUT SHEETS A7.0 O2013 KENNETH RODRIGUES 8 PARTNERS,WC. SHEET KEYNOTES �HEAW TIMBER CEDAR WOOD BEAM(SIZES PER DETAIL) �pRECAST STONE TRIM.SEE DETAIL 8/A9.6 FINISH:SEMI-TRANSPARENT STAIN BY OLYMPIC OR EQUIVALENT.COLOR:"BRICK RED' WOOD CAP �6x6 FIRE TREATED CEDAR WOOD BRACKETS �FINISH:SEMI-TRANSPARENT STAIN BY OLYMPIC FINISH:SEMI-TRANSPARENT STAIN BY OLYMPIC OR OR E�UIVALENT.COLOR:"BRICK RED' EQUIVALENT.COLOR:'BRICK RED' �6x6 FIRE TREATED CEDAR WOOD TRELLIS MEMBERS 1O LINE OF BUILDING FACE FINISH:SEMI-TRANSPARENT STAIN BY OLYMPIC OR E�UIVALENT.COLOR:'BRICK RED' �12x12 FIRE TREATED CEDAR WOOD POST FINISH:SEMI-TRANSPARENT STAIN BY OIYMPIC OR EQUIVALENT.COLOR:'BRICK RED' TRELLIS COLUMN: 5 LARGE CUT STONE VENEER SET IN MORTAR BED O!SCRATCH COAT STUCCO O/LATH O/WATERPROOFING MEMBRANE O! EXT.SHEATHING O/METAL FRAMING PER STRUCTURAL 6 TRELLIS COLUMN: BRICK VENEER SET IN MORTAR BED O/SCRATCH COAT STUCCO O!LATH O/WATERPROOFING MEMBRANE O/EXT. SHEATHING O/METAL FRAMING PER STRUCTURAL aFIRE PLACE.SEE SHEET A9.7 SHOPS 3&4 FIREPLACE TRELLIS 3-FLOOR PLAN I ��4" I 1 SHOPS 3 &4 FIREPLACE TRELLIS 3-SOUTH ELEVATION I ��4' I 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O 0 R I G U E S 8 V�R T N E R S I N C. ��3 N o r 1 n w n i s m�n R o a a . S u I t e 1 0 0 M o u n t�I n V 1�r . C q E 5 0.9 B 5.0 1 0 0 CONSULTANT V�s��y��F �� '•n ":,�c�2,a�e N`•� *:�6•30•15 �'�* N: ��Q �'•. 9'•.., ��F CA�1�� II� ��; ■�,;� � '� � _f —�� _ �� «�.. «� � ��1: ' �� REVISION aveaecr No. 22.559 DATE 12.13.13 DRAWN BV SCALE CHECKED BY TRELLIS PLANS & ELEVATIONS A7. 1 O2073 KENNETH RODRIGUES 8 PARTNERS,INC. 3'-8" 5" 11' 1'-0' it• 5' 9 � �t.� BATT INSULATION BATT INSULATION WHERE REQUIRED � RUNNING BOND BRICK VENEER SET BLOCKING IN MORTAR BED OlSCRATCH COAT AS REQUIRED STUCCO O/IATH O/WATERPROOF " 4x10 FIRE MEMBRANEO/EXT.SHEATHING RETARDANT O/MTL.FRAMING � ' �; WOOD TRIM, STAIN FINISH SOLDIER COURSE BRICK VENEER SET IN ' �;, LAP BUILDING PAPER MORTAR BED O/SCRATCH COAT STUCCO �; MIN.OF 2'(TOP AND BOTTOM) O/LATH ONVATERPROOF MEMBRANE �" OIEXT.SHEATHING O/MTL.FRAMING CAULK ' , , 1'WROUGHT STAINLESS STEEL �� .- ..-.... . . .:., �DIM.PT. � MINUM REVEAL q Q IRON GRILL THREADED PIN _ •=�'a#=`'"�'�=-^'�.`` ____ 2'ANODIZED ALU BY FRY REGLET 'i PER SECTION WORK.COLOR: � a" BLOCKING AS REQUIRED 'BLACK' ADHESIVE • + ;; �.` PRECAST CONCRETE •` �` METAL PLASTER MOLDING. 7/8'CEMENT PLASTER O/ PAINT TO MATCH PLASTER DECORATIVE MEDALLION ,� `' 1"ANODIZED ALUMINUM LATH,O/1 LAYER GRADE"D' �:. REVEAL BY FRY REGLET pqpER,O/WATERPROOF �� 7/8"CEMENT PtASTER OILATH � ;;. •; MEMBRANE O/EXT. �' ONVATERPROOF MEMBRANE O/EXT. �` ° SHEATHING O/MTL.FRAMING SHEATHING O/MTL.FRAMING :: � � WROUGHT IRON MEDALLION - ELEV �� 10 MEDALLION 3• 7 ALUM. REVEAL @ SOFFIT 3° 4 ALUMINUM REVEAL 3� 1 FRAMING AROUND OPENING RECESSED KEYLOCK and r---------------i HARDWARE AS REQUIRED i---------------i METAL FRAME BLOCKING i i � � AS REQ'D i � EXTERIOR SHEATHING � � O/MTL.FRAMING i i WATERPROOF ,� EXTERIOR SHEATHING - """ i i MEMBRANE , .._.-, .,, O/MTL.FRAMING ' � ' .. �---------------i ...., DIM.PT. _:, ----- . :. .,a-:.,�� ..� .:.: �� -: :.. i i .::••�� : PER SECTION , ` �� . , ,', ., _ ' , BRICK VENEER SET IN MORTAR BED t_______________i O/SCRATCH COAT STUCCO OMTH SOFFIT FINISH PER PLANS ONVATERPROOF MEMBRANE O/EXT. � ACCESS DOOR W/COLOR 70 Z' SOFFIT FINISH PER PLANS SHEATHING O/MTL FRAMING RECESSED LIGHT FIXTURE SEALANT AND BACKER ROD MATCH ADJACENT SURFACE SEALANT AND BACKER ROD 2"METAL SOFFIT VENT, " METAL PLASTER STOP PAINT TO PAINT TO MATCH SOFFIT MATCH wALL PLASTER METALFRAME�NSERT-COLOR TO MATCH ADJACENT SURFACE 7/8'CEMENT PLASTER O/LATH ONVATERPROOF MEMBRANE O/EXT. CEMENT PLASTER SOFFIT SHEATHING O/MTL.FRAMING MT�.BLOCKING AS REQUIRED RECESSED LIGHT DETAIL 3° 11 ATTIC ACCESS HATCH 3• 8 VENT @ SOFFIT 3• 5 PLASTER @ BRICK VENEER 3• 2 VERTICAL BOARD&BATTEN O/ WATERPROOF MEMBRANE O/ EXTERIOR SHEATHING CASING BEAD W/WEEP HOLES . i 22 GA.GSM FLASHING °f 4x10 FIRE RETARDANT CEMENT PLASTER SYSTEM WOOD TRIM,STAIN FINISH O/LATH ONVATERPROOF MEMBRANE SEALANT O/EXT.SHEATHING O/MTL.FRAMING BATT INSULATION 1'WROUGHT IRON GRILL SEE TITLE 24 WORK.COLOR:"BLACK' PLASTER WEEP SCREED FIRE RETARDANT BOARD&BATTEN O/ 22 GA.GSM FLASHING CEDAR TRIM, WATERPROOFING SYSTEM OR STAIN FINISH , __= PRECAST STONE TRIM � STONE VENEER SYSTEM.SEE N EXTERIOR ELEVATIONS FOR �' WATERPROOFING FINISH. MEMBRANE EXTERIOR SHEATHING SEALANT W/BACKER ROD ' EXTERIOR SHEATHING J-MOLD&SEALANT BATT INSULATION GALV.LAG ' d O/MTL.FRAMING METAL STUD FRAMING PER STRUCTURAL PLANS J-MOLD AND SEALANT a' DIM.PT. STUCCO DRIP PER SECTION �HEAD 4. CEMENT PLASTER SYSTEM STONE VENEER SET IN O/LATH O/WATERPROOF MEMBRANE 7/8'CEMENT PLASTER SYSTEM MORTAR BED O/SCRATCH O/EXT.SHEATHING O/MTL.FRAMING O/L4TH AS IN 4/A9.1 COAT STUCCO O/LATH ONVATERPROOFMEMBRANE OIEXT.SHEATHING O/MTL.FRAMING WOOD TRIM �-��2' 12 WROUGHT IRON MEDALLION - DET �-��2• 9 CONCRETE TRIM 3' 6 PLASTER CORNER 3' 3 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T N R O D R 1 G 11 E S 8 P�R T N E R$ I N G. �1 3 N o r t� W�I�m�n R o�E, 5 u 1 t• 2 0 0 Mountaln V I�Y' . C A 8 5 0.9 6 5.0 7 0 0 CONSULTANT �`'E�ARC'yi '�,�,t2�P��'cc•��C'� �/� N � N:� 30 15�E� �••. •��.. 9'•.., c��F CA��F /II� r� ►•\ „ 1 •�` ,,�: �� ;�' �; � �r;�,N,r_ ��: -,-, 1 r=��«w�� wrwr��..;,_��. �,�:, $+��iL■��_ REVISION PROJECT N0. 22.�j�J9 DATE DRANTIBV SCALE CHECI�D BV GENERAL DETAILS A7.7 O2013 KENNETH RODRIGUES 6 PARTNERS,MIC. LEAD FLASHING,MIN.30"SQ. SET ON MEMBRANE IN MASTIC, CEMENT PLASTER O/LATH PRIME TOP SURFACE. O/WATERPROOF MEMBRANE OlEXT. SINGLE-PLY ROOF MEMBRANE SHEATHING O/MTL.FRAMING STEEL VENT OR PIPE COLUMN PRIME AND PAINTED WHERE RIGID INSUTATION OVER EXPOSED T.O.SCREEN SHEATHING OVER METAL DECK WEEP SCREED CONT. +6'-0"ABV.HIGH SEALANT PART OF ROOF 2x2 TUBE STEEL TOP RAIL 2-0� SHEET METAL COVER REGLET FASTENED 8 INCH.O.C. WITH GROMMETTED FASTENERS SINGLE PLY ROOFING MEMBRANE PRI ARY a0 ovER LoW LEAD ROOF JACK ROOF RnIN 24 GA CONT.FLASHING DRAW DR�IN� BAND 2 LFIYERS BASE FLASHING N � � SINGLE PLY ROOFING O/RIGID OVER ROOFING ❑ Z '- �, INSULATION AND VAPOR BARRIER HOT AIR WELD i � WELDED SPLICE � SINGLE-PLY ROOFING �, % � OVER RIGID INSULATION ,��="' �n�-�,.''.e�?`��,�i� ,t�'m�`'�-,:°*�'�ti.�;:'r °0 / 3• 3• Z• OVER EXT.SHEATHING � EXTERIOR SHEATHING ROOF SUMP �,,.'-.-,��. .' '_�,�,,.�,�:��::.��,;�,. RECEIVER METAL DECKING � PERSTRUCTURAL a,?:`.e ti�t-.:{'-.-�...s.�. '��S*,,,'c°q..�`, ;:=� .�j �,��.?,aw�J�,,,""x'-s uRYic��.? ...,..s.-�,.`�-�5,:,�v"'. � r�., R NDERDECK �__�� 2x2 TUBE STEEL CLAMP FASTENER OR SEAM PLATE AT 12"O.C. COUPLING INSTALL ALL ROOFING COMPONENTS IN � 4x4 TUBE STEEL FRAME <'-0' FULL COMPLIANCE WITH MANUFACTURE METAL DECK-SEE COLUMNS SPECIFICATIONS AND INSTALLATION STRUCTURAL DWGS. ❑ REQUIRMENTS � ROOF DRAINS DETAIL 3° 7 FLASHING DETAIL 3' 4 ROOF PENETRATION DETAIL 3' 1 ADD'L RAILS @ BACK WHERE REQ'D BILCO � BY PROXIMITY OF ROOF EDGE BIL-GUARD TYPE S SINGLE PLY ROOFINCa MEMBRANE FIBERGLASS REINFORCED HATCH RAIL SYSTEM SINGLE PLY ROOFING MEMBRANE POLYMER(FRP), SINGLE LEAF o� YELLOW,UV RESISTANT&FI ROOF SCUTTLE BONDING ADHESIVE ROOF SCUTTLE,FIELD PAINT ASSEMBLY RETARDANT(P11.91) a SEE DET.1/A7.8 EXTERIOR SHEATHING AND METAL BILCO MODEL"S" �� FOR FLASHING FRAMING PER STRUCTURAL DRAWINGS �� @ ROOF PENETRATION SINGLE PLY ROOFING SYSTEM OVER RIGID INSULATION ��/' � SEE STRUCTL FOR RIGID INSULATION AND VAPOR LADDER UP SAFETY �� /� BARRIER O/EXTERIOR SHEATHING POST BILCO LU-1 � >a CONNECTION OF FRAME TO 6. n � W N ROOF STRUCTURE 'v� MIN. WELDED SPLICE i� BASE FLASHING � a� SINGLE-PLY ROOFING �� CANT STRIP � �� SYSTEM O/UNDERLAYMENT � � � O/RIGID INSUL.O/SHEATHING � LEVELING PAD O/ROOF DECK - '� •�� ' �� SINGLE-PLY ROOFING i SYSTEM O/METAL �r � •� ALUM.POST ------------------------------------ neoverrie � SUPPORTS ,.,...,.�, � ,..�. ��' •,i� :.. }.•:�,;.. .. k� .. ..:. . ." DECKING ROOFSURFACE � �� OR DECK , S RIGID INSULATION �`` �. 4 � •� � � \,� '/ METAL DECKING ' ` � PER STRUCTURAL `` 2 �`� � �� STEEL CORNER BRACKETS �� s� �' �'. (HOT DIP FASTENER OR SEAM PLATE AT 12"O.C. 30'x36'U.N.O `. �� GALVANIZED) INSTALI ALL ROOFING COMPONENTS IN ALUM.POST HINGE `�� /�� FULL COMPLIANCE WITH MANUFACTURE � . � SELF CLOSING(FRP) SPECIFICATIONS AND INSTALLATION SEE DET. FOR GUARD RAIL STAINLESS STEEL � GATE(P11.91) REQUIRMENTS TORSION ROD ALUM.GATE HINGE ROOF SCREEN �-��2° 10 FLASHING DETAIL 3• $ ROOF HATCH 3° 5 GUARDRAIL @ ROOF HATCH NTS 2 22 GA GSM METAL CONTINUOUS SCREENED COPING CAP W/WATERTIGHT RIDGE VENT INSTALLED PER GRID JOINTS MANUFACTURER'S ROOF S UTTLE REQUIREMENTS � OVERFLOW DRAIN � SLATE TILE/ASPHALT SLATE TILE OR � - I SHINGLE ROOFING O/ i SHEATHING ASPHALT SHINGLE '° ONVATERPROOF ROOFING O/ SHEATHING MEMBRANE ONVATERPROOF � ?�� SYSTEMPLY ROOFING MIN. MEMBRANE _� q RIGID INSULATION PER RIGID INSUlAT10N PER p TITLE-24 O/VAPOR TITLE-24 O/VAPOR �� BARRIER AND SHEATHING METAL FRAMING BARRIER AND SHEATHING O/METAL DECKING PER STRUCTURAL O/METAL DECKING 2x BLOCKING AT MOUNTING BRACKET METAL FRAMING PER METAL LADDER,PROVIDE SAFETY PRIMARY ROOF DRAIN 4x6 PREFINISHED STRUCTURAL CAGE IF LADDER EXCEEDS 20'-0" a'-o' METAL FRAME. r 1/2"PLYWOOD BACKING OVER GYP.BD. COLOR BY KYNAR BATT INSULATION PER OR EQUIVALENT TITLE-24 (EXTENDS 6"PAST LADDER RAILS) NOTE: TO MATCH SINGLE PLY ROOFING MOUNTING BRACKET AT TOP,MIDDLE, SEE PL�UMBW'G DRWGS. "RUDDY OAK'BY MEMRANE,RUN OVER AND BOTTOM OF LADDER.SECURE TO DUNN EDWARDS THE TOP OF PARAPET WALL W/2-#12 SMS TO 43 MIL BlK'G SECURE BASE TO CONCRETE SLAB "DIA.EXPANSION ANCHORS. DETAIL �-��2- 11 RIDGE VENT DETAIL �-��2° 9 ROOF HATCH LADDER NTS 6 DRAIN DETAIL 3' 3 MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O 0 R I G U E S 8 P A R T N E R 5 I N G. �1 5 N o r 1 n W�1 a m�n R o a tl, 5 u I 1• I 0 0 M o u n t�I n V I�r , C� 8 5 0.9 6 S.0 1 0 0 CONSULTANT `'�ARC'�'i tiv�?�"R�� •� �'� �•'W C12,818 T; *:�6•30•15 * N�. �'Q �••, .�'�. 9��F CA�1F � �II� ► �� t,. „ � `�� '�� -- �� :: ' �� _ - :�,�. _,_,� �_ +ww «wM.�� ,� ■�;�� ...,....■ , ; _aa��IL�.—. REVISION aRO.�cT No. 22.559 DATE 12.13.13 oanwri er scn�e CHECKED BY ROOF DETAILS RETAIL SHOPS A7.8 O2073 KENNETM RODRIGUES 8 PARTNERS,INC. NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED BY PENINSUTA BUILDING MATERIALS. Res.14-122 -(Condition 12)Prior to issuance of building permits,the applicant shall revise material#18(Ceramic Tile-Alta Vista Daltile or Equivalent)on the Material Board(Sheet MB-1�,and as it occurs throughout the project plans,with a higher quality stone or equivalent to the satisfaction of the Director of Community Development. The following is the material selection made by the applicant: 2.Shop 3&4(columns&clock tower)=Ponderosa Variegated 3.Shop 3&4(base behind stone columns)=Quartz,China Gold. O , C2 ST2� P3 �34°_�p~ 36� 43 15 4 +32'-$'_.. �— ----�--- I . +2$,-0" � . -- ��r �-- ----_— f - - "=�a��'ti'k�,� � '4� .� h� 4�- y2 ' �� r"-:. ,� �. 3.5�`.�� ,•-� � �r a +16-�,.�.Y`�„' i-� _.;�.,,�q�. t . =� y< r �� , �� .�°,�. *�r-��' � -..° . -- � . �„ ,—�I�� , ll__�_1 . ■ , ; 1 1 ;� .�,... I I O O 35 39 r' -- -- � ' I � �� ;� �`. t �. at-..�..��. �{�.w .i., .R`....'l.._ L.t...�...d.. .,..5�." .. '� � , ��_: u wv,, 45 O � � � � ,o n _�; �4�_ n �. +32_-$" j �� _. . I i �-. ; +28'.p" ; I ��; ............. ---.�. __ _..._. _. -- _. COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 1:"GEORGIA CLAY" �PAINT 10:"YUCATAN" �PRECAST STONE:'DOESKIN" A2 AWNING:"BLACK AND WHITE" D SLATE TILE ROOFING O/EXTERIOR SHEATHING PER MANUF:DUNN EDWARD MANUF DUNN EDWARD MANUF VENTURA CAST STONE MANUF SUNBRELLA STRUCTURAL. TYPE:DE5181 i TYPE:DE52b9 TYPE'TRIM.CORNICE,SILL 8 MEDALUONS TYPE:FABR�C AWNING �SIATE ROOF TILE PZ MANUF.UNN EDWAORO^ �J MANUF'D NN EDWARD �M NUFSVENT�U A C ST ST�O E A3 MANUFGSUNB'RELLA U LARGE CUT STONE VENEER SET IN CEMENT PLASTER NPE DEC7D8 i TYPE:DE5268 TYPE:TRIM.CORNICE,SILL d MEDALLIONS TYPE:FABRIC AVYNING P3 PAINT 3"WHITE" I R� ROOF 1'PIKE'S POINT' ,(,�METAL PANEL"BONE WHITE" 4❑ STONE VENEER SET IN CEMENT PLASTER. MANUF:OUNN EDWARD I %MANUF AMERICAN SLATE �'�J MANUP AWCOBOND TYPE DEW380 TYPE:SLATE TILE TVPE.WALL PANEL � S FABRIC AWNING SET ON ALUMINUM FRAME P4 MANUF:UNN EDWARD �MANUF ALUCO OND�ZEO CLEAR" �6'IPE T8G WOOD BOARDS.CLEAR STAIN TYPE:DE6134 TYPE.WALL PANEL CEOAR 7RELLIS.BRACKETS.TRIM BOARDS. OP5 PAINT 5"WARM HEARTH" R ROOF 5"ZINGCOTE" ,5 WOOD STAIN:'BRICK RED' a 8,FACIA BOARDS STAINED OR PAINTED MANUF:DUNN EDWARD �J MANUF:BARRIDGE �MANUF.OLYMPIC BOARD AND BATTEN WOO�SIDING OiEXTERIOR TVPE DE6110 TYPE:STANDING SEAM METAL PANEL TYPE:TRELLIS.BRACKET,TRIM BRD 8 FACIA BRD a SHEATHING PER STRUCT,PAINTED OO MANUF:OUN ED1NkRa� � STONE t/i,g SELECTED BY OWNER/ARCHITECT (��SOLYMP C�R STAIN" � pER SNRUCTS IGHT SANDNTEXTURER AR TEDACOLOR: �i TYPE:DE5353 TYPE T8G WOOD 80ARDS SEE COLOR SCHEDULE OP� PAINT 7:"A�PACA WOOL" T STONE 2:"PONDEROSA VARIEGATED" CT CERAMIC TILE 1:"DESERT SAND' �� CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEb1 MANUF:DUNN EDVVARD �MANUF.PENINSULA BUILDING MATERIALS �MANUF ALTA VISTA BY DALTILE WITH CLEAR GIAZING TYPE:DE6113 TYPE-SIQNE VENEER TYPE:CERAMIC TILE �� CIERESTORY WINDOWS WITH `' / OPAQUE WHITE FILM P8 PAINT 8:"DRY DUNE" B�,BRICKI:'OLD CNTCA6C?�PALOMINO BLEND" (F� FRAME 1:CLEAR ANODIZED MANUF:OUNN EDWARD C MANUF CORONADO STONE' ,,_ J MANUF KAWNEER 12 MTL FRAMED AWNING W/ALUMINUM PANELS TYPE:DE6114 TYPE:BR�CK VENEER � TYPE:DOOFL'WINDOW FRAME PAINT 9:"ENGLISH SCONE' PRECAST STONE:"CHAMPAGNE" AWNING"BLACK" �3 Z"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR P9 � fli �EQUIVALENT.CLEAR ANOOIZED. MANUF DUNN EDWARD MANUF VENTURA CAST STONE 11dANHF,SUNBRELLA ALUMINUM FRAMED AWNING W/GLASS TYPE:DE6108 TYPE:TRIM.CORNICE.SILL 8 MEDALLIONS TYPE:fA8 ING 14 CANOPY — --- -- --__ _.___.._-------- ,,, i2S.14-122 -(Condition#14)Pnor to issuance of building � �. 15 PRECAST STONE TRIM,SILL 8 MEOALLIONS BY VENTURA '�- CAST STONE.INC.,OR EQUIV.TEXTURE:SMOOTH FINISH permits,the final window details on the new monitor roof � '"�__ BRICK VENEER SET IN PLASTER SYSTEM. ' system on building 3&4 shall be reviewed and approved by' "�,,, 6'� (RUNNINGBONDPATTERN) the Director of Communit Develo flleflC. ��-_,, �BRICK VENEER SET IN PLASTER SYSTEM Y P - (DOUBLE SOlD1ER COURSE) ' 17 L.E.D.SPOTLIGHT FIXTURES ! __....._._ ._. . .. _ ' _'`'�l-Y--�-�`��,�_1'-�C..�Y_..��.-i � D � � � f> 1$ CERAMIC TILE SET IN PLASTER SYSTEM, � L,�:`.��.:�_��.,�.�;.�, P3 ;' �S F1 ST2 � � � SEE PAD 3 ELEVATIONS ' I 19 HM DOOR.PAINT TO MATCH AOJACENT WALL I 8 � ' 7 10 4 7 1$ 7 2 _____ ______` a GAS METERS-PAINT TO MATCH ADJ.WALL q ------------------------�----------------- r, . I �� (- � INDICATES BUILDING ADDRESS ' � , � � � � Z1 ADDRESSM ��ATION-12"HIGH LETTERS . y� . � �l , L__J � ` ';• i 1 , > �,s � a ALUMINUM CLAD PARAPET � '��.. . __ _� a f j._ _ __.�`, ' ��»,��' i ALUMINUM AND GLASS fOLDING FRENCH 1 '��.,� . _. . �.j� '. -' ---- � _—. ,� .a it ��,� � �' t i �DOOR SYSTEM ` �� ` `��r ' � ° � �^��"°" � 23 ALUMINUM AND GLASS SUDING DOOR "�a:: i�� ~ 5��,��` e "*� ��sv.'yi � '* �� . �� 24 SYSTEM m k' p , Ra " �- ` � • (�" � • a z,, �".'��,��x j STEEL FRAMED SIGNAGE STFUCTURE;SEE ar " � y x.�' '• •� ' * „�` a�" � 25 STRUCTURAL DRAVtANGS AND DETAILS ,� , �.� �,,�...��" � � �,� �'`'��;; ' ,+� .'�'� n . �*�r�A y��„..��M�°"�� RETRACTABLE FABRIC AWNING- .. %w ��rr�'- � '" ` _ ."� ��.��w� e�� i � •,�� f`"�� t� J�`` i" w y.�^q+�,f,;.E�� `��µ°? i 27 METAL FRAME AWNING W!PERFORATED METAL ' c '�€` '° .: " �;�yv"�.m�.' +.� ^ {!.� ' PANELS 1, � „� ';�� , . ,a. . . ��?�� ¢ ' 'P �'� «�M"�v��',�'�,� fte5.iQ-122 -�CO dition#11)Prior to issuance of Z8 BRICK OR STONE VENEER EXPANSION JOINT i i�� ,� � � � ' �'�;� Ibuilding permits,the applicant shall revise the proposed j �ceu+ENrPU�s1eR ExPANSioN�oiHr a �� 1 roofing material to reflect a variegated slate material ! ��yV.SHEET METAL GUTTER AND DOWNSPOUT, �: i i � ' �i � �i �' PAINTED. „ , �; ,� , i a `� similar to the Chinese multicolor slate or similar multi- � _. � . - � �� ` color slate material. i 31 OVERfLOW ORAIN TO DAYUGHT AT BOTTOM OF WALL �. _ � � , ��. , �.��. i . ��'�`•�_` "T a DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS � � �, � ,i `�-----------------------------------------------------------�' �KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVEN7ION BUREAU REDUIREMENTS SHOPS 3- EAST ELEVATION �/8" � 2 �s"X6'ACCESSIBILITYIMNDOWDECAL ' �LINE OF ROOF SLOPE BEYOND --' -- -------- ------- -'-- ' --'-��"- � �'---`. LINE OF ROOF DRAINS AND OVERFLOW DRAINS �,Res.14-122 -(Condition#14)Prior to issuance of building % v f;--�f�r--�;c-Y Y�1 SEE CLOCK TOV1lER ELEVATIONS--i �BEYOND.CONNECT TO UNDERGROUND STORM �permits,the final window details on the new monitor roof ; y WATER SYSTEM PER CIVIL ,,>; c , ',system on building 3&4 shall be reviewed and approved by � � 37 PREFINISHEDALUMINUM CAP FLASHING � r �'�� ' 'the Director of Community Development. ; , �s�-0"DIA.TOWER CLOCKSURFACE MOUNTED DIAL ,.� _, . . . _ ; � ; , . . _ _� --- _ _ _._ _ _ _�''_, --��,,..,y O� .� � O D WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 �' ST 'CT1 F1 � �� 40 ROOF SCREEN SEE DETA1 S 1/A7 i i � _ �, .>� �f"'-. ,� -�� _ s �. „ ,�._ _ ,,; -` ' ...��..�; . ,, �.� _ : I ; �. � �, ,� �� F� .�.� . :b , -� �- �� , . . '�. �,�� ._.... '�, w K�#` _ . .. :�� .. ,„`a�'�:; . . y Y ��x a1Mt` ,.i ... , %. �� - � �~ ,a�'I�"i " .'�, �"-�f jI � �" #4 _ _ '�.f �.. d_'_— "_--_ tl "�, µ_ ;. r ,.�/��"�� - __- �-j1 `A.'r --- --- '� � � _ i n�. -e •.,y$'f I � „�. .� �_� �^(.�y j�� ll .�f �� ` �i`�w� "#•.�$' '"�� .� �II£, . i � . ... � " .�.:..;.: • � a �, ��''� ,�' �� -- i� � i i i �,�.�: . '�'�� a�� "'�. �� - , � 3. i�a. � � ,i a �- �� , �, �� ° I;''- ' ��jll. � �� n: ~ '� �� :��s � � '�, �t� � ��s?` �� ';-_ �. t ,., ,C T' �� ,.�_: i�J ,�� . � `� �._...' . ` .� ii .� -�� 11, - 11 �1 11 �1 ` 11 � � � II � .... .......____. 1 � H II -_�'°�( "" ' n jj�, � - �� , ,� �� • ,� �� i 4; `„� _ ,_ i. Y! �� i f� 1� Y,:y., c '�` .. � , .i�``� -- w--� �_� �,: , i 36; , +�{'Q� � � l 0 8 � ,-------- �s as � � , 35 4 ,o ,e n n _ _ -= -- i �� ,;,�. � 41 MECHANICAL ROOF WELL WI SCREEN � �"�� ,,• a +30,-�"--- 1 �rY7!T'R P.� i 42 POTENTIAL DOORS fOR FUTURE --- --• - �� i i TENANT �, �,:,r :!�k . .:«.g�„�,x � i i ' _:_L, e�.\ --` y `'�,_�t � �i,iI".� � � s�.^ � ': y' N ' _ ` i"�' .y' - - 43 BOARD ANO BATTEN SCARF JOINT � .j . I '�"...�;.' �'. � I"��y:.,, �'� , ;� : . . , . . - — . .- --, � - x# TRA f . . . .. .. . �. -_s.: . .. :f s .�>:� �..,. .:t�?°;.�.,. '��r �'�� ,'�,o�, �...� ,.•:r ,+"��9*�;:;�� ..� ��. � NS ORMER . � .,,'�.��, . --� _..:� %��:,�-' > e, �.. ,.. ..� �,'r,..,y;�w-i 41 �,:.+,�. .•+u.a. _ .�,�=J'a�. � 4� a��„g,;. '�,�" �.� °f °'�'�, f� . �-� K��` "�.„° 45 TRASH ENCLOSURE . . � '�:.'.�. . ,h`'� t � . 1 g., :.x-. .,...�.- , � � v.,. � L:z: 4<,.;a.�... .. �..r. .��+5„�'., ��.41 .. t. .% IPE W'OOD SPACED BOARDS IN <�., 4 g ~�< ,,,��` i,,,� ..�ww, ��`_ ,��"�g'��✓jt,�¢' �� ey�, � �r��j �y�i";r�f �"�r 4G STL F RAME :�.�.s-:� :w..L= ..� ,+5."✓ r _:s � 1 ��< s ..1� ._.,.,.._..._� . '.. -__,._.... �. �,: �.� -- _ _.- : . ��.. ��.. � �, . _ � ___..;..�.`_,,.� 1 . .. �di }� . > 4, �"� - _-__ -- - __---_-__ __ -. __ __... _ 6 METAL SPACED SLA S STEEL FRAME 'p � F ° 47 T.IN .r � ( ..e . _.. g - .., j � } ,.L-, Ce..'k"� L!��., f` k,«.. YPC�(+,-;...' .i_•. / - .�.,X�r '.�' .��., 1�`#�! �/ � '^G+ '/� ''�4 .�'�� . »8 WATER FOUNTAIN fEATURE.SEE SHEETA7.0 ..;i k T� q� «� �..;�S-� � �,.. '� t�r r 'J Y � .;� �8-� . i� l. � � v �.�k� �. i '�� 1k.� K,.� !.' �� i Y. � fi �s . a.. : �. e.t. � �r��` :... . �. �. a ' ..` ...� . �- � � �.�. . __' -- -f�.-�t c .= _ _`.:_. s ;_ .. ._�°� s: `= '�* ---_--- . - � "'` '`� ;�, I49 I WROGHT IRON BARN BRACKET AND WELL . # , ,. h�,,ti:. .�.�t�,. :� d � b . � °� � � �� ,; �'�'`. : �1 t �Y: ' `-� P Y TH T ��z. . ' _'W •. .' .- . �s. 4 �, �; _ ms,:�'� ' Z '�;,� °��. UILE VN LIGH FIXTURE.SEE SHEET A7 0 �5, � � y � � �� ^�q µ� '�� b'`��'a. �; r x •; � ��U ;��€- 1 � �. � �. � _� �"- �_=w'�� : �r�: . . , . , , ., � � � . . ,. , , � _ ,� . � - ; '.p�c i ^'rr. .,�8�.�� ..,,� •.� � I . i�.. � % -. �_` � ��..4 a,... � 'I=6 �1. yy ie � 'x I �i `vY`*'a . ' �•a,y�� r g � q'Y , ,` 1 � I - �s� � �-'� �.�F�`;:.t ` �;,� _ :�� ..L r;.��,��, ",,- ,:t-�'��w � ,n 3 °"�d,"� � .., _� ....� „ .._�_. .:�. ..,..,. .._� ..,•�..�.._ °�°�#� ...-.. ..-.._,.. _..:.. ...-.--�=- .,� ,_. ,�.,_�.�...��.�,...,. � ti��._.�_�_� , � �_��. > � > > �. . , - � � � , � � � � I_�J ----------- ----- -------� SHOPS 3- NORTH ELEVATION �f8� ; 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 Fi,H��,. �:�.':.i_,.�.c a v..�,,i��.�,� i�.c s•6 M o��n Yy n i e�+.n n o e a, s u i�e 7 D o V 9.i n 1 0�n V-e vr l � t. , ... U� U'.. GON$UITANT NMU,nw�.wmi„, ��5�A��y�`� ROp4i'•,,�' 3�.��z.°� �c, ;*;�C12.818=TS*�€ :�B 30 15�.�� +N�:. ,�� •CA``��.d�' M;MM1p RFYMAP N _,,� �l ,'�`� : �. ; `� �J `' rt\ ' --° i, �-.�_ , �1,-��_�1�.-------�1' �� ,f�, , —�---� � [-l__`_, _�."' ✓ 4'_'_"____"""__"_ .--i �Ews�cxv �ao.�cr r� 22.559 r�� 12.13.13 DRAYJN 8Y SY;ALE CHECKEG BV 2C 1 .0 O1C i 3 KE IRiE TH RG�ORIGU=_5 8 F'AR?!&HS.p1C _--------- ------ -- _----- --_ _ -------------—-----------— ------- -------__------- -___ � ---- -- ---- — - ---- - - COLOR/MATERIAL KEYNOTES SHEET KEYNOTES NOTE.ALL STONE PRODUCTS ARE AS SUPPUED P� PAINT 1:'GEORGIA CLAY" � PAINT 10:"YUCATAN" C PRECAST STONE:"DOESKIN' � AWNING'BLACK AND WHITE" � SLATE TILE ROOFING O/EXTERIOR SHEATHING PER M A i N S T R E E T BY PENINSULA BUILDING MATERIALS. O MANUF DUNN EDWARD � MANUF DUNN EDWARD �MANUF:VENTURA CAST STONE �I O MANUF SUNBRELLA � STRUCTURAL TYPE:DE5181 TYPE:DE5269 TYPE:TRIM,CORNICE.SILL 8 MEDALLIONS � TYPE FABRIC AWNING � SLATE ROOF TILE P2 MANUF DUNNSEDW RD �� MANUF,DUNNNDW RD �MANUFSVENTOURA C ST 8TO0 E A3 MAN FGSUNBIRELLA C U P E R T I N O �LARGE CUT STONE VENEER SET IN CEMENT PLASTER TYPE:DEC70B TYPE:DE5268 TYPE:TRIM,CORNICE SILL 8 MEDALLIONS TYPE:FABRIC AWNING P3 PAINT 3:'WHITE" R� ROOF 1"PIKE'S POINT" �METAL PANEL."80NE WHITE' �STONE VENEER SET IN CEMENT PUSTER. Res.14-122 - Condition 12 Prior to issuance of buildin MANUF DUNN EDWARD MANUF AMERICAN SLATE MANUF ALUCOBOND � � g permits,the applicant rrae:oewseo TYPE:SLATETILE TYPE:WALL PANEI � STEVENS CREEK @ FINCH I �FABRIC AWNING SET ON ALUMINUM FRAME. /� shall revise material#18(Ceramic Tile-Alta Vista Daltile or Equivalentj on the P4 PAINT4'SHORTBREAD" P METALPANEL:"ANODIZEDCLEAR" � CUPERTINO� C/1 Material Board(Sheet MB-1),and as it occurs throughout the project plans,with a O MANUF:DUNN EDWARO �MANUF:ALUCOBOND i �6"IPE T8G WOOO BOARDS CLEAR STAIN TYPE:DE6134 TYPE:WAIL PANEL CEDAR TRELLIS,BRACKETS,TRIM BOARDS, higher quality stone or equivalent to the satisfaction of the Director of Community O pAINT 5'WARM HEARTH" O ROOF 5"ZINC-COTE" �WOOD STAIN"BRICK RED" � P5 R3 I 8 FACIA BOARDS STAINED OR PAINTED ASA DE'VeIOp1712(lt. MANUF:DUNN EDWARO MANUF:BARRIDGE MANUF:OLYMPIC �BOARD AND BATTEN WOOD SIDING O/EXTERIOR TYPE:DE6110 TYPE:STANDING SEAM METAL PANEL TYPE:TRELLIS.BRACKET,TRIM BRD 8 FACIA BRD 8 SHEATHING PER STRUCT.PAINTED. The following is the material selection made by the applicant: � pA1NT 6"GOLDEN CREST T� STONE 1 AS SELECTED BY OWNER/ARCHRECT WOOD STAIN"CLEAR S7AIN" CEMENT PLASTER SYSTEM O!EXTERIOR SHEATHING 2.Shop 3&4(columns&clock tower)=Ponderosa Variegated � MANUF:DUNN EDWARD � �MANUF:OLYMPIC I �PER STRUCT UGHTSAND TEXTURE.PAINTED COLOR TYPE:DE5353 TYPE:T8G YJOOD BOARDS SEE COLOR SCHEDULE 3.Shop 3&4(base behind stone columns)=Quartz,China Gold. O � O i ❑CLEAR ANODIZEDALUMINUM STOREFRONT SYSTEM U B M I TTAL P� PAINT 7:"ALPACA WOOL" T STONE 2:"PONDEROSA VARIEGATED" CT� CERAMIC TIIE 1"DESERT SANO" �� WITH CLEAR GLAZING MANUF:DUNN EDWARD MANUF:PENINSULA BUILDING MATERIALS MANUF:ALTA VISTA BY DAITILE TYPE:OE6113 TYPE:STONE VENEER TYPE:CERAMIC TILE �� CLERESTORY WINDOWS VNTH ' -V"- ------ -- -- --� P$ PAINT 8:"DRY DUNE" B� BRICKt"OLD CHICAGO S PALOMiNO BLEND" F� FRAME 1:CLEAR ANODIZED OPAQUE WHITE FILM MAIN STREET CUPERTINO _ _ - � MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:KANMEER �2 MTL FRAMEO AINNING WiALUMINUM PANEIS AGGREGATOR,LLC TYPE:DE6114 TYPE:BRICK VENEER TYPE:DOORM/INDOW FRAME 203 REDWOOD SHORES PKWY,STE 20Q \� PAINT 9:"ENGLISH SCONE" PRECAST STONE:"CHAMPAGNE" AWNING:'BLACK" � 13 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR P9 � A1 �EQUIVALENT.CLEAR ANODIZED. REDWOOD CITY, CA 94065 MANUF:DUNN EDWARO MANUF:VENTURA CAST STONE MANUF:SUNBREL�A � ❑ ALUMINUM FRAMED ANMING W!GLASS � TYPE DE6108 TYPE TRIM CORMICE.SILL 8 MEDALLIONS TYPE FABRIC AWNING ! 14 CANOPY ----------- PRECAST STONE TRIM SILL 8 MEDAILIONS BY VENTURA fZeS.14-122 -(Condition#14)Prior to issuance of building 15 CAST STONE,INC.,OR EQUfV.TEXTURE:SMOOTH FINISH. � ipermits,the final window details on the new monitor roof BRICK VENEER SET IN PLASTER SYSTEM ? �� (RUNNING BOND PATTERN) � G , !,system on building 3&4 shall be reviewed and approved by BRICK VENEER SET IN PLASTER SYSTEM A S� �S O O ST2 C2 '"' E F � p3 R2 (�? ithe Director of Community Development. �(DOUBLE SOLDIER COURSE) ,� � - ' - 36 39 r.35 _ 7 4- � 43� 4 ! _,-, �._.�. . _, ---- --- _ __ +32,�, 17 LE D.SPOTUGHT FIXTURES 7 � �; 7 , � 4 �15 0, � ` � - �-��..-. . . , . , . , , �t � � ' '' .1(11J1f�iiU�S 6 '✓A1.`Ni 4'< �.NC --------- ' +�� - , , - - ---------------= 18 CERAMIC TILE SET IN PLASTER SYSTEM ', K s N N i II t; �..._ , _- , ��,�� .. _. �_.a,��1..�._>�_,`��.-�-�`�`-1�-_>'-'' ��5 N e,�n w n�.�.� n o.a. s o��. :o 0 ` � � 19 HM DOOR.PAINT TO MATCH AOJACENT WALL �� _ �. __� .�__ _�'_ �._______�.�.��29__� M.��r��r n V I rt w �.♦ M1�� * ` ,. i2� ZO GAS METERS-PAMT TO MATCH ADJ.WALL ^ �� r � ,� e�`„�� .. -�'�� ` ��__ INDICATES BUILDING ADDRESS y�.��,;,� - ;„_-�'r� , ,` . r p Zi ADDRESSJ LOCATION-12"HIGH LETTERS COr+SU�?nrri � ��.�r�- � �,,, _�� .� `"R'��'��a,��x�? uu - /'` ' �'J',::', • - � `�^`�• �...` ��• '''�,� n ALUMINUM CIAD PARAPET �nA��_°+s Sc �e °� Nn I �+� �q ...... '��. r+,°�A E� ��ii _ '� � � ��i � � 23 ALUM NUM AND LASS FOLDING FRENCH ��+:;.•��•y/ t+�+ �m .1� �" �` ��y. � „y,,' �DOOR SYSTEM G `C!. �'• �f��; , �,... �''.. �w „ �:s;,�`��'� � �.t._ .._ .... m --...i.�. _-_ +�$''Q" i�;� �,�t "� �� '} ui I ` `�, " ° " t `�' — '�--------------- 24 ALUMINUM AND GLASS SLIDING DOOR 3 .W C12.818 i �, ,,,' , `' �u ' . j 6 30 15 x Nii r�: " ^'P k ` i� ... � � SYSTEM i*� Sy�*� +14'..Q �' ;E . - „ ,� � a i�i .y '.,,� ��~ STEEL FRAMED SIGNAGE STRUCTURE:SEE N:� ,` M ,�. --y -�- -��'-- . , ii � �•- f � ` - ' iii ? ax ii ;�, �• 25 $TRUCTURAL DRAWINGS AND DETAILS 9�, r �,. �in � � .... . S• . ;. ., ,�, .,... .r.»....o.,. r .:. . _ :3# 11 Y 111 "y�." in _ ��i� , ...._. �, � > . I,'.. _........,.. .?�,; � �.....,.. . �ii� +'r�f �.......`�� `� �. �� s� i� � � �'��, ��w �i 2B RETRACTABIE FABRIC AWNING CA�- � l i .11� �i r y,.': III ��. W�� iiMei�MMtW + �� !III � �"'�� III . � ,i� „� p ;i 27 METAL FRAME AWNING W/PERFORATED METAL , iii � ;D•a._ ii� � ' PANELS � � . II ' .._ � Kevraar ii M n� iii ?! 36 I � ,I �w- I i, � ` 4 � z$ BRICK OR STONE VENEER EXPANSION JOINT N .i"� '+ i _ :�" R �_ _ ;#+'t � � . ' .,A , . : nu ;-. „a�1#*��r� ,d►��;.. '��"_+ �a ��—»._Y�<�,*°�'.�,��^ '"�+��r��°+o��a�f.�"�.�.:s�fit; �CEMENT PIASTER EXPANSION JOItJT � '� • ' � ' � • ` a=w - . , . . ` . ' • : .. , s , .. ',?J • .. ' , • < � . ,. . O�-0" GALV.SHEET METAL GUTTER AND DOVdNSPOUT, ~\\ iu � � d , ----•------- a PAINTED \� 31 OVERfLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALI F�+/,�� Res.14-122 -(Condition#11)Prior to issuance of 32 DECORATIVE UGHT FIXTURE SEE ELECTRICAL DWGS �1 + �� buildin ermits the a licant shall revise the ro osed S�-i�PS 3-WEST ELEVATION : 2 33 � g p , pp p p �/$" KNOX BOX SYSTEM�KEY BOX)LOCATE PER FIRE � ��h ! . � � VREVENTION BUREAU REOUIREMENTS � 'r o o f i n g m a t e r i a l t o r e f l e c t a v a ri e g a t e d s l a te m a tena l ; ,, �'i-i`�`�—`, � -'" � 8"X 6"ACCESSIBILITY WINDOW DECAL � --' '��-� 'similar to the Chinese multicolor slate or similar multi- �, ______ __— _ ______ �.__.__�-•�.__�___� ---- � � -��-----' � Res 14-122 -(Condition#14)Prior to issuance of building ' �IINE OF ROOF SLOPE BEYOND ( _�� ` color slate material. , Rt�,Si� � � SEE C�OCK permrts,the final window details on the new monitor roof ' ❑UNE OF ROOF DRAINS AND OVERfLOW DRAINS ; , TOWER ELEVATIONS system on buildin 3&4 shall be reviewed and a roved b ' � BEYOND.CONNECT TO UNDERGROUND STORM $ PP Y! WATER SYSTEM PER CNIL i _, �' tf12�IC2CtOf Of COflllllUflltY�2Ve�Opflleflt. I 37 PREFINISHED ALUMINUM CAP FLASHING i ._>...: !�.,... � .'_� ' OO � RZ OO P3 F1 CT1 O F1 � �$ O P3 � v P3 ST (�j a 6'-0"DIA.TOWER CLOCK SURFACE MOUNTED D�AL � i � i i i �/ I 39 WROUGHT IRON MEDALLION.SEE DETAII t01A7.7 i i i � 7 2 36+�.1a' 8 Y 42 10 18 35 41 15 7 3 19 �� , 10 42 39 � 7 � 41 43 8 35 36 20 �l 4 4+��_10° 40 ROOF SCREEN.SEE DETAIIS 10/A7.8 � � +30��- - - --------- - --- --- � - -- ---- ------- +32�-8" 41 MECHANICAI ROOF WELL W/SCREEN i e,��`�.��. � ---.-< � .; ` . -i � i %-- ; --- — � en - 1oii� 3.�-_ �._ �.. . �_ -�--- �--- ------------ ---- 42 TENANTIAL DOOFiS FOR FUTURE � i� :`�l�.� ;� ��:.�,�.° ' +28'-0" ---- ._... r _ i :��*' ,. ,�'� i�i � . � �--�---- -- i � r:�� ,;,,�;... -- — 43 BOARD AND BATTEN SCARF JOINT _ . � ... ... �' w. '4 -� �"`' s' _ , _: .... M •� i �+.?,"�.t�:� . . . ,,I„t. .�j�� .i �,,.; �T�., .��`� �", . � _ �,n.�.a,., :,., ,rc.. �` ,• . ,.. , ::;; :s� .,*.. }�:-i0;j+' _. • .,;:, _ ...�.� j ;�.a`\ . , •- � ��. . . ., <:Y ..._:w.:.. , - °. r. �"; E .'y"� TRANSFORMER Pr�cTHO. 22.559 �n-E 12.13.13 , ._r.:, ,„ _. .. ..., .. . .,�n , � 1 .r � �.T . <,�t a� � .J(� .., � ;.,, .. ;�. a. -.`.-' �B,��:, '.��' .� .s.�.- �',. r.y�Y'y'>`' 1' ._ . i �� .y, a�,2��` � � 4 � a I � . i <,. . ..�.,. _..;..�xc,..:.. .. < -,..... ...-... .; ... . . .: .._.,. }.t�«'4� . . .u; t �1� ��,i'. s„ '''��.. t� .. , ... . �. : . I .,� .�� .._...,,. ,-...w,. . . 2 . r... .. .r.M...�....._....:.. .........:........ ..., ,s . rv . _. .s',., .h�° DRAWNBY SCALE : ,�-A?.s�' _.;..: , ::;. .:i J- � .s�,:.�: .. < . :., a. . ' :i -s,w T .,3a TRASH ENCLOS R i� � � �.r : �: .,F.,. �, . .,s� : .. w, .. ,. ,_ ... �� -»� ..� ;� �f .�r'� �� 45 u E .,,..., � .,�'.$s .s ��.- :.. -. ,..�w.<'a�. :.�:^ �,'" �^",s =°G�.�:..;. ,.;..,..' °c�#� --- .n, i i . �� .., .,. . f� �.: • , .�.:: ....3�' -.;:"�... _..d,._..�.��:�#. �'�.:�..�. -{� >:.�.. . .j:..... .......::�.. ..'..,. ' .,_..a�:"4i' •s. . � . . _ . ,. r�t ;?�� ,� , , �'� ..`..�.. _ i . ._, .� , . f ,wr.L" . t. . ,�„ ...��;. < -u: a , .. •. � ; ' �:_�... .�`. __, . � �c,,�,: ,, � . _� _ � , __... ��, �.�` ,'. :'. .�` '� �� iE �IPE V400D SPACED BOARDS IN cr�acEU er AS SHOWN ,� � ,�.,,._:-.,�.. .r._ a_ ---- -� --- ---'- �-,...+e. �-a � - . "��` � � TLFRAME �. � . � �__..-- ^ �,s -�,, � i, �� $ ` i . . z � .o�-�. �. �. t , _ .,.: , , . ' --..... , — —�- —_�_�__.—=-------- -�-------- --- -- — -- — — , , ,�: �� , � ;. -- --- — — -- -- ��. . :,: -_ -- - , � - � . . --- ----�- . . ----- - " , �� : �`:°„�.: ► ' "� ` > � '; �'- f� ` �� -' « ❑6"METAL SPACED SLATS,IN STEEL FRAME ,,,,� � �� -� � J � � T . � � ; , _« � � t�� -�� ,.� � 4� ELEVATIONS .�,� '4% �.� ;.'-,�` �.:�' .*1 ��. f , , __._ �.._,, � '��. '�., e'—.�. � I--1 .�il�` � �l . r� ._._ .. iii yi�''t' ~ � «' "��* i , '`: �a` ,: _ �'6 4� .`` �' .� �'�'` ! �i3 £� i ��`�;r iii I � WATER fOUNTAIN FEATURE.SEE SHEET A7 0 . , . �# ,�& � � .. ,�A , ,,� H�,. - -= __. _ „. ,4`,� ��,,,�.,,e„� �� ,y. .� �� I , 49 WROGHTIRONBARNBRACKETANOWELL RETAIL SHOPS 3 �. _ _ "' ' ' - .� #:' fi �� + �`� ii � � a t , i ; ;i !;i• 'i i ~��l �� PULLEY 1MTH LIGHT FIXTURE.SEE SHEET A7.0 __ _ , , E ., '�, , i �j{ �, $�, . .., � i� ' i �'�''�6� '� , ..' i�i i� .1� t i! . 'i `.i� i.t �iil - - - 9 � . 1 �"��"^v , ,.,, f'.:; t° i�� i� \r Q I; �i - i�' �i `�� . l, i'� .... ,. .. �,_ .� jj��.,^ ,� � i _ _...�....._.. � 1 � .. , 1 .'�'- � � �� . ..� . �t '_ f � .4�_-+'�i ',.i. , ...1`J,_• _� _ ` ,"�d� i;� i� �! i'�._ ., �e :� �#' ' � t,��, t i' _' '- iii i 1 � � ' �n 'i � ,^a '' ��F �' � „ � � . :. �.- n� �—,�—�.-.. ..� �-�� "`� � �,4� N .� . �,� , � � ,� ! { T. '� ' �,. r� ,� .. r ... '�� k�; ��-.,�� wY , .,, ,,p �. ,. -��__ , , ; „ ��---------------------------�' 43 36 36 ---- ------- --- --------- , SHOPS 3-SOUTH ELEVATION ��8° ! 1 �Res.14-122 -(Condition 17)Prior to issuance of building permits,the applicant shall have the option to work I iwith staff and the City Consulting Architect on incorporating decorative iron lighting features on the columns for the Shops 3&4 buildings along the Stevens Creek Boulevard frontage. 2C1 . 1 Ozoia KFUt�rr�rea'�txx;ues a n,uinveRS ruc COLOR/MATERIAL KEYNOTES SHEET KEYNOTES i �Pl R1 ,� � SV+TE T1LE ROOFING OiEXTERIOR SHEATHiNG PER I :35 ; M A I N S T R E E T PAINT 1"GEORGIA CLAY" ROOF 1"PIKE'S POINT" WOOD STAIN'BRICK RED" � LINE OF ROOf SLOPE 6EYOND MANUF:DUNN EOWARD �A4ANUF A�,IERICAN SLATE �/�Mi�NUF.OLYMPIC � STRUCTURAL. � LINE OF ROOF DRAINS AND OVERFLOW DRAINS � NOTE:ALL STONE PRODUCTS ARE AS SUPPUED TYPE DE5181 TYPE'SLATE TILE ?YPE TRFLLIS BRACKET TRIM BRD 8 Fl+CIA 8RD �2 SLqTE ROOF TILE � BEYON�CONNECT TO UNDERGROUNU STORM BY PENINSULA BUILD�NG MATERIALS �2�PAINT 2'SUNSET COVE' � WO00 STAIN:°CLEFR STAIN" I WATER SYSTEM PER CIV!L ' C U P E RT I N O MANUF:DUNN EDWARD MANUF OLYMP�C TYPE DEC708 TYPE T8G NJOOD BOARDS j ��ARGE CUT STONE VENEER SET IN CEMENT PLASTER j 37 PREFINISHED ALUMINUM CAP FLASHING P3 MAN)f DUNN EDWARD R ROOf 5:"ZINGCOTE" CT1 CERAMIC 71LE i:"DESERT SAND" ' I 4 I STONE VENEER SET IN CEMENT PLASTER �� 6'-0"DIA TOYJ[R CLOCK SURfACE MOUNTED DIAI �MANUF BARRIDGE �MANUF ALTAVISTABYDFLTILE �(�� STEVENS CREEK @ FINCH TYPE DEW380 TYPE STANnING SFAM MFTA�PANEI TYPF CFRAMI(:TII F �5 1 FABRIC AWNING SET ON ALUMINUM FRAME ;3j WROUGHT IRON MEDALLION SEE DETAIL 10lA7 7 �P4 PAINT4"SHORTBREAD" T1 STONEI,�$SELECTEDBYARpiITECT/OWNER ��fRAME1 CLEARANODIZED � � � ; CUPERTINO, CA MANUF DUNN EnWARD � �,f MANUF�KANRJEER �I �6"IPE T&G WOOD 60ARDS.CLEAR STAIN ;4O RQOF SCREEN.SEE DETAILS 101A7 B �l TYPE DE6134 TYPE:DOORNVINDOW FRAME � CEDAR TRELLIS.BRACKETS TRIM BOARDS � Res.14-122 -ICondition 12 Prior to issuance of buildin ermits the � PAINTS"WARM HEARTH" � STONE2"PONDEROSAVARiEGATED" / ANMING"BLACK" a I 41 MECHANICAL ROOF WELL W/SCREEN 1 � g p � PS T � 8 FACIA BOARDS STAIhED OR PAINTEO ASA MANUF:DUNN EOWAR� MANUF.PENINSULA BUILDING MATERIALS � MANUF SUNBRELLA � applicant shall revise material#18(Ceramic Tile-Alta Vista Daltile or ❑BOARDANDBATTEN�YC)ODSIDINGO!EXTERIOR � POTENTIAL WORSFORFUTURE i TYPE DE6�10 TYPE STONE VENEER TYPE'FABRIC AWNING 8 SHEATHING PER STRUCT PAINTED I 42 TENANT � Equivalent)on the Material Board(Sheet MB-1),and as it occurs throughout P61 pAINTo"GOLDENCREST" 81�BRICKI"OLDCHICAG08PALOMINOBLEND" �1�AWNING"BLACKAND WHITE" CEMENTPLASTERSYSTEA401EXTERIORSHEATHING I ! the project plans,with a higher quality stone or equivalent to the satisfaction �/ MANUF:DUNN EGWARD �MANUF CORONADO STONE �J MANUF SUNBRELLA �PER STRUCT UGHT SAND TEXTURE PAINTEO COLOR �43 BOARD AND BATTEN SCARF JOINT � TYPE DE5353 TYPE.BRICK VENEER TYPE:FABRIC AWNING SEE COLOR SCHEDULE � S U B M I TTA L of the Director of Community Development. �P, pAINT;"A�PACA WOOL" �PRECAST STONE CHAMPAGNE" /A�AV�,?JING"WHITE" 10 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM i� TRANSFORMER ; � VJITH CLEAR GLAZING The following is the material selection made by the applicant: � J MANUF:DUNN EDWARD MANUF:VENTURA CAST STONE �J MANUF SUNBRELIA i TYPE DE6�13 TYPE:TRIM.CORNICE.S�LL 8 MEDALLIONS TYPE:FABRIC AWNING CLFRESTORY WINDOWS NATH 45 TRASH ENCLOSURE I 2.Shop 3&4(columns&dock tower)=Ponderosa Variegated �� OPAQUE WF�ITE FILM � (o� PAINT 8"DRY DUNE" � PRECAST STONE"DOESKIN" 4 6 �PE WOOD SPACED BOARDS IN � MAIN STREET CUPERTINO ;3.Shop 3&4(base behind stone columns)=Quartz,China Gold. � MANUP DUNN EDWARD �MANUF:VENTURA CAST STONE ,�2 MTL FRAMEDANMING WIALUMINUM PANELS _ STL FRAME TYPE DE6114 TYPE:TRIM.CORNICE.SILL 8 MEDALLIONS AGGREGATOR,LLC PAINT 9`ENGLISH SCONE" PRECAST STONE"LIMES'1 ONE" 13 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR I 47 6"METAL SPACED SLATS:IN STEEL FRAME 203 REDWOOD SHORES PKWY,STF ?_00 � � EQUIVALENT.CLEARANODIZED ---- I REDWOOD CITY. CA 940G�. _,__._ _ , __,_ _,________ _ . MANUF.DUNN EDWARD � MANUF VENTURA CAST STONE ALUMINUM FRAMEO A\NNING W.'GLASS 4$ WATER FOUNTAIN FEATURE SEE SHEET A7 0 - __. ___... .__.__ TVPE DE6�08 TYPE:7RIM CORNICE,SIIL 8 MEDALLION5 14 CANOPY I �`MANUF DU NCEOWARD � P� MANUF.A UCOBOND�ITE i�5 CAS7 STONE,INCTUR EOUIV T1EXDTURE SMUOTH FI ISH. I 49 �OEY VWTOH L!GHT F XT RE,SEE SH ET A7.G / �'.TYPE DE5269 TYPE WAII PANEL � BRICK VENEER SET IN PLASTER SYSTEWI � R �� f�qINT 11:"SUNDOWN" �METAL PANEL"ANODIZED CLEAR" ' h�� RUNNiNG 80ND PATTERN) � �� `, MPNUF:DUNN EDWARD MANUF:ALUCOBOND BRICK VENEER SET IN PLASTER SYSTEM � i `-------- ------------- --- TV�WE_DE52G8---�----- ------ -- ------ -- ------TYPE i�.ab.<ci -- -.. _ _ --------------- �(DOUBLE SOLDIER COURSEI I - ---- ------ ----- - pes.14-122 -(Condition#14)Prior to issuance of building ermits the final window details on the new monitor roof ' 17 L E.D SPOTLIGHTFIXTURES � �� ''� '� /�s stem on buildin 3&4 shall be reviewed and a roved b � ",^,'". "°° '�-'' ` .' '•' ' Y g PP Y 1B CERAMIC T1LE SET IN PLASTER SYSTERA (the Director of Community Development. ; ,5 r,,:„ „, ;,,„.� Ro,, q�,,, ,,o � R21 S P31�r''/ � � � t+ I M DOOR.PAINT TO MATCH ADJACENT WALL ��t%A�, � .� - �. �� c_, . ��, �;. � STZ . _ ___�� .__�-__ _ ____ __---- --_ _-_-_- ----_-� o Y�� , . , , . . 9 H � ; ZO GAS METERS-PAINT TO MATCH ADJ WALL � ��letli`�9, ' �^ ��43 2 �7 �� 8 10 39� � 35 43 �1�� 7 4 ! 1 �� 7� �_TT, � (- ' INDICATES BUILOING ADDRESS _ % +��-10" 21 CDDRESSft' ;; ---•—• IOCATiON-12'HIGH LETT'ERS I c��H�u�icn 2Z ALUMINUMCLADPARAPET I ��`!�;,s��:��c�if+��s.�'.:�Fyil� '��A�I��'�+ '� ^"'��'1�~ E i !!LUMINUM fWD GLASS FOIDING FRENCH � 'r � '��S;.•••••..,y/'� �±�'� ' *29'-9" � DOOR SYSTEM ��G'�P�� tn�;, �... v' ;ti• ��`'•n{ ' � ''''`��'�" � —--Y--�°-r�- --- --- c 23 �'_'s ------- ------- --- --------------- �. • �� f �� y ��i°� z4 ALUMINU AND GLASS SLIDING DOOR t� .a z*� C 2. 18 N�:�� s. f 3$I__ " � t '� ____ SYSTEM ,p^� i x�'••r ; : c "��.ar, �.:--r' ^ .. � , �� EE C.��1'$...�t�s•.� •-� --- .., . 6�3�15 T.° _ M / ��"" - �,,_��.�� -,�, �' ' �,- , �"�P, '�,�- �,r= STEEL FRAMED SIGNAGE STRUCTURE: v +�+�--� =N� �•`e ,.:re �l( `,« - ''i,,;.) -•"\i __„I ' _ t=.l ' ft,�+&��"�� `'� r�,�` � �sA'i+^�$�� . i ❑STRUCTURAL�RANANGSAND DETAILSS ��z�a .. ..• . � $�� _ � 1 .�`'��.�� " �.' 2G RETRACTABLE FABRIC AWNING fs?��' OF CAL�F� a �� -' ''' �� I ---- � - 1 d � \�`� � ` .. � �- "'q�`�y*� K� �v�.. " ❑ ��a�m.aex�mm",�. `�� ' �� '"'f �--- -�m--- �-+ ,�r -- -------`•-------�15�-0" �,4'. ��:� 27 METAL FRAME AWNING W!PERFORATEO METAL� �,`�"�" �^, �� .� -,.-" �M��"i/� . � iin � `° . . �R�`T., . �-� , .`'�°�,&.,��"'�i . �' -- PANELS (�� v.. � .. ., � �` _. � . ,-� t�`; !' �� „I � . 7�� '�- KE i,A:\c' • . �,w '` ,� �' ,�' �,,, � iiii ,`:, : � - �uri �'#' �.�a dl+ �,�' �Z8 BRICK OR STONE VENEER EXPANSION JOINT f �� i.:J�s,�.,......__..__._ . � / N � � � �"` �.., '� � �' �� . � �� , -. �. 1 r � � . . . , .. .. �. � v �� s»�^� � e �� ' n • i. - �.. : � ;s:;ti;,'i;i � ,, �� -^ �i�� 'v, .. „��.u« yi . �� " w£�.�1G A � "+; ; . o �i �, ,,p� � iiu a,�' �y .il I 29 I CEMENT PtASTER EXPANSION JOINT ' I� _ _ ' t.°� �� i • iin .`"� s !i.<' _��,�F e ��. s+'� I--i +¢ '�'"�«}� ; ii ° �; f iiii ' ' �s �;�° �'1`_ , �' .<{'� �GALV SHEET METAI GUiTER AND OOWNSPOUT( �� w. �^J`:� 'I � iin ; � � PAINTED � �� ' 'i � - iiii � �� ,;'+�:,� � 31 OVERFLOW�RAIN TO DAYUGHT AT BOTTOFA OF *'°�"'��' '�"`_ ''� '�' "'y`�� ....,w., y :• � 11 , k� 111� .. ,,�'�- �+• .T � � , �. - ��" _, - �_t � ECORATIVE LIGHT FIXTURE.SEE ELECTRICAL OWGS —�- -q�� .., ,,,..', .ar�+4T ,..._.-.��,¢1.�:er� r.'-t:- .—c..M+no.a..rr .y. ..« .r.nF,� ,...p,?w,a„��-.:._ ..�"�y.'�w.,..'�' W`.��"�'NI� ��„ ��y _, t ( . e . r� e ,' . . ��'V �, ' ��` O _ � � "� � 32 � , , ., R ' `? ' "' „ ` �� ;R' ,_ '� c' �. r,X;.��-,a;• 33 KNOX BOX SYSTEM(KEY BOX)IOCATE PER FiRE I � " �� '� ' ' PREVENTION BUREAU REOUIREMENTS I .,_..�...�-�-.,_-�..•._. _ ' � u ._.,�-.._-..._ <...,.......� _�_u__� _ . �6"X 6"ACCESSIBIUTY LWNDOW DECAL SHOPS 4�EAST ELEVATION T2� � ,. ---------------------� Res.14-122 -(Condition#14)Prior to issuance of building ; SEE CLOCK permits,the final window details on the new monitor roof � � rowER ELEVA7�oNS system on building 3&4 shall be reviewed and approved by � � � � ' ' � the Director of Community Development. � � � � � � � %� � � � _------- ----- ; ; o 0 0 ��, o � o� � ,� o ___ ___ . __ _�o______�____ o � � +�_,� S S1,P3 T1 ST2 F1 R2 S � � —, — — i ��, i 43 36 i •-- -- 41 35 10 3E 7 ' n 8 39 34 36 10 � 18 n 41 35 ----- n 7 ; 36 � , � � , n n n � � __� , � , __ n _ n � _ __n _ , N �.'�x,r i� , . ,., ' --- — — — �-,-:. , � +32'-9" � ° ' � +30'-0" � � ��fi�� . �Y � � , \\ ~j .., � � _ , . �, � T� -- -- - - - - - ----- � - - -- ` + I 28'-0" � ; � _ � �r �� ,. ,ws. ws ., �;: �.a ...a ,.._ ._..... �. _ e, �� _ ` � , ._ . ; --Tt._"".�";_ _ .� � • , �. i , I � �; . ^ -� �� a � � t , � , � , I 1 o-si I > ...v� :. r-.'� ,.t',� � Y .r,' . .� ,� _i .;�. 1 1 .. .. . .._.. .i ' "f ' ' �_ 1 I ' .:,, ., .,., .i..,,. .__ �" "�_.. . _ _' _—_ 'I�.°"` '.'. :.. ».r..r..... .T......-.�w. ... .. _-..- _. � . i � i ..R;. . .........� ".�. . 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T � , , I �_ ,; �,� c: �'' - �:° 4: �'f � .�,, �A ', � � � �+.,�,r'``�� v , �= `,, � .. � ; ;:,>; , >. - ¢ �,. f' I �� ,�`, `�= �� ►�.: .i�':�:R ut; 1 y� I , �t d +-ra � ..� � i�` ` �'��t�, F �.: ,m � y �� {. k--c, :.,..q• -��"§.. ,,.;d`'x:�,� .�} � �� , � yK. � � � �;'�` `1' �� ,� ,� .5h-�a�.�' :�- �. i � � ____ -- -- - - -- _-- _ ---- ---- --- ---- ----- --- -- - --- -._.__ .._....-- -- �- _- SHOPS 4—NORTH ELEVATION � ��e° ; 1 `r.� \ k: � ',, . ,�,' ��c.r.s--�� :.� - � ��:::� ��; �� -� ,_ ,- ,' � --_-- J IF ,=, __,� . ll'` .. .__., RL�/IJI,4J ��aec-rx� 22.559 nar= 12 13.13 r�znwrv ar scn�.�: AS SHOWN CHECKED SY ELEVATIONS RETAIL SHOPS 4 2C 1 .2 I � zoi��trin�r�=�.,.�i��_saF�n:�rrvEH>ivc: NOTE:ALL STONE PRODUCTS ARE AS SUPPLIE� BY PENINSULA BUILDING MATERIALS. Res.14-122 -(Condition 12)Prior to issuance of building permits,the applicant shall revise material#18(Ceramic Tile-Alta Vista Daltile or Equivalent)on the Material Board(Sheet MB-1),and as it occurs throughout the project plans,with a higher quality stone or equivalent to the satisfaction of the Director of Community Development. The fol�owing is the material selection made by the applicant: � 2.Shop 3&4(columns&clock tower)=Ponderosa Variegated 3.Shop 3&4(base behind stone columns)=Quartz,China Gold. SEE PAD 3 ELEVATIONS C �'� R2 --�_-.__ .._..-.-.-._.-----�----------I__-...--._..._... .. ___ . ----�` 2 i ' ' +. � i i ; ,� �"�..� + ,� ; � t'-�,. : �,' � , �., , , i r r i `�� +' i I I � ��s�4��„,�• � i � i ��t.+"%��y'gy��. i � :�� • � ��`� i w+,� i ` i i .;,� � i i i �„ i Y i �� 1 � � �0.f � .�...a..<.. �.» C- i i � ,� �. � � � V i . � �� .�.y�. ...: -- i_._�{�._.-.,..-� _.._.__. . � t i� 6i�" ��. R '�� r � u. p -_.._ .. �� ,�-- -15 % "��' �. � �,�� . { .�:�,�� k ,#� �'� ,� ' i '�:��. !� � ...._�.`�.�. ,. COLOR/MATERIAL KEYNOTES P� PAINT 1"GEORGIA CLAY" MANUF:DUNN EDWARD TYPE DE5181 P2 PAINT 2"SUNSET COVE" MANUF DUNN EDWARD TYPE DEC708 P3 PAINT 3"VVHITE" MANUF.DUNN EDWARD TYPE DEW380 C�PAINT 4"SHORTBREAD" ��MANUF:DUNN EDWARD TYPE DE6134 P5 PAINT 5:"WARM HEARTH" MANUF:DUNN EOWARD TYPE DE6110 C�Ps PAINT 6"GOLDEN CREST' MANUF:DUNN EDWARD TYPE:DE5353 P� PAINT 7'ALPACA WOOL" MANUF:DUNN EDWARD TYPE DE6113 �8 PAINT 8:"'DRY DUNE" MANUF:DUNN EDWARD TVPE�DE6114 �P PAINT 9'"ENGIISH SCONE" MANUF:DUNN EOWARD \TYPE:OE6108 P� AINT 10"YUCATAN" I�ANUF:DUNN EDWARD 1�PE:DE5269 `\ �\ � \ �� , � � � 5 n 43 i� �_T_� �.. .. 1 �-- � E --- --..---- -- - ----- - -- - -------- --- -------- -----—--- - --- -- ----- - -------------------------------------------------- ------------- ; SHEET KEYNOTES �/p��PAINT 11"SUNDOWN" �MANUFPALUCOBOND�'TE• SLATE TILE ROOFING OiEXTERIQR SHEATHING PER �/MANUf:DUNN EDWARD P � STRUC7URAl TYPE DE5266 TYPE WALL PANEL � SLATE ROOF TILE /R� MANUF:AMERICAN S TE �MANUfPALUCO80ND'ZED CLEAR" I TYPE SLATE T1LE TYPE WALI PANEL I � �+RGE CUT STONE VENEER SET IN CEMENT PLASTER. � WOOD STAIN"BRICK RED" � STONE VENEER SET IN CEMENT PlAS7ER MANUF:OLYMPIC TYPE TRELLIS.BRACKET,TRIM BRD 8 FACIA BRO �fAORIC AWNING SCT ON ALUMINUM fRAMC. �3ROOF 5"ZINC-COTE" WOOD STAIN:'CLEAR STAIN" �� MANUF BARRIDGE �MANUF OIYMPIC � I ti I 6"IPE T8G WOOD BOARDS CLEAR STAIN TYPE:STANDING SEAM METAL PANEL TYPE T8G WOOD BOARDS �—" � CEDAR TRELLIS BRACKETS.TRIM BOARDS. �c�, STONE 1 AS SELECTED BY OWNER/ARCHITECT �T CERAMIC TILE 1"DESERT SAND" 8 FACIA 80ARDS STAINED OR PAINTED C'� MANUF'ALTA VISTA BY DAITILE BOARD AND BATTEN WOOD SIDING O/EXTERIOR TYPE:CERAMIC T1LE � SHEATHING PER STRUCT..PAINTEO. ��MANUF PEN NSULA BUILDING MATERIALS �F� MA UF:�KAWNEERNODIZED [9� pER STR CTS IGHT SAND TOEXTURERPARNTEO COLOR TYPE STONE VENEER NPE DOORN1flNDOVJFRAME SEE COLOR SCHEDULE �� BRICKt"OL�CHICAGO 8 PALOMINO BLEND" A� AWNING.'BLACK" �Q CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM MANUF:CORONADO STONE MANUF:SUNBRELIA WITH CIEAR GLAZING TYPE BRICK VENEER TYPE FABRIC A�NNING �� CLERESTORY WINDOWS W1TH ,�PRECAST STONE:"CHAMPAGNE" � AWNING'BLACK AND WHITE" i OPAQUE WHITE FILM �J MANUF:VENTURA CAST STONE �MANUF:SUNBRELLA i �2 MTL FRAMED AWNING W�ALUMINUM PANELS TYPE TRiM CORNICE,SILL 8 MEDALLIONS TYPE FABRIC AWNING I 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR � PRECAST STONE"DOESKIN" A3 AWNING'YVFIITE" '; 13! EQUIVAIENT CLEAR AN�DIZEO MANUF:VENTURA CAST STONE �_ MANUF:SUNBRELLA j AIUMINUM FRAMED AWNING W/GLASS TYPE TRIM CORNICE.SILL 8 MEDALLtONS TYPE FABRIC AWNING ` 14 CANOPY �PRECAST STONE:°LIMESTONE" I PRECAST STONE TRIM.SILL&MEDALLIONS BY VENTURA MANUF:VENTURA CAST STONE I 15 CAST STONE.INC.,OR EQUIV.TEXTURE.SMOOTM FINISH NPE:TRIM CORNICE.SILL 8 MEDALLIONS ' BRICK VENEER SET IN PLASTER SYSTEM. _ ---_ ___. ._---- ___.----- _ __ _ 6-� �RUNNING BOND PATTERN) !Res.14-122 -(Condition#14)Prior to issuance of building gRICK VENEER SETIN PLASTER SYSTEM. permits,the final window details on the new monitor roof � (�UBLESOLDIERCOURSE) 'system on building 3&4 shall be reviewed and approved by'�; 17 L.E D.SPOTLIGHT FIXTURES , the Director of Community Development. � ; i ( 1S CERAMIC TILE SET IN PLASTER SYSTEM. OP3 �� F�� STZ �/� IS� � �� i9 HM DOOR PAINT TO MATCH ADJACENT WALL � �^ � GAS ME7ERS-PAINT TO MATCH ADJ WALL 3b1�' 39 '10 15 i 4 �T �' � � IND�CATES BUILOING ADDRESS 35 LINE Of ROOF SLOPE BEYOND LINE OF ROOF DRAINS AND OVERFLOW ORA�N: 3F) BEYOND.CONNECT TO UNDERGROUND STORI WATER SYSTEM PER CIVIL 37 PREFINISHED ALU611NUM CAP FLASHING 3S 6'-0"DIA TO'✓VER CLOCK SURFACE MOUNTED C 3g WROUGHT IRON MEDALLION SEE DETAIL 10'A; 4O ROpF SCREEN SEE DETAILS 10/A7 8 41 MECHANICAL ROOF WELL Wi SCREEN 42 POTENTIAL DOORS FOR FUTURE TENANT 43 BOARD AND BATTEN SCARF JOINT �44 TRANSFORti1ER 4S TRASHENCLOSURE 46 IPE WOOD SPACED BOARDS IN STLFRAME 4% 6"METAI SPACED SIATS IN STEEL FRAME 48 WATER FOUNTAIN FEATURE,SEE SHEET A7 0 �, 4J WROGHT IRON BARN BRACKET AND WELL PULLEY WITH LIGHT FIXTURE SEE SHEET A7 0 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY STE 200 REDWOOD CITY, CA 94065 � R <i�:w�. .. _.. ,w c i�i� .. -...�N : H� ��s uo.�n wn�..R.� ao•e, s��. xen � � ----.—.--_.—I ♦�'_�0" 21 �ODRES� LOCATION-72"HIGH LETTERS ccros��tt�nit j p3 �- ---32-9" —-- .F ��i�'' -___ —— + � AIUMINUM CLAD PARAPET Aw�""0 "`"�x„"wy I _ ` --�------------- �. FD aRc . ,, . � � • I ALUMINUM AND GLASS FOLDING FRENCH .��•••'"""••y/J, { ,, !� -(" �-"'�^.,,,, � � � ��G:' Ro�i/ � _. 1`—�l +ZB,-O" I Z DOOR SYSTEM 3'`G.�P �•<n� I , —"—_' �'_'_.._'_'_"„_'_ _�' N•:-+ �, ' ;i� -� ' -- ^-—"' ALUMINUM AND GLASS SLID�NG DOOR � .�u C � „� _ . I 24 : t2.818 T: ,.--- - �.-- -. �,�^ __. ___ 1._-- L- -� SYSTEM �*E�630 1 '�� ,�.- -�-- .._.- , .--'' � ' .__. � �:__ { STEEL FRAMED StGNAGE STRUCTURE;SEE ;N�;� 5 �Q� � a�.p;. � '� ��< < ��}A 25 STRUCTURAL DRkW1NGS AND DETAILS �-9• � _ " . �,< . ;,,.# �. , r � „ I f."� , ..4� , � �"•........:'�.� i � I " �� . , �` ;�<'. • 26 RETRACTABLE FABRIC AWNING --- __.__...--- _._ ---._._.._ 9�a'~�,OF CAL��uN ' �\ . ___._..._ .. . I „;�j.�� I � � " "" ❑ METAL FRAME AWNING W,'PERFORATED METAL Res.14-122 -(Condrtion#11)Prior to issuance of � �___ ___ ____� ' �`�=�[. �� 6'-e" 27 PANE�S building permits,the applicant shall revise the proposed�FM�� N � "; »,r��.�„ 28 BRICK OR STONE VENEER EXPANSION JOINT roofing material to reflect a variegated slate material i , I $ \~ ' � �` � similar to the Chinese multicolor slate or similar multi- � _ � I � � t CEMENT PLASTER EXPANSION JOINT � � � � ' `.� �� # �� " T Merru�urreR nrio�ovvrrsPOUr color slate material. ' F � ; � p � GALV.SHEE ~w�� '""—""°""° ' � i � PAINTED. -- ---.. ._ _ --------- �--------------- � �� --� � ,�,; � � �. J --�—T- . 31 OVERFIOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL � �' i ' ' ,.� ; � � ,�,� t, i�� -�? �� DECORATIVE IIGHT FiXTURE SEE EIECTRICAL DWGS � `, • a� �� ' `�'° ' `x � KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE <.�_O�-O° � pREVENTION BUREAU REQUIREMENTS i I�'+I 6"X B"ACCESSIBILITY VNNDOW DECAL �'_ . w � `� k� .y �` ,.� Jt1Uh'�4-VNtJ I tLtVH I lVIV 1 i�e" I � � I -- �-- --- �_---_--- -- g- ,,-------- �---------------., Res.14-122 - Condition#14 Prior to issuance of buildin ;�R EIEVATtONS----�i i permits,the final window details on the new monitor roof ; ; � system on building 3&4 shall be reviewed and approved by' ; � / the Director of Community Development. � I � � � � P.� � � � U � � ; ._ - _ ' � �'""° � � �� ,_. � 8 30 36 ,-� 35 41 42 � � �,- +34'•10" � � � � _'�`. � - ��"fV�',`(... _`i.�i,-.,.��' Y�. -- , � . . . . v . . r ' .�'. ' i I �� V ., . ,,. _ .. .�� ._.r I 1 , . , , i I ' �� i tt,. � � , �� °� , , � �. , ., r � «�a,�„ � � � � . , .� . . ---•---, { ; �.- ��. � ( � : � � � � � , � ' { ' ,� � ��' � � , � > � � � � -- — --- -- -- - �y — �"�'r �� .�'y"��`:; i . . 4. .. . � .�:fi '!d'�a' 4 b .� � �-� (*'� �� b '� R�e�,'�^1 �t�.;� �° � � . �I� �. . � �. ,� ,�'"�y}r��.� d4.�`M a,� t -,.. � '�t� e " �T,R' k`.i 1 _ �� I I � ... . . �'+R�.�� L�' _.[� '4Q�}�^ � �,f. t ��. R�d' �• I 1 , (, � _. �i__ . . " i:�;5 Y��f}��`.� �Yb� ty:M. .+n.��.`� �-Ri�'�.� 4« »�� . %:�. ..:�j A- I I j .}� �aa M�y �'I � e .�,� i.- t ; ,d f � ` 11 ... '_�« '.�� •,tl � . � . j 3 Y"°i��,. �� 7� '-----1_...�.�.r._._._._...- -+�t`"'�-�4J"F:- -��-.� �+'�.�G '_ = i _ .. . � ti � � „ . -. �..i�_ . _ . . .. ,�- ' ----- -- - —� i r . Y — _ _ I in �,. ) , i ' «}. _.�:II ''�w.�„ �kra �-fc� '� 7*.r'tv �. .'�.. . 1 . , .. ,., . eYffi I , . � �i_ � _ °• �I -. { � Y- ��. . . � °�, i � ` ."},�...�- II ''_' .._' "._- .---. �__. ". .. . ... ,-__._.. _ _..__.�__'.:: 1 � . '�__._ ... .. t i y�. j . � �� , _ +:. , ;�� a � �; �� ' � � ..a� � - ��' � ` � -- --- , �,- - ' ,i , � ,fi � � x 1� ,�a�� + �, � , , .. *:�� ^ ' �^ , . .,._: '. `..,�. . � h�/ i�� '� . ', ,_. ,.....� � ' " � � i " �¢ .i �' . � �- ._ � � N i ,,.. . ,� � ... { 1� .�'" �� ! ,,.�,.,, t. �� j� �; !�� .:�R^ I .�emi l ,r�'�«e.. .�..^,��`..;:��».>.. _,,�.i. ,.� i �:�� ^° �. i.�A'i .A�,. 4. I I!-^.f�r..y i.�`�YC4 -i:.!..jN. � ... _ .._____ _.__—_______—_ .....'__ "...._—.___.---_—... _._. Res.14-122 (Condition 17)Prior to issuance of building permits,the applicant shall have the option to work with s ta f f an d t he City Consu lting Arc hitect on incorporating decorative iron lig hting features on t he co lumns for t he Shops 3&4 buildings along the Stevens Creek Boulevard frontage. 1 � � SHOPS 4-SOUTH ELEVATION , ��8° 1 i �� "� ��,�, ; �lL: ._ � i�� p J- '�� i^-�1;"^^—•-�i L..,..,.--.,�---�-^Z., �� ;ry ��.�= `��— .� , RE��Si�)4 FRC.�cT No 22.559 onTe 12.13.13 DRAYYNBV ---- SCALF AS SHOWN C;HLI:KEll BY ELEVATIONS RETAIL SHOPS 4 2C1 .3 � t013 K:htJE 114 h'U[JHICi��tS 6 FARTNEHS M� COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 1:"GEORGIA CLAY' P9 PAINT 9:'ENGIISH SCONE' B� BRICKI:'OLD CHICAGO&PALOMINO BLENO' CT CERAMIC TILE 1:"OESERT SAND' a SLATE TILE ROOFING O/EXTERIOR SHFATHING PER MANUf:DUNN EDWARD MANUF:DUNN EDWARD MANUF.CORONADO STONE MANUF:ALTA VISTA BY DALTILE STRUCTURAL. TYPE:DE5181 TYPE:DE81p8 TYPE:BRICK VENEER TYPE�CERAMIC TiLE PAINT 2:"SUNSET COVE` PAINT 10:"YUCATAN' PRECAST STONE:"CHAMPAGNE' FRAME 1:CLEAR ANODIZED 2❑ SLATE ROOF TILE P2 MANUF:DUNN EDWARD �MANUF:DUNN EOWARD �MMIUF:VENTURA CAST STONE F� MANUF:KAWNEER TYPE:DEC70S TYPE:DE5269 TYPE:TRIM,CORNICE,SI�L 8 MEDALLIONS TYPE.DOOR/WINDOW FRAME �LARGE CUT STONE VENEER SET IN CEMENT PLASTER. P3 PAINT3:'WHITE' � PAINTII:"SUNDOWN' C PRECASTSTONE:'DOESKIN' A� AWNING:'BLACK' MANUF:DUNN EDWARD �MANUF:DUNN EDWARD �MANUF:VENTURA CAST STONE O MANUF:SUNBRELLA 4❑STONE VENEER SET IN CEMENT PLASTER. TYPE:DEW380 TYPE:DE5268 TYPE:TRIM,CORNICE,Slll&MEDALIIONS TYPE:FABRIC AWNING P4 PAINT 4:'SHORTBREAD' R� ROOF 1:'PIKE'S POINT• � PRECAST STONE:'LIMESTONE' O AWNING:"BLACK AND WHITE' �FABRIC AWNING SET ON ALUMINUM FRAME. MANUF:DUIJN EDWARD MANUF:AMERICAN SLATE MANUF:VENTUFiA CAST STONE MANUF SUNBRELIA TYPE:OE6134 TYPE:SLATE TILE TYPE:TRIM,CORNICE,SIIL 8 MEDALLIONS TYPE:FABRIC AWNING �g^IPE T&G WO00 BOARDS.CLEAR STAIN PS MANUF:DUNN EDW RD• � MANUF ALUCOBONO�I�. O MANUFGSUNB'RELLA CEOAR TRELLIS.BRACKETS,TRIM BOARDS.& TYPE:DE6110 TYPE:WALL PANEL TYPE:FABRIC AWNING a FACIA BOARDS.STAINED OR PAINTED Ps PAINT 6:"GOIDEN CREST' R3 ROOF 5:'21NC-COTE" METAL PANEL:'ANODIZED CLEAR" BOARD AND BATTEN WOOD SIDfNG O/EXTERIOR SHEATHING MANUF:DUNN EDWARD O MANUF:BARRIDGE � MANUF:ALUCOBONO a PER STRUCT.,PAINTED. TYPE:DE5353 TYPE:STANDING SEAM METAL PANEL TYPE:WALL PANEL ❑CEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING PER P� PAINT 7:"ALPACA WOOL' �STONE 1:`EMBASSY BIEND' Q WOOD STAIN:"BRICK RED" 9 STRUCT.LIGHT SAND TEXTURE,PAINTED.COLOR:SEE COLOR MANUF:DUNN EDWARD MANUF:CORONADO STONE MANUF:OLVMPIC SCHEDULE TYPE�DE6113 TYPE:STONE VENEER TYPE:TREll1S,BRACKET,TRIM BRD 8 FACIA BRD CLEAR ANODIZED ALUMINUM STOREFRONT PB PAINT 8:`DRY DUNE' �STONE 2�' ' � WOOD STAIN:'CIEAR STAIN' �� SYSTEM WITN CLEAR GIAZING MANUF:DUNN EDWARD MANUF: MANUF:OLYMPIC CLERESTORY WINDOWS WITH OPAQUE WHITE TYPE:DE6114 TYPE:STONE VENEER TYPE:T8G WOOD BOARDS �� FILM 12 MTL.FRAMED AWNING WlALUMINUM PANELS ❑2'EXTRUDED ALUMINUM REVEALS BY FRY O O O O �� '� � �3 REGLET OR EQUIVALENT.CLEAR ANOOIZED. �� -li.,`:+.�� ST2 F1 �S R1 S1 ' A1 R1 F1 �� Sl STZ A1 �4 �UMINUM FRntitED Awt�tNG WI G�a,SS CnNOPY PRECAST STONE TRIM,SIIL 8 MEDALLIOfJS BY VENTURA CAST 4 7 41 1 1O 23 7 26 21 1 41 �� 7 23 10 4 26 15 STONE,INC.,OR EQUIVALENT.TEXTURE:SMOOTH FINISH. :j � BRICK VENEER SET IN PLASTER SYSTEM. �' m > �� (RUNNING BOND PATTERN) � i � ��+i&?�;Y�� I 6- BRICK VENEER SET IN PLASTER SYSTEM. a ;,Jj',sj�%i y (DOUBLE SOLDIER COURSE) � 4 E D SPOTLIGHT ftXTURES +2r-2• '�.�.�� + i l ` - - _ - , : , 17 L ------rt---- ,�,J _. . ............ ,. .....� _,....... �- r- r , �d,� L��.� �ri:...� ._ - r , � �� 1:♦ �� .._. n � . , 1 �',. I _ 7 _�,.. .r � __ p �-_ _, ,st :. ' �_ .� 1�'i`—�t _._..l I . f -,--+ -.._: r. ...=_r. q.:_�._h._._ �� .J�" 18 CERAMIC TIIE SET IN PIASTER SYSTEM. 4. .,.�,- � ,: "d., ��`' � � �. ,.i� li _ _ _ � T!� � ,. , , � � :`�`, I .. . :- ,: . ., l ` : a I iI I - -- - T. t �!._ . .. � . , u, . .J _. :.., . ... .�. _..,:,: __l,.. ..<<: � « J: I � -, - - ,:`:: � i . _ . . .:.?�,� ,,:;- ; ,. ;, , ; , . ;,��t ,',�,: : .; , , r,,,; • *- l:.�� ;: .1 :1� i _it � 1' a � �. f !v :i- .?�,, - t,:T-.�. .1,. �'.- 1..:L �#, _tt_: .. ;,..;__'-�: �...;:�.�l.;l.: �i•' ._ _, � '�.a .. .1 d".4_ I'. Yr « � ,{..� ,�!- .J :-,. �. ...1L-,�.� .:,--. . ._.. ,_,...�.,::: ' .. ' . �,-, ; Y ;:;.. :' .T';.. . .. ,r''_ L' . �-i-:: - � . � r ;: , ,-. . . ,, ., ._.7:_:,,.. ...i�i_..._f..,l L.....�.. 'ti#: �.:x. .''C.;1. ::1i �.7� :'t" � ��.,.�.�j,.,_ � �_. . �- i: ,,I ,..„, :�.„. . , � ,;��a:i ,. t� ,.W � :L_. _t � r: ,r �i r � 19 HM DOOR.PAINT TO MATCH ADJACENT WALL , ... .-�. . . .� ,-.�-�. -_.-, .�Y, � ��t�� _�_ 4� :�?-} ., ,::�,__ ., ,�, ,. ,. . „ � ,.� _ ._, , ,,. ,. ,: ;- -;- ..,..,.�... �.� _r� � ..�� ..�, I.. _-"i-� ..� u �� ,4 _ �-�'� .y. . : '�-; : . N�� r�. �� _�.:: ,{� � � .r, yN' L ,.,� l �.r ty: - �--.., a:1.�.,�_�t�I _L L. _aIt .,�.. il. i .i: .�; .:;1 � �F �'.�_ :f': �, I l� T. Y, i E 'r�,� :1'�+,� .i � 'a � �� _�i£ ( :$.r., f ,�a� � � i= q ,. . ..;.. ; f . .�,.: E; . ., ... , ,:., �, : :,,;, _.• ; , , `, ,s� I L I i I I .�t'r, -rr- ,,. 7 ' i � ` ` y�� t; AS Iu1ETERS .«.a�. . .L�..,i_;lJ, I'_ ,.1 '� � '.,I" 20 G �:�.. . %�..,�.-- �r-x -{j` :�`2, b.`�, ,1,"z...,i.;`ia�tY�eoe�.J.td�= :a: }e ,:�, ❑ �:� � ..�. � +� . � _�.��. t- ++ y .. ."_"` _.. ,.� ..+�' ,:�� >� .. i� �t �'="�� —— ` ` ,` N « . , ; , p , -... ° : :.. . � �, � �.` � � _._ INDICATESBUILDINGADORESS .,. a•.; i > _ �:_:;..L t �, ,_ i }ii -.�.._ Zi AODRES J .��.� � +14'-0'� ;f p' , . . „ . .+,�a-0,. _ -- ` .._._tLr'Y' L—— �OCATION-17 HIGH LETTERS . � n ------�--y y—�-`^ „ ,�,� - — --- i� e `�a�''�" �' . �� . �� ;` � a r�� a,e�,;^,�. '� � . ZZ ALUMINUM CLAD PARAPET � ,., i� . . '` � __ . ....._ ... _.. . - ..i � o` , _.. �n ..,__. '.". . � 1 n M_ �� l�''"�� '° � � � Ni • r..,.,`" � +� � 2 }- _ �-. " `�'..----4r�'- 23 ALUMINUM ANO GLASS fOLOING FRENCH DOOR SYSTEM ,�� r--- ---- � ; � � �--� . � - -� - „�. ` • ; � i ' � ❑AIUMINUM AND GLASS SLIDING�OOR SYSTEM . �;�` ' _ _ � p" �,�, " ' ' ,� � i o � _33 �I � ',��.F F �e I�. '`�'�t'� Y '.*' M n -- 24 STEEL FRAMED SIGNAGE STRUCTURE:SEE ;.. ..� � ;. ,N , . , � ,� � ' ►' I ? � ! � . i � �} `.�, �� z �� , �� ', .,� r°h ,�`� _ 25 STRUCTURAL DRAWINGS AND OETAtLS :`n -�-- - ' --- II , � �. . �,..;' t�j ..�:�� ":., � � �� . . � Tf' .�-�,�. %X�>.,,� '7.: , �. ' a Q'"Ow y . ry. ,�I.. ' '�y�`.-<7�' �! ._. _ _ . . ---- ' �''�'�"q [�'-0" '. �w. „_ , ,•w::<. �; � �, ' _" 7` ....._ �`_ --- -- = ' 26 RETRACTABLE FABRIC AWNING. V � � V 2� METAL FRAME AWNING W/PERFORATEO METAL PANELS SOUTH ELEVATION ��e• 3 NORTH ELEVATION ��a� � 2e BRICKORSTONEVENEEREXPANSIONJOINT �CEMENT PLASTER EXPMISION JOINT �COPPER GUTTER AND DOWNSPOUT 3� OVERFLOW DRAIN TO OAYIIGHT AT BOTTOM OF .__...___.:..._ _ ,.__, _° __�. wa�.� A B OO y.,.�� :�..-� k �I "�-.,-a .6:=.. � _� �I ,� ��,,:�. O O O ❑DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL r � �� A� I ` /' � ,� ST2 A1 F1 QS F1 Q 33 pX'BOX SYSTEM(KEV BOX)LOCATE PER FIRE 7 4 10 41 36 7 2ti 24 20 30 1 �/ �� / � � 4 26 7 41 pQ �Q ] �E�ENTIONBUREAUREQUIREMENTS y �6'X 6'ACCESSIBILITY WINDOW DECAL � ��`".� � ; ' ��'�E�� # � , � � �LINE OF ROOF SLOPE BEYON� I i ' 1 1�..� y,... I.... :'��"Li�i �.._ � � ',✓✓=7i�✓i . .. y;-�..:. i.,i.(...a i.��11�-,-'r4- - -�, � , , _ _ _ .._,. . .! : ' °' �, � BE ❑ INE OF ROOF DRAINS AND OVERFLOW DRIUNS ' ' ' * YOND,CONNECT TO UNDERGROUND STORM ..-_�. . �:_ _--a . _ �-1 �.-: --___...: _ � WATER SYSTEM PER CIVII +27�2� � --i � � � � t27�-2� ------"�---- ------- EFINISHED ALUM NU CAP F Y " —� ; — I M LASHiNG r � � ____ __ _ _ ..__ ____ 37 � n r , ; � � � � . 3.5 r— � � � � � � °�-' �� ' � ' _ � � 2 �6'-0'0 TOWER CLOCK SURFACE MOUNTED DIAL � , , �,,.� , =� ' �� --__ � 1,3.5 �+ ,+ + �� :..- --•, ; -,._ `I _ �i r _. _. 4 _ � ---� ° ; 'gy �----- „- --� �"� � ' _._.. �.__�, ; � i-- - ------� 39 WROUGHT IRON MEDALLION.SEE DETAII 101A7.7 , _, 1 \ E . • --- - � �_ _ _� ___.._ . . � rt F � . • _-_,,- � =�-� . - - �" ,,_ � _ -.L.r._ , _ t;. ' " ' �i'� u ' -' ' -- mi m ' ��_. - • 00 SCREE SEE DETAILS 10 A7.8 `.. �. _�.- . r1�1 : .- r i� _-.--�� . �III ��II �� . �- ' +�4�� " : � i; ;. 7f ri.,r.,,, ri�.�,:� uu iui n„r.:,r r �� u , < � - „�,„ `��,,�, , .� _ . ,�� „ ___- _ , �n� �m _ �� . +14'-0' � N _____' �.' � %^ --+r' IIII IIII .....- ��`";- 11 p , �.,;:;�" � ii, �;; � ,_ . „ .` nu uu � : � ------- -`ll ,. ii ��,,v:; .. -�---- 41 MECHANICAL ROOF YVELL W/SCREEN � , „ � ..._ ....___ �, --- � �_ , - ii : ,; ; 3;x�� t� •ii n ., . ___ - I : �njj� � ii�i �I:�i� .. _.._�..... . .��. . .. � ii �I. ' .?=+�� . � �>� i -�- -i� � ii F ��. �4� n�i I Yi . u� � � : � i� �' u! �'� 4Z POTENTIAL DOORS FOR FUTURE TENANT .,, n x . � : �h� un , ,_..._ ! .. " . . 11 ) � -`�- --- "`--- 1�.: . tl j : i ,. IIII �III �-. ; � ..... . _ '� II � �t r-- ,--- - ---� u � i � u ��n iui tJ I �' ii - -- -- i� . �u, :r . L; : � � �36 �� ( �u nn ii '; — -- n� . ; ,..� u iui iw u� �;; . 9 �� ui ni� ! ' � . '; �i .^h, ARD AND BATTEN SC.ARF JOINT ii `� � "ii II4, � ii h u n� �Ui iW � -- —- ,� -- � _ � 43 � _ � , -- , , n mi nn d, u il - y�' . u . , n� . �n : u ! iqi iui . � � � � . . �. � �I� Jws �ii� •. : a,.. . _. ; u. r1 � _ � --' ii ?�.�d °�� `� x E e "� �i�•�1 ' ,.�. -, � _�- #;� a „�,.:_ �. ..� _ ,� °�» - a�.. �Y ��.�� `�� . �� , �,. � ,. ,,. � , p _ , ' �'� `k . ' a`_ , ,,. .. ,� .. - ��i. '� YIL II� '� � `� ' Y � + - r'�y, -..� `� ��:_. . . .. .. .. WEST ELEVATION �ra° 4 EAST ELEVATION ��8° 2 MAI N STRE ET CUPERTIN4 STEVENS CREEK @ FINCH CUPERTINO,CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � � / K E N M1 E i H R O D R I 3 l:L 5 9 F A X t M1 L H a V'.: ��5 N o r i n W rt-♦n o n N u i J 5 u�t• 7 0 0 Mu�.nl• n V��w C A 6 S: G E 3.0 T 0 0 CONSUITANT w�ru�u., S�A'.�y, �� ..�. aw�. ♦V:'P ��n i ��4'C12.818'�i�� '� T•*i -N;' 6 30 13�:�. 9�� ~ ��CA�� ,��, f�' �� A'•..., i4 p � +�ipI11L itll�{s REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 02.08.13 RESPONSE TO PLAN CHECK 1 02.28.13 ASA REVISIONS �aecr no. 22.559 DATE 11.15.2012 ow�wH av �E AS SHOWN CHEp(ED BY CO�OR ELEVATIONS RETAIL PAD 3 2C 1 .4 Ozo,a�ra�eni noowoues a anrxn�as.n+c. • +30, ---- +5p'-0" � i R1 O 1 12 _ �4 ..._ ``� 8 P3 � 17 ,{ t5 � `�rf � �.. ` ',l �� .. s; 1S �2 �:; ,i -�,� 4 ST2 �� }' .,a �� 1I � SOUTH ELEVATION �i8• 3 OR, O 4 � �� PS -- �4 (-1 P3 �� i� s�z NORTH ELEVATION I ��8' I 4 +�,-0. B R, o � i I 1z PS �4 , - �� ^..^.I � � 9�! ��t�t L ±�,-0�-- +��-0. +�g'.p• 0'-0" P3 � � 5T2 EAST ELEVATION I 18' � R� O 1 12 -------- �4 j � ----- '`��<,. ' \� /� _� � � � � � , � � i � � i i � �. � �F i� =t � � +t ♦�� ;: � .: �i «� � } ��-:i�. ��-) . ii��-'� ��:��. � _ . �� _ . ;;. s +� `i"�i �..i� ' .;.6�'�• a j t ea � .� , : '1 �S � �Y - .� ,�: �� S '��` � 8 P3 17 15 � 49 l 15 � a srz s .i WEST ELEVATION I ,�e� COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PMANUF:DUNN WARp �SLATE TILE ROOFING O/EXTERIOR SFiEATHING PER M A I N S T R E E T STRUCTURAL. TYPE DE5181 PAINT 2:'SUNSET COVE' 2❑SU1TE ROOF TILE C U P E RT I N O P2 MANUF:DUNN EDWARD TYPE.DEC708 �LARGE CUT STONE VENEER SETIN CEMENT PLASTER. P3 PAINT3:'WHITE- � STEVENS CREEK @ FINCH MANUF:DUNN EDWARD 4 STONE VENEER SET IN CEMENT PLASTER. TYPE DEW3A0 P4 PAINT4:'SHORTBREAD' �FABRICAWNINGSETONALUMINUMFRAME. CUPERTINO�CA MANUF:DUNN EDWARD TYPE:DE6134 PAINT 5:'WARM HEARTH' 6 B'IPE T8G WOOD BOAROS.CLEAR STAIN PS MANUF:DUNN EDWARO CE�AR TRELLIS.BRACKETS,TRIM BOARDS.8 TYPE:DE6110 a FACIA BOARDS.STAINED OR PAINTED A A PAINT 6:'GOLDEN CREST' P6 �BOARD AND BATTEN WOOD SIDING O/EXTERIOR SHEATHING S U B M I TTA L MANUF:DUNN EDWARD 8 PER STRUCT.,PAINTED. TYPE:DE5353 CEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING PER P� PAINT 7:'ALPACA WOOL" �STRUCT.LIGHT SAND TEXTURE,PAINTED.COIOR:SEE COIOR MANUF:DUNN EDWARD SCHEDULE TYPE'DE6113 CLEAR ANODIZED ALUMINUM STOREFRONT P8 PAINT 8:'ORY DUNE' �� SYSTEM WITH CIEAR GLAZING MAIN STREET CUPERTINO AGGREGATOR,LLC MANUF:DUNN EDWARD CLERESTORY WINDOWS WITH OPAQUE WHITE rrPe oes�ia �� 203 REDWOOD SHORES PKWY,STE 200 OPAINT 9:'ENGUSH SCONE` FI�M REDWOOD CITY, CA 94065 MANUF�DUNN EDWARO �2 MTL.FRAMED AWNING WlALUMINUM PANELS TYPE DE8108 �PAINT 10:"YUCATAN' �3 2'EXTRWED ALUMINUM REVEALS BY FRY MANUF:DUNN EDWARD REGLET OR EQUIVALENT.CLEAR AN0012ED. TYPE:DE5269 �PAINT 11:'SUNDOWN' 14 ALUMINUM FRAMED AWNING W/GLASS CANOPY � MANUF:DUNN EDWARD PRECAST STONE TRIM,SILL 8 MEOALLIONS BY VENTURA CAST TYPE:DE5268 15 STONE,INC.,OR EQUIVALENT.TEXTURE:SMOOTH FINISH. R1 ROOF 1:'PIKE'S POINT' MANUF:AMERICAN SLATE BRICK VENEER SET IN PLASTER SYSTEM. TYPE:SLATETILE �� (RUNNINGBONDPATTERN) RENNETM aoortiou¢a \ ►�RTMERS NC. � BR�CK VENEER SET IN PLASTER SYSTEM. (DOUBLE SOLDIER COURSE) ��s w o�i e w��.a.� �o,a. s��i. :o 0 R3 ROOF 5:'ZINC-COTE' 17 L E.D SPOTLIGHT FIXTURES �o��.�� v i.. c• e e o a�s.e i o 0 MMIUF:BARRIpGE TYPE:STANOING SEAM METAL PANEL �$ CERAMIC TILE SET IN PLASTER SYSTEM. �STONE t:AS SEIECTED BY ooNSU�r�wr OWNERlARCMITECT �J HM DOOR.PAINT TO MATCH A0.IACENT WALL �Af�h, �T ��2� � �GAS METERS-PAINT TO MATCH ADJACENT WALL �,r'��,��n `..•,... TYPE STONEVENEER �'W C12,818�'s� 21 r ORES� �NOICATES BUILDING AODRESS y�; �+{t B� BRICKt:'OLD CHICAGO 3 PALOMINO BLEND' �___J LOCATION-12"H�GH LETTERS N.�6•30�15�:� MANUF:CORONADO STONE �•.,. '� TYPE:BRICK VENEER 22 ALUMtNUM CLAD PARAPET PRECAST STONE:"CHAMPAGNE" � ��CA�� 1 MANUF:VENTURA CAST STONE Z3 ALUMINUM AND GLASS FOIDING FRENCH DOOR SVSTEM TYPE:TRIM,CARNICE,SILL 8 MEDALLIONS �PRECAST 3TONE:"DOESKIN' 24 ALUMINUM AND GlASS SLIOINC3 DOOR SYSTEM �yy�p N MANUF:VENTURA CAST STONE TYPE TRIM,CORNICE,SILL 8 MEDALLIONS 25 STEEL FRAMED SIGNAGE STRUCTURE;SEE ePRECAST STONE:"LIMESTONE' STRUCTURAL ORAWINGS AN�DETAILS ` -�� _ MANUF:VENTURA CAST STONE 26 RETRACTABIE FABRIC AWNING. �,� TYPE:TRIM.CORNICE.SILL&MEDALLIONS �METAL PANEL'BONE WHITE" - �'a MANUf ALUCOBOND 27 METAL FRAME AWNING W/PERFORATE�METAL PANELS ..�, r�:wr+��Pa�e� �� /� ° ��--.� �P METAL PANEL:'ANOOIZED CLEAR" 28 BRIGK OR STONE VENEER EXPANSION JOINT � � I r MANUF AWCOBOND L - �., TYPE:WALL PANEL �CEMENT PLASTER EXPANSION JOINT I � r „ � rl f. QWOOD STAIN:'BRICK RED' L , � ;, MANUF:OLYMPIC �COPPER GUTTER AND DOWNSPOUT _�_v L', L_ TYPE TRELIIS.BRACKET,TRIM BRD 8 FACIA BRD �WOOD STAIN:'CLEAR STAIN' 31 OVERFLOW DRAIN TO OAY��GHT AT BOTTOM OF REVI9i0N MANUF:OLYMPIC W� TYPE:T8G WOOD BOARDS ❑DECORATIVE UGHT FIXTURE,SEE ELECTRICAL �CERAMIC TILE 1:"DESERT SAND' 32 DRAWINGS MANUF:ALTA VISTA BY DALTILE KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE TYPE CERAMIC TILE �pREyENTION BUREAU RE�UIREMENTS F� FRAME 1:CLEAR ANOOIZED MANUF:KAWNEER �6'X 6'ACCESSI8ILITY WINDOW DECAL rraE:000wwiNOOw Fwv�ne A� AWNING:'BLACK" 35 LINE OF ROOF SLOPE BEYONO MANUF:SUNBRELLA TYPE FABRIC AWNING a LINE OF ROOF DRAINS AND OVERFLOW DRAINS OAWNING:'BLACK AND WHITE' BEYONO,CONNECT TO UNDERGROUND STORM MANUF:SUNBREILA WATER SVSTEM PER CNIL TYPE:FABRIC AWNING 3� PREFINISHED ALUMINUM CAP FLASHING OAWNING:'N�FIITE' MANUF:SUNBRELLA �g�-0"0 T01NER CIOCK SURFACE MOUNTED OIAL pRp,�CT Np. �.�9 p�TE OS.34.ZO13 TYPE:FABRIC AWN�N(i 39 WROUGFIT IRON MEDALLION.SEE DETAII 10/A7.7 ��er scuF C1ECI�D�Y 4O ROOF SCREEN,SEE DETAILS 10IA7.8 41 MECHANICAL ROOf WELL W!SCREEN C O L O R 4Z POTENTIAL DOORS FOR FUTURE TENANT E L EVAT I O N S 43 BOAFiD MID BATTEN SCARF JOINT C LO C KTOW E R � TRANSFORMER 45 TRASH ENCIOSURE aIPE WOOD SPACED BOARDS IN 2 C 1 ■� � STl FRMAE 4% 6'AAETAL SPACED SLATS,IN STEEL FRAME 48 WATER FOUNTAIN FEATURE.SEE SHEET A7.0 2 49 WROGHT IRON BARN BRACKET AND WELL O 10171�NNET?1 ROORIOUES�PARTNERS,RiC. P L Y WITH IGHT FIXT RE SHE T A7. - ___-- ---- --- __--- - _____ COLOR/MATERIAL KEYNOTES P� PAINT 1:'GEORGIA CUY' MANUf:DUNN EDWARD TYPE:DE5181 P2 PAINT 2:'SUNSET COVE' MANUF:DUNN EDWARD Tr�:oec�os P3 PAINT3''WHITE" MANUF:DUNN EDWARD TYPE:DEW380 P4 PAINT 4:'SHORTBREAD" MANUF:DUNN EOWARD Tvae:oes�3a P5 PAINT 5:'WARM HEARTH" MANUF:DUNN EDWARD TYPE'OE6110 P6 PAINT 6:'GOLOEN CREST' MANUF:pUNN EDWARO TYPE:DE5353 P� PAINT 7:•ALPACA WOOL' MANUF:DUNN EDWARD 1'YPE:OE6113 PB PAINT 8:'DRY DUNE' MANUF:DUNN EDWARD rr�:oEe��a P9 PAINT 9:'ENGIISH SCONE" MANUF�DUNN EDWARD rv�:oesioe �PAINT 10:'YUCATAN' M/WUF:DUNN EDWARD TYPE-DE5269 �PAINT 11''SUNDOWN" MANUF:DUNNEDWARD TYPE:DE3268 R1 ROOF 1:'PIKE'S POtNT' MANUF:AMERICAN SIATE TYPE:SLATE TILE R3 ROOf 5:'ZINC-COTE' MANUf:BARRIDGE TYPE:STANDING SEAM METAL PANEL �STONE 1:AS SEIECTED BY ovrr�ewu�aarECr �STONE 2:' • MANUP: TYPE:STONE VENEER B� BRICK7:"OlD CHICAGO 8 PALOMINO BIEND' MANUF:CORONADO STONE TYPE:BRICK VENEER PRECAST STONE:'CHAMPAGNE' MANUF:VENTURA CAST STONE TYPE:TRIM,CORNICE,SILL 6 MEDALLIONS �PRECASTSTONE:'DOESKIN' MANUF:VENTURA CAST STONE TYPE:TRIM,CORNICE,SILL 6 MEDALLIONS �PRECASTSTONE:'LIMESTONE' MANUF:VENTURA CAST STONE TYPE:TRtM,CORNICE,SILL 8 MEDALLIONS SHEET KEYNOTES �MANUfPALUCOBOND�I�• �STRUCTURAL FING 01EXTERIOR SHEATMING PER 17 L.E.D.SPOTLIGHT FIXTURES �6'X 8'ACCESSIBILITY WINDOW DECAL TYPE:WALL PANEL �COMPOSITE SHINGLES ROOF OIEXTERIOR SHEATHING PER �B CERAMIC TILE SET IN PLASTER SYSTEM. 3S LINE OF ROOF SLOPE BEYONO �METAL PANEL:'ANODIZED CIEAR' STRUCT. MANUF:ALUCOBOND a�GE CUT STONE VENEER SET IN CEMENT PLASTER. �9 HM DOOR.PAINT TO MATCH ADJACENT WALL 36 LINE OF ROOF DRAINS AND OVERFLOW DRAINS TYPE:WALL PANEL BEYONO,CONNECT TO UNDERGFOUND STORM �WOOD STAIN:'BRICK RED" WATER SYSTEM PER CML 4 STONE VENEER SET IN CEMENT PLASTER. z0 GAS METERS MANUF:OLYMPIC $7 PREFINISHED ALUMINUM CAP FLASHING TYPE:TRELUS,BRACKET,TRIM BRD 3 FACIA BRD � -7 INDICATES BUILDING ADDRESS S FABRIC AWNING SET ON ALUMINUM FRMAE. 21 ODRESSiC �WOO�STAIN:'CLEAR STAIN" C_—_I ��ATION-72'HIGH LETTERS 38 B'-0'0 TOWER C�OCK SURFACE MOUN7ED DIAL MANUF:OLYMPIC a 6'IPE T3G WOOD BOARDS.CLEAR STAIN 22 ALUMINUM CLAD PARAPET TYPE:T3G WOOD BOARDS 39 WROUGHT IRON MEDALUON.SEE DETAIL 10/A7.7 CEDAR TRELLIS,BRACKETS,TRIM BOARDS,8 �CERAMIC TILE 1:'DESERT S/WD' 7 23 ALUMINUM AND GLASS FOLD�NG FRENGI DOOR SYSTEM 40 ROOF SCREEN,SEE OETAIIS 10IA7.8 CT FACIA BOARDS.3TAINEO OR PAINTED MANUF:ALTA VISTA BY DALTILE 60ARD AND BATTEN WO00 SIDING OlEXTERIOR SHEATHING TYPE:CERAMIC TIIE a 24 ALUMtNUM AND GLASS SIIDING DOOR SVSTEM PER STRUCT.,PAINTEO. 41 MECHANICAL ROOF WELL WI SCREEN FRAME 1:CLEAR ANODIZED F� ❑CEMENT PLASTER SYSTEM O/EXTERIOR SHEATHING PER ❑STEEL fRAMED SIGNAGE STRUCTURE;SEE MANUF:KAWNEER 9 STRUCT.UGHT SAND TEXTURE,PAINTED.COLOR:SEE COLOR 25 STRUCTURAL ORAWINGS AND DETAiIS 4T POTENTIAL DOORS FOR fUTURE TENANT TYPE:DOOR/WINDOW FRAME SCHEDUIE AWNING:'BLACK' CLEAR ANOOIZED ALUMINUM STOREFRONT Z6 RETRACTABLE FABRIC AWNING. A1 t0 43 BOARD ANO BATTEN SCARF JOINT MANUF:SUNBREILA SYSTEM WITH CLEAR GU121NG TYPE:FABRIC AWNING ,�' �ERESTORY WINOOWS WITH OPAQUE WHITE Z7 METAL FRAME AWNING WI PERFORATED METAL PANELS � .�K MODERN'SCREEN FENCEIGATE OAWNING:'BLACK AND NMITE' FILM � MANUF:SUNBRELLA ZB ��STONE VENEER EXPANSION JOINT TYPE:FABRIC AWNING 12 MTL FRAA�D AWNING W/ALUMINUM PANELS 4S TFiASH ENCLOSURE A3 A��''�H�� 13 2'EXTRUOED ALUMINUM REVEALS BY FRY �CEMENT PLASTER EXPANSION JOINT MANUF:SUNBRELLA REGLET OR E�UNALENT.CLEAR ANODIZED. TVPE:FABRIC AWNING �4 ALUMINUM FRAMED AWNtNG W/GLA3S CANOPY 3O COPPER GUTTER AND DOWNSPOUT ❑PHECAST SiONE TRIM,SILL 8 MEUALLIONS 8Y VENTUFtA CAS I 3� OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WAl1 15 STONE,INC.,OR EQUIVALENT.TEXTURE:SMOOTH FINISH. ❑pECpRqTIVE LIGHT FIXTURE,SEE ELECTRICAL &� BRICK VENEER SET IN PLASTER SYSTEM. 32 DRAWINGS (RUNNING BOND PATTERN) ❑KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE �� BRICK VENEER SET IN PLASTER SYSTEM. 33 PREVENTION BUREAU REQUIREMENTS (DOUBIE SOLDIER COURSE) 0 0 � Q __'+2T-0• � � �� a�"��: � � ��._ ��- •,a�-o- ,� : � � �� ` �� , � � ST2 n n � # .. � _ � `�L �.�.� �°l �•p��b��•q' e �.,.-.. ;-"�"F- ._.. � ` . +.��-.-"—^:=,�'...}�•. t. . � �! � 15 ' 7 i � l i �I� � ��► , I�� .W � � ,� { ' 9 +� _ �� . ;� i,"�` ..; , �'-^, -TF a _:_�,�� _ _ �� SOUTH ELEVATION ��• � 2 O O � �� ' �� — ��..�....� �i0i�i�i��li�li�il�i0li� + �. i��,. _ �f " ' I � �#� �Y I � k � ��$ �� J.. , rw - -s� , . .� .�.��.. . �'.�.,..: .. '. •'.�: . .. , ,:.: ., ,-,-��Y. � � NORTH ELEVATION ��8• � 4 .1�-122-(Condition 12)Prior m i:suance of buildinQ permitz,the�pplicant shall revise material it18(Cenmic TilrAltn Virta Dahile or Equivalent)on the terial Board(Sheet MB-1�,and as k otturs throuQhout the project plans,wkh a hiQher quality stone or equiwlent to the satisfac[ion o(the DireROr of ��, nmunity Development. fol�owinQ is a summary of material selections made by the applicaM: Shops 5=Quartz,Chin�Gold 0 0 �S ST2 �P F1 P3 �S Ct �S ' . � � �. L _ ' I__ _ � , ,� �"+�:.� - -� ; - �� °� � I �e ,�,�� , `��"ar I �� f�!� _� ��j i�,` f ._ .... .». �,� �� `, ��' ��;"' ;� � . ��.�� __ __�� - '��° OQ ST2 � � ,.■■■...■� ■il�ii�i�i��iteil�i�l�ii�i�[� ' �� te �� I��11��1{I �� t�... ii� .:P=�� I �� , �� r , J �. �y, � : .,,� ,. "''� � r � l�J O _> � .. .. , , . :s .r.,__;�_;_� , . iSee Detail on A J , iSheet 2A5.0 EAST ELEVATION I ��$" I 1 _ ____ __.. . �--- ; --�----- ��, :� �, �.�� +2i-0" � - f--------- . _ ;, _ - _ _ ��""°`:-�- -��-' ,�'= � � , , r� �,,,.�''`�'"�._.. , �� " t . �, - -.- ,�, �_---------- ---��i ♦" _ "_ �" ;�1` � - . �, �.� �..,.��y� * (,�-..0 ':.�'.. � . . �� " -�- �'"� �. j, , , . . w.. ' �•�T' 1 R ��.aY.d �:. � �j i;�i: t��•�'f�� !_�^ �' ' .- � MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA 500 FORBES,LLC 203 REDWOOO SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K t N N C t!1 R O O R I 4 U!5 S V A H 1 N L i(S Y C. ��5 M e r t� w n��m�+ q o�a 6��t• 7 0 0 4oa�1��n V�� . C A 8 5 0.Y 6 5.0 l�0 CONSULTANT � v�P��'c yy��F �.'C�' '�`''�-► *�"'C12,818 T;�, :�63013�,� N�.: �. 9��CA`,� '�"� N ., i F�y ��. _ _-{ <,. � .� � � ��-_ _.. � 1: '� _;- _- � � � S _;- REVt510N 11.15.12 PLAN CHECK SUBMITTAI SET 02.08.13 RESPONSE TO PLAN CHECK 1 02.28.13 ASA REVISIONS vao.�cT rro. 22.559 o�re 11.15.2012 oFawn er scue AS SHOWN CMECKED BY COLOR ELEVATIONS RETAIL SHOPS 5 2C1 .6 WE ST E L E VAT I O N � ��s° � 3 � I 0 T��3 KEMIETH RODRIGUES�PARTHERS INC . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ V I C I N I T Y M A P ■ ■ DBFBRRBD SUBYITTALS • THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPIICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM SHOPS 7 & 8 ■ P R 0 J E C T T B A l� ■ 0 W N E R / D E V E L 0 P E R MAIN STREET CUPERTINO AGGREGATOR, LLC 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H I T E C T KENNETH RODRIGUES dc PARTNERS. INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H 0 T E L A R C H I T E C T DMB ARCHITECTS 8911 Research Drive,1 st Floor Irvine,CA. 92618 C 1 V 1 L E N G I N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANOSCA�E ARCNITECT THE GUZZARDO PARTNERSHIP. INC. 181 Greenwich SVeet San Francisco,CA. 94111 �ARKING OARAOE ENCINEER INTERNATIONAL PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Coniact Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contact Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong ■ S H E B T I N D E X ■ 4A0.0 COVER SHEET �,AZ.Q ELEVATIONS RETAIL SHOPS 7 4A2,i ELEVATIONS RETAII SHOPS 8 �,Q FLOOR PLAN RETAIL SHOPS 7 �.� FLOOR PLAN RETAIL SHOPS 8 A,A�1.0 ROOF PLAN RETAIL SHOPS 7 �,A4,i ROOF PLAN RETAIL SHOPS 8 �A4,2 SECTIONS RETAIL SHOPS 788 4AS,Q FLOOR AREA CALCULATIONS SHOPS 7$8 4Ci,0 COLOR ELEVATIONS RETAIL SHOPS 7 4C1,1 COLOR ELEVATIONS RETAIL SHOPS 8 _ .. -� . . _ .. .' ". .. �- � ' !. c.i�i _a .. � .. � _.. . -�z'....y... . Phone 408.636.0900 �; Fax 408.636.0999 � / Contact Ken Olcott � . � ,��L�� Steve Yasilina , '�`'� � Phane 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contad Raju N.Nandwana ■ PLANNING PBRYIT FILB N0 . ■ APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-2008-01),ARCHiTECTURAL AND SITE APPROVAL(ASA-200&06),TREE MASTER USE PERMIT (TR-200&08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) fi''��,..:�:. � ,: w._ . r�..."_...----- � �� : .� � �^�'It?\... �V• � +.++�J�.ars. .�1�.�,0 r ..�.....y..�...,...., ,,.� M� �+. i a7:�j�sg�G::'i �.�..._ I �i�4i�J �`R�ii�4P ^ I i ' f Ir/� .1 ♦ �.w�rr __ ' -__ _— • SCOPB OF 1fORg • 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF 2 NEW RETAIL SHELL BUILDINGS TOTALING 14,145 SF. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.NEW TRASH ENCLOSURE AS SHOWN ON BUILDING PLANS AND ELEVATIONS. 5.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 8.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEEO DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T H R O D R I G U E S 8 P A R i H E R S I N C. ��5 N o r t� W�I�m�n R o�0, S u 1 1 a 2 0 0 uo��.i� v�.. . c� a s o.a e s.o�o 0 CONSULTANT 5�A�ti tiV�,�t�P�Ro��n �W C12,818 T* N��63015�� 9��F CA�-1F�~ __ /II� �� t „ -��' 'i� � ; �—- ' � � _� � I:i _��`� �� """-"""'.." .� i��1�_,�j��tj�c;.;.' _ _ _ i �� Pao.�cr No. 22.559 oA� 12.13.13 ORAWN BV SCALE CHECKED BY SHOPS 7 & 8 COVER SHEET 4A0.0 OT013 KENNETH RODRIGUES b PARTNERS,INC. O I�C P4 15 13 9 i +24�-�� I --o� i : 0 0'-0" i � n +24'-0" ol CV <M O mm � � m m m o 1 \�� —' ��- r�� .�� 1� _ ��I—�I�� — ��,��■�■ ��II\I��s■�i�! 13 � �� u ST1 O � ' � mm m � I ■��I �'�- iiiiiiiiiiiiiiiininiiiiiiiiiiiiiiii�iiiiii �� !iiii ii,ii iiii.i�.i iiii i ii�.i.iii �1111--�i1 Ilillllll 11'll lill,Illilll�l:III (^„��n�� --- . O O A3 C1 61 61 �C I P5 ST1 I36 10 5 15 6-1 6- 15 35 36 I 9 13 17 3 12 � +28'_0" _ � i „ ��,� � ;. , � � . �1.. ��.. —�� 45 47 SEE 4/A3/0 O O O NORTH ELEVATION I ��8" I 4 0 COLOR/MATERIAL KEYNOTES �T, CERAMIC TILE t:"DESERT SAND" MANUF:ALTA VISTA BY DALTILE O P� PAINT 1:"GEORGIA CLAY" TYPE:CERAMIC TILE MANUF:DUNN EDWARD F� FRAME 1:CLEAR ANODIZED A3 B� � � � T1'PE:DE5181 MANUF:KAWNEER i P2 PAINT 2"SUNSET COVE" TYPE:DOOWVNNDOW FRAME MANUF:DUNN EDWARD O AWNING:"BLACK" 5 35 6- 7 TYPE:DEC708 A� MANUF:SUNBRELLA � P3 PAINT 3:"WHITE" TYPE:FABRIC AWNING MANUF:DUNN EDWARD A2 AWNING:"BLACK AND WHITE" I NPE:DEW380 MANUF:SUNBRELIA PAINT 4:"SHORTBREAD" TYPE:FABRIC AWNING � __ +24'_O" P4 MANUF:DUNN EDWARD A3 AWNING:"NMITE" TYPE:DE6134 MANUF:SUNBRELLA r''�'�;"�� .� ;� O PAINT 5:"WARM HEARTH" TYPE:FABRIC AWNING 7 '�'' P5 MANUF:DUNN EDWARD _ -_ _ �= � ; Y=---:. nPE:°E6„° SHEET KEYNOTES PAINT 6:"GOLDEN CREST' '� - P6 MANUF:OUNN EDWARD � SLATE TILE ROOFING O/EXTERIOR SHEATHING PER �_[L�_0 fl 1'1 �'1 TYPE:DE5353 STRUCTURAL. �� SLATE ROOF TILE. —— —— - - - P7 �UF:DUNN EDWARDL.. � ��rs-^ ` TYPE:DE6113 3❑LARGE CUT STONE VENEER SET IN CEMENT PLASTER. PAINT 8:"DRY DUNE" _ _ = ; o _ P$ MANUF:DUNN EDWARD 4❑ STONE VENEER SET IN CEMENT PLASTER. p �.�`,'�'_`=a= i� TYPE:DE6114 Si:::�L-.�.!� � O _-_= " '-- P9 P�NT 9:"ENGLISH SCONE" a FABRIC AWNING SET ON ALUMINUM FRAME. __ MANUF:DUNN EDWARD NPE:DE6108 �6"IPE T&G WOOD BOARDS.CLEAR STAIN � PAINT 10:"YUCATAN" CEDAR TRELLIS,BRACKETS,TRIM BOARDS, MANUF:DUNN EDWARD � 8,FACIA BOARDS.STAINED OR PAINTED � TYPE:DE5269 ❑BOARD AND BATTEN WOOD SIDING O/EXTERIOR �� PAINT 11:"SUNDOV4N" 8 SHEATHING PER STRUCT.,PAINTED. MANUF:DUNN EDWARD �SMOOTH,STEE�TROWELLED CEMENT PLASTER TYPE:DE5268 EAST ELEVATION ��8� � R1 7ypE 3LA ERI LENISLATE �� `/y'THC LEAR GLAZ NGMINUM STOREFRONT SYSTEM �� CLERESTORY WINDOWS NATH OPAQUE WHITE FILM 12 MTL FRAMED AWNING W/ALUMINUM PANELS C O ROOF 5:"ZINGCOTE" R3 D 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR MANUF:BARRIDGE 13 E�UIVALENT.CLEAR ANODIZED. � C� � F� I TYPE:STANDING SEAM METAL PANEL ALUMINUM FRAMED AWNING W/GLASS I 36 13 10 14 15 37 15 10 35 36 T1 STONE 1:AS SELECTED BY OWNER/ARCHITECT. 14 CANOPY ,15 PRECAST STONE TRIM,SILL&MEDALLIONS BY VENTURA CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH. � � T STONE 2:"PONDEROSA VARIEGATED" BRICK VENEER SET IN PLASTER SYSTEM. � MANUF:PENINSULA BUILDING MATERIALS �� (RUNNING BOND PATTERN) TYPE:STONE VENEER BRICK VENEER SET IN PLASTER SYSTEM. � _ _+24�-0" B� BRICKI:"OLD CHICAGO 8 PALOMINO BIEND" �(DOUBLE SOLDIER COURSE) r MANUF:CORONADO STONE �7 L.E.D.SPOTLIGHT FIXTURES �� TYPE:BRICK VENEER ��ii �ii � �PRECAST STONE:"CHAMPAGNE' ❑ �i n M C 1E CERAMIC TILE SET IN P�ASTER SVSTEM. ii ii MANUF:VENTURA CAST STONE iii�. ii°. � TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS i�i u" M 19 HM DOOR.PAINT TO MATCH ADJACENT WALL �PRECAST STONE:"DOESKIM' '� MANUF:VENTURA CAST STONE ii'� u�� M 20 GAS METERS-PAINT TO MATCH ADJ.WALL +12'_Q� TYPE:TRIM,CORNICE,SILI 6 MEDALLIONS ��I ��u : �PRECAST STONE:"LIMESTONE" Z� r�pORESS�# �NDICATES BUIL�ING ADDRESS ��ii ii° �Q C MANUF:VENTURA CAST STONE L__J LOCATION-17'HIGH LETTERS o� TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS 22 ALUMINUM CLAD PARAPET �"ii iiii c'� M E T A L P A N E L:"B O N E V N-I I T E" P1 ❑ ALUMINUM AND GLASS FOLDING FRENCH ��n ��i i Q MANUF:ALUCOBOND 2 3 DOOR SYSTEM ��ii ii�. M TYPE:WALL PANEL ❑ ALUMINUM AND GLASS SLIDING DOOR � i Q � METAL PANEL:"ANODIZED CLEAR" 24 SYSTEM �'u "u M O�-O" MANUF:ALUCOBOND STEEL FRAMED SIGNAGE STRUCTURE;SEE � � TYPE:WALL PANEL 25 STRUCTURAL DRAWINGS AND DETAILS WOOD STAIN:"BRICK RED" MANUF:OLYMPIC 26 RETRACTABLE FABRIC AWNING. TYPE:TRELLIS,BRACKET,TRIM BRD&FACIA BRD 27 METAL FRAME AWNING W/PERFORATED METAL �WOOD STAIN:"CLEAR STAIN" � pANELS MANUF:OLYMPIC WEST E LEVATI O N �/8�� 2 T�'PE:T&G WOOD BOARDS 28 BRICK OR STONE VENEER EXPANSION JOINT 29 CEMENT PLASTER EXPANSION JOINT �O O O 3� GALV.SHEET METAL GUTfER AND DOWNSPOUT, PAINTED. I P4 �p C� I � � 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL $2 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS �5'X 6"ACCESSIBILITY WINDOW DECAL 35 uNE OF ROOF SLOPE BEYOND LINE OF ROOF DRAINS AND OVERFLOW DRAINS 36 BEYOND,CONNECT TO UNDERGROUND STORM WATER SYSTEM PER CIVIL 37 PREFINISHED ALUMINUM CAP FLASHING �6'-0"DIA TOVUER CLOCK SURFACE MOUNTED DIAL 39 WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 40 ROOF SCREEN,SEE DETAILS 10/A7.8 41 MECHANICAL ROOF WELL W/SCREEN 42 POTENTIAL DOORS FOR FUTURE TENANT 43 BOARD AND BATTEN SCARF JOINT � TRANSFORMER 45 TRASH ENCLOSURE 46 IPE WOOD SPACED BOARDS IN STL FRAME SOUTH ELEVATION 1/8° 3 47 6"METALSPACEDSLATS,INSTEELFRAME I MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E S • P A R T N E R S I N C ��s r+o.in wei.m.� ao.a , s�ii. zoo Mo�o�.i� viaw . c� e s o.u e s.o�o 0 CONSULTANT w+""�"""`"""++a F�ARC"`,�,. ��P'��i��i � F '*W C12,818`-n *� T F �N 6•30•15��_ � �� OF CA�`�� MM4unW��MM �II� j�_� � „ � `�� '�:��—-- �� : �:;!�r � �.a��i�ww�_Mrr.... ��. �,�� _ �.�...• � ;; �Ir��■:�...' � �visarr �o.�cr rio. 22.559 �A� 12.13.13 auwNev �wE AS SHOWN CHECKEDBV ELEVATIONS RETAIL SHOPS 7 4A2.0 O2013 KENNETH RODRIGUES b PARTNERS,INC. COLOR/MATERIAL KEYNOTES �CERAMICTILEI:"DESERTSAND" MANUF:ALTA VISTA BY OALTILE PAINT t:"GEORGIA CLAY' TYPE:CERAMIC TILE � O E O O O D OO O O O O O O O O � O P� MANUF:DUNN EDWARD F� FRAME 1:CLEAR ANODIZED S B1 B1 A1 B1 P6 P4 A2 P4 P6 P4 P7 F1 A2 P1 7ypE:DE518t MANUF:KAWNEER 7 6-1 I 35 37 6-1 5 10 6- I 21 15 9 5 9 7 13 35 9 11 8 10 ° I 13 37 5 35 22 13 I P2 PAINT 2:"SUNSET COVE' TYPE:DOOR/WINDOW FRAME MANUF:DUNNEOWARD O AWNING:'BLACK" M +32�"�� TYPE:DEC708 A� MANUF:SUNBRELLA � � P3 TYPE:FABRICAWNING PAINT 3:"WHITE' __ r_�_ _________ _ _ ___ __ _� ______ ___ _ ___ __ MANUF:DUNN EDWARD AWNING:'BLACK AND WHITE" I �DD ESStC I TYPE:DEW380 '�'2 MANUF:SUNBRELLA J PA�NT4:"SHORTBREAD" TYPE:FABRICAWNING +24'-O" . P4 MANUF:DUNN EDWARD AWNING:"WHITE" _'--------- -- o _� TYPE:DE6134 A3 MANUF:SUNBRELLA �.-�.---r�.-�- k r+4�*+� .�e. 4 .. . !.y{k. � t'22r'O. � Y "— PAINT 5:"WARM HEARTH TYPE:FABRIC AWNING .° � ~ � -� „ � o0 5 TYPE:DE81N�N EDWARD' --- s: Y -- .��. �: _�,:-: .L. �-0° �-3 ,-0. �-s � • �� _o• ._ o _ _______ _ _____ _ _ SHEET KEYNOTES � __ �_ __ � _ _J � PAINT 8:'GOLDEN CREST" - �;� i _r P6 ❑SLATE TILE ROOFING O/EXTERIOR SHEATHING PER T:: c MANUF:DUNN EDWARD z�s_ - - --- co � STRUCTURAL. - ;..,:_ _ TYPE:DE5353 -�~• - -- -- - ':��: � P7 PAINT 7:"ALPACA WOOL" a SLATE ROOF TILE. � MANUF:OUNN EDWARD ----= --= -- -"' TYPE:DE8113 3�IARGE CUT STONE VENEER SET IN CEMENT PLASTER. �.' � PAINT 8:"DRY DUNE" � o P$ �STONE VENEER SET IN CEMENT PLASTER. i � � � MANUF:DUNN EDWARD �-� N q — p � � Q TYPE:DE8114 Y'-" � = s' � I o> P9 PAINT 9:"ENGLISH SCONE" �5 FABRIC AWNING SET ON ALUMINUM FR.4ME. -- � , ,=- , � . . - � �;; MANUF:DUNN EDWARD O�-O" TYPE:DE8108 a 8"IPE T8G WOOD BOARDS.CLEAR STAIN �PAINT 10:"YUCATAN" a CEDAR TRELLIS,BRACKETS,TRIM BOARDS, MANUF:DUNN EDWARD 8 FACIA BOARDS.STAINED OR PAINTED TYPE:DE5289 a BOARD AND BATTEN WOOD SIDING O/EXTERIOR 34 34 34 � �� pAINT 11:"SUNDOWN" SHEATHING PER STRUCT.,PAINTED. � MANUF:DUNN EDWARD TYPE:DE5288 9�SMOOTH,STEEL TROWELLED CEMENT PLASTER EAST ELEVATION ��8� � R, NpE:SLATET'ILENISLATE �� WITHCLEARGLAZNGMINUMSTOREFRONTSYSTEM �� CLERESTORY WINDOWS WITH OPAQUE WHITE FILM O � O p4 P6 P7 A2 � � B1 A1 B1 O Q$ R3 ROOF 5:"ZINGCOTE" �2 MTL.FRAMED AWNING W/ALUMINUM PANELS 13 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR MANUF:BARRIDGE EQUIVALENT.CLEAR ANODIZED. � 22 10 37 35 I 9 15 11 8 5 17 I 35 10 11 � 35 6-1 5 10 6- I 7 TYPE:STANDING SEAM METAL PANEL 14 ALUMINUM FRAMED AWNING W/GLASS +32'-Q" �STONE 1:AS SELECTED BY OWNER/ARCHITECT. CANOPY PRECAST STONE TRIM,SILL&MEDALLIONS BY VENTURA � 15 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH. STONE 2:"PONDEROSA VARIEGATED" BRICK VENEER SET IN PLASTER SYSTEM. I L�____________ ____ _______I__________________Y _____N�j I T MANUF:PENINSULA BUILDING MATERIALS �� (RUNNING BOND PATTERN) NPE:STONE VENEER BRICK VENEER SET IN PLASTER SYSTEM. —_ --_—_� �M � ___._. +24�.0" B� BRICKI:"OLD CHICAGO&PALOMINO BLENO" �(DOUBLE SOLDIER COURSE) � —- +22'-Q" NN �MI MANUF:CORONADO STONE � i7 L.E.D.SPOTLIGHT F�XTURES — M� TYPE:BRICK VENEER � � N� � �PRECAST STONE:'CHAMPAGNE" 18 CERAMIC TILE SET IN PLASTER SYSTEM. � � � � � � MANUF:VENTURA CAST STONE L ___�____________ ________ 4 �>C' � TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS M N �� 1 9 H M D O O R.P A I N T T O M A T C H A D J A C E N T W A L L N� yr �� PRECAST STONE:"DOESKIN" � � j� �MANUF:VENTURA CAST STONE 2Q GAS METERS-PAINT TO MATCH ADJ.WALL � �N ----- - - - � --- - ----- TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS � y D r--J� INDICATES BUILDING ADDRESS r PRECAST STONE:'LIMESTONE" 21 ODRESS#' � � � ---- - -- �MANUF:VENTURA CAST STONE C LOCATtON-12'HIGH LETTERS � � � � TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS 22 ALUMINUM CLAD PARAPET M�j M� �i P METAL PANEL:'BONE WHITE' ALUMINUM AND GLASS FOLDING FRENCH � � N I � o �MANUF:AWCOBOND 23 DOOR SYSTEM M r TYPE:WALL PANEL MI1 � �{�I i+� 24 ALUMINUM AND GLASS SLIDING DOOR %j� �METAL PANEL:"ANODIZED CLEAR" SYSTEM 0'-0" :� P MANUF:ALUCOBOND STEEL FRAMED SIGNAGE STRUCTURE;SEE TYPE:WALL PANEL 25 r • r • r r STRUCTURAL DRAWINGS AND DETAILS S WOOD STAIN:"BRICK RED' 36 36 36 36 36 36 MANUF:OLYMPIC 2G RETRACTABLE FABRIC AWNING. TYPE:TRELLIS,BRACKET,TRIM BRD 8 FACIA BRD 2� METAL FRAME AWNING W/PERFORATED METAL �M ON D SaY�PCCEAR STAIM PANELS WEST ELEVATION ��8� 2 TYPE:T&GWOODBOARDS 28 BRICKORSTONEVENEEREXPANSIONJOINT 29 CEMENT PIASTER EXPANSION JOINT �GALV.SHEET METAL GUTTER AND DOWNSPOUT, Q F1 Q �P Q Q Bl � B1 Y � PAINTED. 31 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL 35 10 22 37 13 35 6- 6-1 15 7 32 DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS � I I � gg KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE �PREVENTION BUREAU REQUIREMENTS �___�.___-________�_ _- I I I � --�.�.__� --�____________ -----�� 8'X 6"ACCESSIBILITY WINDOW DECAL -__ _� ---_ -�___�_w-� �� ------------- Y.. . -------- ' +24'-0" _ �____ 35 LINE OF ROOF SLOPE BEYOND +22�_�• ,;.�„ LINE OF ROOF DRAINS AND OVERFLOW DRAINS —�- -- - a BEYOND,CONNECT TO UNDERGROUND STORM WATER SYSTEM PER CIVIL L---_ t 37 PREFINISHED ALUMINUM CAP FLASHING �� __� � � ��_��«_�� R - 38 8'-0"DIA.TOWER CLOCK SURFACE MOUNTED DIAL _. , �-�: .. ! -.� - � - 3J WROUGHT iRON MEDALLION.SEE DETAIL 10/A7.7 ___-- - ' 40 ROOF SCREEN,SEE DETAILS 10/A7.8 0 41 MECHANICAL ROOF WELL W/SCREEN `� N 42 POTENTIAI DOORS FOR FUTURE � � Q �TENANT ,;� r> '-? O�-0" O,-O" 43 BOARD AND BATTEN SCARF JOINT aTRANSFORMER 19 33 19 19 45 TRASH ENCLOSURE � IPE WOOD SPACED BOARDS IN STL FRAME NORTH ELEVATION ��8� �{ SOUTH ELEVATION ��8� 3 47 8"METALSPACEDSLATS,INSTEELFRAME MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 �I K E N N E T H R 0 D R 1 G U E 5 8 P A R T N E R S I N C. ��5 N o�t� W�i�m�n R o�E, 5 u 1 1 s 7 0 0 Mo�o�.�o v��.W . c� e s o.a a s.o�o 0 CONSULTANT v`��P�°�y��F ��C12,81�T* �6�30�15� N��OF CA``��,Q _ �0� i�l �� „ � �/�` •� ��_-- � : r . .7' �� ' � �i. ��I� __�_..,,,_,�..... .�', � � ..�....� ■',::��:....' J, v�o.�cT rao. 22.559 �A� 12.13.13 DRAWNBY ��E AS SHOWN CHECKEDBV ELEVATIONS RETAIL SHOPS 8 4A2. 1 O2013 KENNE7H RODRIGUES d PARTNERS,INC. i� . i+o�� o Q m � -- - o . METAL FASCIA N �. PAINTED , „ . STEEL FRAME :. . 6"W,SPACED METAL SLATS _ � �6'-0" �6'-0" �6'-0" �6'-0" I,�, s� 6• 6• 6• 6� EAST ELEVATION SLOPE Y4"/FT ---� o� ° N � �i O � 6'-6" 6'-6" 6" 6" 6" SOUTH ELEVATION `: � � � �i►��i►� ��'"�..��' �� - �� . , I►• • i � � :� � � � � FLOOR PLAN TRASH ENCLOSURE I 118" I 4 � c� ih 'n - B � in 0 o� Q iD `o 0 0 N � 0 o� . � i+� � C _ c� �n O a� o� o a> M 0 � � � ,,,,� i i , �� .•,��•, ,� , �� - - """�� - -- — - -- --- _- - ;zzzz � „ � -o- :z i z z z z� i z� r� _ 6 _ zzzzzz �,iz i. �, ��;� 1 �� 2 � •zizzi ziizi� ?-ii�izizzz '/././.'/.' '/.'/.'/.'/.% � � '/.7,.///.'/./�/.'/.'/. . �'1_"_�. .. MATCH LWE SEE SHOPS 8 FCOOR PL.AN � { r�ir- �iG1ii��'��.��(fifi��*r��:ii(ifilii(�`�%iriL4r��r� �� 30'-0" iiz/z 30'-0" �iizizy 9. , , , ,,� . ihzzi�, . . . .. ./.'/.'.'/.'rl'/.L . . . . . .,�'.�,. � 9'-3" 11'-6" 4'_6" '-0" =0" ,hS�Qa"z ' 8'-0" 9'-0" .,zh 20' �z�� - � i ti i h i:t � 17 , i� �i�ii.� '. ._ . : . , y� z ��.�,�• - . � . _ " - _. . . � . a.. ._ .. . . . . - 18 �f ,, '�j ,„„„„ O — – — o - - �J U 19 r—�� 9-E 9-E .o ' ' I I o I �I �F �g � o-.l_._' �_._ � I `��-o- - - - - -1 I 27 15 13 I C ( � II II � 5 C II � II � i�� I I � � � � 9-F I I � I I I � i I o �� I I II � �� - I I � —�-j - - - - - — �$ �'Q• �$ I 2� � -- � � 2 5 1'-8" I I I ,-0. OI I II � __ I I � � RETAIL �.EASE SPACE b ; ' „ 7,078 SF � � �2 �_ �'� I I 5 �-0• z 7 g�I I _ � I I _ II i ,e i i , „ � � —�� — — —� — — — I = II I 18 17 I I � � ' II I '-8" I I I � 9-H I I �---� � I I � � 2 � II I � II I II � I � � � � a 8 � �� j j � � �� I I � _� I i I �oo I � _J _..� � �D � _J n �i � 9-H I I 9-A i I II I � j ABOVE 9� ABOVEOO i n i i O s�i O �-- �� o � � � M � � , 2'-0" a, � -Q"I.� o -�7� � M � � ��I � � ! �� 0 I`,v~ � I I I I i I I � I �- i '1 I d I � q iJ N � i0 / 0 � o � � 0 � o ` o 0 0 0 � � 4 ° � 4 io � � M M o� fV Q o� o� � M M CV � � � � n r = i 8 bb I o N I � CV �-- ------------ ----- ---- ---- -------------- 9,�. $.-0. 9.-0. .�. .�. 9.-0. $.�. 9,�. 6,_0. ,� o , 60'-0" FLOOR PLAN RETAIL SHOPS 7 (7,078 SF) ��e�� 1 SHEET KEYNOTES � ONfi CONCRETEC RB WHERE OCCURS)TRUCTED M Ai N S T R E E T aALUMINUM STOREFRONT WINDOW SYSTEM WITH C U P E RT I N O CENTER SET CLEAR GLAZING �3 STOREFRONT ENTRY DOOR WITH CLEAR GLAZING STEVENS CREEKn FINCH 4� LINE OF METAL CANOPY ABOVE �% �5 LINE OF CANVAS AWNING ABOVE CUPERTINO, CA ❑6 LINE OF WOOD TRELLIS ABOVE � DRAW NGS SLAB ON GRADE,SEE STRUCTURAL ASA aLINE OF METAL FRAMED CANOPY WITH GLASS S U B M I T T A L AWNING ❑g LINE OF ROOF OVERHANG ABOVE �p LINE OF SOFFIT ABOVE MAIN STREET CUPERTINO AGGREGATOR,LLC SANITARY SEWER LINE,SEE CIVIL AND PLUMBING 203 REDWOOD SHORES PKWY,STE 200 �� DRAWINGS REDWOOD CITY, CA 94065 12 GREASE WASTE LINE,SEE CIVIL PIUMBING DWGS 13 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS � FOR EQUIPMENT LAYOUT 14 1 HR FIRE RATED ASSEMBLY WALL TO ROOF DECK 15 GAS METERS,SEE PLUMBING DWGS. K E N N E T M R O D R I G U E S 8 F A R T N E R 3 I N G. 16 ROOF ACCESS LADDER WITH HATCH ABOVE ��5 N o r�� W�I�m e n P a a E, 5 u I t a 2 0 0 �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. M��,•�� •� �� a 3 0 o a 5 a�o a 18 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN(PROVIDE CONCRETE SPLASH cor�su�rnrrr BLOCK AT LANDSCAPE AREAS �y1WNMM�y��N� 19 FIRE SPRINKLER RISER �,��h'�`,°�� 20 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE ��G�P �'�N��a§ PREVENTION BUREAU REQUIREMENTS £* C12'818 a{r� 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. �a$U'],�6•�•15 s QF 22 "NANAWALL"-SLIDING DOOR SYSTEM �'+�,w��F CA��`� �nMMM�MMM�� 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM KEVMAP rJ Z4 STEEL TUBE COLUMN PER STRUCTURAL DWGS; PAINT FINISH 25 LINE OF WINDOW SILL 26 POTENTIAL DOORS FOR FUTURE TENANT 27 TRASH ENCLOSURE o 28 TRANSFORMER LOCATION WITH SCREENING � ,. LEGEND ❑ � � --^ EXTERIOR WALL �visaN ',, . ,� ,_., :..�� EXTERIOR FINISH SYSTEM OVF,$.F�GT...-.�+.. -- ' SHEATHING OVER 6'MTL.STUD FRAMING (SEE STRUCT.DWGS FOR MING SIZE AND SEE ELEVATIONS FOR�NISH) `;i.� 4 ;,1 r'�yl. I[��...L��/� INTERIOR WALL(NON-RATED) �� ' !—.-- 1 LAYER"TYPE X"GYP.BD.EACH SIDE �fi;'::r•F�'^±NL OVER 6"METAL STUD FRA NG,EXTEND TO � UNDERSIDE OF STRUCTUR � SHEARWALL .'?�" !?' 'r i..r.';:r��:�;'�e:'Si SEE STRUCT.DWGS.FOR LL a ''-'' " � �"'� `;�� CONSTRUCTION DETAILS `��,�/ � INTERIOR WALL 1-HR RATE ,4 .r '°�I'L�i� { 1 LAYER'TYPE X"GYP.BD. CH SIDE �;�_y% d `- ��:`•.: �� :� ' OVER 6"METAL STUD FRAM G,EXTEND TO rao,�crra. 22.559 onrE 12`�3 ' UNDERSIDE OF ROOF STRU TURE DRAWN BV scuE AS SHOWN ; �� DOOR TYPE DESIGNATIO ,SEE DOOR SCHEDULE CHECKEDBV O WINDOW TYPE DESIGNA ON,SEE WINDf)db'� �'��'�""""" ' ' SCHEDULE DE � � FL�4�4�N � R�TAIL SHOPS 7 "• ,�o.'ti. �s"��"` GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. 4A3.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. m b� N .�� O , � 0 M � �� N \/ , ih 0 M O , � b� . N 0 v N so�-o• 2 ---- -.30'-0" - - ..,.. 30'-�' \ •!Y..'G�-�l.Y�/l'/,-7/ '+�.'_' Irc z r z i�z i i, .S�.'/.%'/./.'/..'/.!'/,�, � '' iizii.zr. i�ziii�$ ,l'r ■.��I,��R��1��,��'�Yw�^�� : -- _ � =�- : -� FLOOR PLAN RETAIL SHOPS 8 (7,067 SF) � ��8�� 1 SHEET KEYNOTES � EXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) aALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING � STOREFRONT ENTRY DOOR WITH CLEAR GLAZING � LINE OF METAL CANOPY ABOVE 5� LINE OF CANVAS AWNING ABOVE 6� LINE OF WOOD TRELLIS ABOVE � CONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS aLINE OF METAL FRAMED CANOPY WITH GLASS AWNING aLINE OF ROOF OVERHANG ABOVE �p LINE OF SOFFIT ABOVE �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBING DRAWINGS 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWGS 13 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT 14 1 HR FIRE RATED ASSEMBLY WALL TO ROOF DECK 15 GAS METERS,SEE PLUMBING DWGS. 16 ROOF ACCESS LADDER WITH HATCH ABOVE �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. �$ OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN(PROVIDE CONCRETE SPLASH B�OCK AT LANDSCAPE AREAS 19 FIRE SPRINKLER RISER 20 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. 22 "NANAWALL"-SLIDING DOOR SYSTEM 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM 24 STEEL TUBE COLUMN PER STRUCTURAL DWGS; PAINT FINISH 25 LINE OF WINDOW SILL 26 POTENTIAL DOORS FOR FUTURE TENANT 27 TRASH ENCLOSURE 28 TRANSFORMER LOCATION WITH SCREENING LEGEND EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER EXT. SHEATHING OVER 6'MTL.STUD FRAMING (SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER'TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF STRUCTURE � SHEAR WALL SEE STRUCT.DWGS.FOR WALL CONSTRUCTION DETAILS � INTERIOR WALL(1-HR RATED) 1 LAYER'TYPE X"GYP.BD.EACH SIDE OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF ROOF STRUCTURE �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE O WINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T H R O 0 R I G U E 5 8 P A R T N E N 5 I N C. t�5 N o r 1� W�i e m�n R p s 0, 5 u 1 1 a �0 0 M o�n t a 1 n V i e w . C R E S 0.G!3.0]0 0 CONSULTANT �ayMpMM�W11Nyb� �'°�FJ�ARC�o ��`��,P��,�� n. ��W C12,818 T*� �N�63015�� 9 F �'�`c��F �,�F��a "� CA . '��„�,..�„��` � �II� �� t „ •� r/�\ ��\ ..-� ''�°t'_r� ----. � �■�• � �� ,�w._«�w.... � � �__•�....• ■�,:i ��:..�.' J aewsiori vao.�cT rro. 11.55y on� 11.13.13 oanwNav scue AS SHOWN CHECKED BY FLOOR PLAN RETAIL SHOPS 8 4A3. 1 O2013 KENNE7H RODRIGUES 8 PARTNERS,INC. •1•• . O-- - , , B a- D � -��.————�-�e �a�e ��-r� �rt�, --_- �,;� '3=1 EB��-��HF= ————— ?�fE� - _°_ _ i,µ,.. ROOF PLAN RETAIL SHOPS 7 I ��8" I 1 ROOF KEY NOTES aSLATE TILE ROOFING OVER METAL FRAMING;SEE STRUCTURALDRAWINGS � NOT USED 3❑ NOT USED � SINGLE PLY ROOFING SYSTEM OVER METAL DECKING � NOT USED 6❑ FABRIC AWNING SET ON ALUMINUM FRAME 7❑ CEDAR TRELLIS NATH STAIN FINISH g❑ ALUMINUM FRAMED AWNING W!GLASS CANOPY � ALUMINUM CANOPY WITH METAL PANELS �Q CORNICE O/MTL.FRAMING WITH SHEET METAL FLASHING CAP �� PRECAST STONE CORNICE �2 RETRACTABLE CANVAS AWNING �3 METAL FRAME ANMING W/PERFORATED METAL PANELS 14 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAWINGS AND DETAILS �5 COPPER GUTTER AND DOWNSPOUT �s OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL �] ROOF DRAIN AND PIPING,SEE DET.3/A7.8 8 7/A7.8 �$ MECHANICAL UNIT TO BE CENTERED BETWEEN ROOF MEMBERS BELOW �J METAL FRAMING,PAINTED 2Q 18"X 24"LOUVERED MANSARD ATTIC VENT 21 NOT USED 22 ROOF ACCESS HATCH 30"x 36",SEE DET.5/A7.8 23 SPLASH BLOCK 24 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT 25 METAL PANEL JOINT,SEE DETAIL 3/A7.5 26 ROOFSCREEN 2� 6x FIRE RETARDANT TREATED WOOD RAFTER TAILS,SEE DETAILS Z$ GALV.SHEET METAL FLASH�NG 2J BRICK CORNICE WITH SHEET METAL FLASHING LEGEND � DENOTES ROOF SLOPE DIRECTION HVAC ROOF TOP UNIT. �� ON 8"CURBS. HEAT PUMP UNIT ON 6"SLEEPERS,SEE MECH.DWGS � MAKE-UP AIR LOUVER,SEE MECH.DWGS RWL RAIN WATER LEADER TO EXTEND 5' BEYOND BLDG.SLAB EDGE,CONNECT TO STORM SEWER. SEE CIVIL DRAWINGS OD OVERFLOW DRAIN. +0'-0" DENOTES ELEVATION POINT T.O.W. TOP OF WALL ELEVATION T.O.P. TOP OF PARAPET ELEVATION T.O.D. TOP OF DECK ELEVATION � DENOTES ROOF SLOPE DIRECTION � DENOTES EXTENT OF BUILT UP ROOF CRICKET-MIN.SLOPE 1/4"PER FOOT MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T M R O D R 1 G U E S 8 F A R T N E R 5 I N G. ��5 N o r 1� W�1 f m�n R o a E, S u I 1 C 2 0 0 Mo��i.�� view c� e s o o e s.o r o 0 CONSUITANT �y,UXIMNNWAi�NpM a�s�AR�h`''• �F.� ROCWi ��'� ��.C�'P �FN��1# �* 4'C12,818 D*s � �6•30•15 a i N� S�r �,�y� ,y�� ,M��F�A``Fd��,,� "�xxwwum"""� _ �0, i�`� .� „ :/�. •�� ,,� �� :; 1�r� --- � :� �. _,_,� --.:_-.....- � . �_.,,..... '��:: r�r�i�:..,.• � REVISKKJ a�o.�cr No. 22.559 on� 12.13.13 auwNev scuE AS SHOWN CHECKED BV ROOF PLAN RETAIL SHOPS 7 4A4.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. O O ��- O is ..._........I 17 � � ..._......... T.O.P. O T.O.P. A \ �, 0 �.xr�ww�rr-- �r�v�,.a ,.. .. ;,,.J�,.. - _ \ RVUL 00 � o \ ..._......... T.O.D. `n T.O.D. HEIGHT � / �/ / O ih in � 0 � 0 N � �? rn � 0 in � Q � � 4 � Q N � 4 � � : c� in � s c% v 0 � Q N � T.O.D. T.O T W/CURB:5Y r�— ��/ L___ HEIGHT W/CURB:52" r�—=\� L� \� 18 OD I�w�I \/ �....... T.O.D. HEIGHT wi cuae_sr r�—_ � L��/ HEIGHT W!CURB_57 r�'-`� ��y ey( � L_ 24 18 HEIGHT W/CURB_57 r�—_`� L� `' i HEIGHT wi cuRe_sr r� ` 2IA4. L�� T.O.D. T.O.P. RWL �OOB _ OD "'°' � R� HEIGHT T.O.P.•~• �� W/CURB:57 r�,— I •T.O.D».....» ILy� �/ L___ 1/4"/_"FT M�N � HEIGHT I W/CURB:57' 24 r� —�� I ��y ey( I � . ......... L_ .i T.O.D. 21 � 16 18 �n 'I% D 22 _ _ _ _ ..._. . I � _ _ _ . � T.O.P. 4 SLOPE 1/4'/FT.MIN. SLOPE 1/4'/FT.MIN. 4 4 0 0 N ..._......... : T.O.D. rn T.O.P. � — ! ..._..... ...A........ T.O.D. T.O.P. � � T.O.D. T.O.P«.. .. T.O.D.� � S � s, � 10 �` _ _� co � . 0 � � � � 0 T.O.D� ...�........ � ........T.O.P. � T.O.P. � m ic> �p 29 0° in " 6 _°0 � ROOF PLAN RETAIL SHOPS 8 I ��8" I 1 ROOF KEY NOTES aSLATE TILE ROOFING OVER METAL FRAMING;SEE STRUCTURALDRAWINGS aNOT USED �3 NOT USED aSINGLE PLY ROOFING SYSTEM OVER METP.� DECKING aNOT USED � FABRIC AWNING SET ON ALUMINUM FRAME ❑7 CEDAR TRELLIS VNTH STAIN FINISH g❑ ALUMINUM FRAMED AWNING W/GLASS CANOPY � ALUMINUM CANOPY WITH METAL PANELS �Q CORNICE O/MTL.FRAMING WITH SHEET METAL FLASHING CAP �� PRECAST STONE CORNICE �2 RETRACTABLE CANVAS AWNING �3 METAL FRAME AWNING W/PERFORATED METAL PANELS 14 STEEL FRAMED SIGNAGE STRUCTURE;SEE STRUCTURAL DRAVNNGS AND DETAILS �5 COPPER GUTTER AND DOWNSPOUT �6 OVERFLOW DRAIN TO DAYLIGHT AT BOTfOM OF WALL �] ROOF DRAIN AND PIPING,SEE DET.3/A7.8 8 7/A7.8 �8 MECHANICAL UNIT TO BE CENTERED BETWEEN ROOF MEMBERS BELOW �j METAL FRAMING,PAINTED 2Q 18"X 24"LOUVERED MANSARD ATTIC VENT 2� NOT USED 22 ROOF ACCESS HATCH 30"x 36",SEE DET.5/A7.8 23 SPLASH BLOCK 24 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT 25 METAL PANEL JOINT,SEE DETAIL 3/A7.5 26 ROOFSCREEN 2� 6x FIRE RETAROANT TREATED WOOD RAFTER TAILS,SEE DETAILS 28 GALV.SHEET METAL FLASHING 29 BRICK CORNICE WITH SHEET METAL FLASHING LEGEND � DENOTES ROOF SLOPE DIRECTION HVAC ROOF TOP UNIT. �� ON 8"CURBS. HEAT PUMP UNIT ON 6"SLEEPERS,SEE MECH.DWGS � MAKE-UP AIR LOUVER,SEE MECH.DWGS RWL RAIN WATER LEADER TO EXTEND 5' BEYOND BLDG.SLAB EDGE,CONNECT TO STORM SEWER. SEE CIVIL DRAWINGS OD OVERFLOW DRAIN. +0�-0" DENOTES ELEVATION POINT T.O.W. TOP OF WALL ELEVATION T.O.P. TOP OF PARAPET ELEVATION T.O.D. TOP OF DECK ELEVATION � DENOTES ROOF SLOPE DIRECTION � DENOTES EXTENT OF BUILT UP ROOF CRICKET-MIN.SLOPE 1/4"PER FOOT MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 3 8 P�ft T N E R S I N C. ..s n o��n w n i.m.� a a.a, s�i i. z o 0 Mo��i.i� vie. . c� e s o.o e s.o�o 0 CONSULTANT pNw..w.x,y s*'�'�S�AR�ti�• ��P RO��F�� : �C12,818 T � �N�6•30•15 S�_ �� `g ��F CA��"� "'�a�xnxmw� _ �II� �•�' , �� j. ■� ....f� � � __-_- -�, �� ` � ��' �: '�r ��I _'��"�»_""�.'�-,�� ,�,; �,�,�i■...;.: i r�visa� Pao.�cr ra. 22.559 oAre 12.13.13 DRAWNBY SCALE AS SHOWN CHECKEO BY ROOF PLAN RETAIL SHOPS 8 �� O2013 KENNETH RODRICUES 8 PARTNERS,INC. ............. i i ..._...._... T.O.P. T.O.P. T.O.D. N T.O.D. � � � BUILDING SECTION RETAIL SHOPS 7 ��8' 1 _ +rl�eit...�t.,-.-4.:.��1��0ls�-.�!.',`.i'• � � � p- `D +32�-0� ! i�l�'I��'�Y��•��ar�1�r,►[.�`�i� /� T.O.P. N +2T_3^ 1 � A7a.r•:t:�,:::e Zrx-:xc; +29'-9" T.O.D. T.O.D. � }� . � � -;,.► i-:i Ea:_�;��w :`?:yt::i:�s.J?�+.�. �..._ .r.��..,»....,r c_a:n � .. � , 9 M�r.�'�� 4��' Y SriA •y. •_ ...a• I /\� r� M;lni�`.i�1l.r .._._�� ._ 4� L.i4:«li!:' �;jyv � ♦ I � ..�eM. >.e,� �a.�.� .�,�u�:��.�.v,Mw.r.«�..�,.�..�...v,......��.-.�,....�.�....�..�..-...-.,�..x,�.:,....��>,-.W�.,,�.«w..�:� .,�.w�:�.,�.�ev�.v:.,.: :�..,�ey�.. � __—_— : ♦ �.r.rw�—.r. . . � .. �. � .... . . � . . � �. �. . . . . � . BUILDING SECTION RETAIL SHOPS 8 �,8° 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBM ITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T N R O D R I G U E S 8 P A N T N E R S I N C. ��S N 0 r t� W�I{m�n p p�E, S U I�• 2 0 0 M e u n 1�I n V 1 a w . C A !5 0.Y!5.0)0 0 CONSULTANT �5�ARCtii tiV,�P��n *4'C12,818 T* �6•30•15� N9��F CA�-1��ti �� N 0 I t ❑ � rx�v�saN �ao.�cTrio. 'L"1.55y onh 1"1.13.1;i DRAWNBY scue AS SHOWN CHECKEDBV SECTIONS RETAIL SHOPS 7&8 4A4.2 O2013 KENNETH RODRIGUES d PARTNER3,INC. TABULATION: SHOPS 7 7,078 S.F. SHOPS 8 7,067 S.F. TOTAL 14,145 S.F. so�-o� so�-o° 9'-0" 8'-0" � .�w x $��, 9�-0. ..��. � ��.xf�ssrsx. �„�,,: °� �� r��s�x�xx. �� ao � � r�1�t f�r x x�s *� � 0 co �x � � � - � �:, � 0 Q ' � 0 o � M M _ 0 0 - o � .�. T t � � ��Q� � � t i °Q �4 6'-Q" O ic� � i[) • ��,� .� ; .�: � � � � . ;,. 5'-2" ,-0� `Q � q ' ;� � -a4, _ $ � 15'-0" � ` �+� 4 = � � 4 . Q o o� � 4 c°� o ' N � cD Q = c0 �p R ip � O q . 4 � s=2• �. � "' � � . • � `-�� ;� o �o ii �4 � � �n 0 4 o� '-0" . 0 0 0 v 0 io c°o � N Q b� O .w ,� x _ x �, � ��wAAw ww. . � .......... i/ X//�fR. � 9�-0� 8�-0� s s �r�i s 1f,• 26�'0" 9�-U � 8�-0" xs sxsxxx�rx• .�rss�sssss RETAIL SHOPS 8 (7,067 SF) ��$' 3 RETAIL SHOPS 7 (7,078 SF) ��a' 2 TRASH ENCLOSURE (375 SF) ��$' 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 8 P A R T N E R S I N C. ��5 N o r 1� W�i�m�n R o a E , 5 u I 1 e 2 0 0 M o u n t�I n V I a w C A �3 0 Y a 3 0]0 0 CONSULTANT S�°AR�-y ti� % �P.��w��,� �"�C12.818 T* �6•30•15� N9��F CAL1��ti II — � � �\l ! „ �/�� .-� � : :��- � :�� :, '�r --,� __��-—�—�� ,��"""�""'"""�..,...,..�I � ;; ��■.�.�.. � ��s� Pao.�crra. 22.559 on� 12.13.13 oanwN ev scue AS SHOWN CHECKED BV FLOOR AREA CALCULATIONS SHOPS 7 & 8 4A5.0 O2013 KENNE7H RO�f31GUES d PARTNERS,INC. O C2 P4 � �+,��,''. +24� "�;i� � � >s �� :#g 0'=0" � O S1 I ; 7 36 � ?�. `��:, �. � �'` +24'-0" ----- - , _.. � �� a,-� +�," ' � a",�%'�, � ��.�'�4' ,A �;��r ,`�dr d `y,�a� '�': r,.r�` ,�, ,p�.�,,�,lu n.� :.��..' y�,�a�l �`"��. �`wcz�.._ � ;� 't- • � �� _ 1:�' �<�,:��- , .. , � ,�'��'.FR�+.�.;.ro. , � A3 � O $T1 u 0 P5 ST1 35 36 9 13 17 3 +28'-0" � �� s �I � � � �� -�.." ..... .; ` > .. --� _ �a�� O ': �� ;r✓ � ��' s ,, �; -'�°t w' ,# i�f�`ati NORTH ELEVATION � ��8- I 4 � I � O � EAST E �,� � *�r ±r >... � � s �`z .�._.. _ ATION Res.14-122 -(Condition 12)Prior to issuance of building permits,the applicant shall revise material#18(Ceramic Tile-Alta Vista Daltile or COLOR/MATERIAL KEYNOTES �T cE�u+Micri�E�:-oesERrsiwo• Equivalent)on the Material Board(Sheet MB-1),and as it occurs MANUR:ALTA VISTABY�ALTILE throughout the project plans,with a higher quality stone or equivalent Pi PAINT t:'GEORGIACLAY' i'YPE:CERAMIC TILE to the satisfaction of the Director of Community Development MANUF:DUNN EDWARD F� FRAME 1:CLEAR ANODIZF[3 � i TvPE_o�s�8� O M�uvuF:�cnwrreeR , The following is the material selection made by the applicant: S PAINT 2:'SUNSET COVE' T1'PE:DOOR/W�NDfdN!FRAME P2 MnNUF:�uNN eqr�v� ' 7.Shops 7(center module)=Haussman:St.Marc Dore(Honed) O AWNING'BLAei(' � TYPE:DECTOB A� MANUF�SUNBRE44A PAiNT 3''WHITE' TVPE:FABRIC kt�/NING P3 MANUF:DUNN EDWARD � AN/NING:"BL.ACK AND WHITE� STEVENS CREEK @ FINCH � -t`":, TVPE:DEW380 �MANUF�SUNBRELIA ` �e�`�"'`. P4 PAINT4:'SHORTBREAD' ' TVPE:FABRICAWNING CUPERTINO�CA MANUF:DUNN EDWARD .qtNNING:"WHITE' �'� ��:� TYPE DE8134 A3 MANUF:SUNBRELLA �.. � a p :t:, P5 PAINT 5:'WARM HEARTH' TYPE:FABRIC AWNING �w,;< / O�PE DE 1N�N EDWARD �,� a � ;�# pAINT6:'co�oErvcResr SHEET KEYNOTES ',,.^�+9'4 �, O a SIATE TILE ROOFING O/E%TERIOR SHEATHING PER MANUF:DUNNEDWARD ''� "� TYPE:DE5353 STRUCTURAI. �� ' µ SLATE ROOF TILE �• *? P� PAINT 7:'ALPA�.K WOOL' � " MANUF DU,M1C EDWARD �� ai ,��- ,��4,N,�: TYPE:D�6113 3�LARGE CUT STONE VENEER SET M CEMENT PLASTER. (h ,a� `. P8 PAI�B:'DRY DUNE� ❑ 500 FORBES,LLC ��' ,,.�,�� M%NUF:DUNN E4YOARD 4 STONE VENEER SETAN CEMENT PLASTER. 2O3 REDWOOD SHORES PKWY,STE ZOO '� I ' TYPE:DE6114,.' _ P9 PAINT 9�'�NGLISH SCONE" a FABRIC AWNING S�ON AIUMiNUM FRAME. REDWOOD CITY, CA 94065 �. � O MANUF:�bUNN EDWARD a -'�? 7yp,g pE61pg 6❑6'IPE T&G WOOQ`BOARDS.CLEAR STAIN �,,A�AINT 10:'YUCATAN' �CEDAR TRELLIS;BRACKETS,TRIM 80AROS,8 '. j»MANUF:DUNN EDWARD � FACIA BOARDS;STAINED OR PAINTED ' TYPE:OE5269 BOARD AND B�TTEN WOOD SIDING O/EXTERIOR SHEATHING ' �PAINT 11:"SUNDOWN' �PER STRUCT.�PAINTED. MANUF:DUNN EDWARD TyPE:DE5268 �SMOOTH.SjEEL TROWELLED CEMENT PLASTER R� ROOF�:"PIKE'S POINT' 8. � MANUF:AMERICAN SIATE �O CLEAR AIWbD�ZED ALUMINUM STOREFRONT TYPE:SLATE TILE SVSTEM�/✓ITH CLEAR GLAZING K E N N E�H R O D N I�U t 5 8 Y P X I N_N i V C. �� CLERES70RV WINDOWS WITH OPAQUE WHITE T a FILM �.s n o.i n w n�.. � p o e a s.�r e x o 0 O 1Z MTL.F�2AMED AWNING W/ALUMINUM PANELS � ROOF 5:`21NC-COTE' ! u o�.,i. ., v . c n a s c e e s o i a o R3 �NUF:BARRIDGE 13 Z'E)tlfRUDED ALUMINUM REVEALS BY FRY RE ET OR EQUIVALENT.CLEAR ANODI2ED. TYPE.STANDING SEAM METAL PANEL � � � � STONE 1:AS SELECTED BY 14 A�'UMINUM FRAMED AWNING WI GLASS CANOPY ��T^NT OWNER/ARCHITECT P�tECAST STONE TRIM,SILL 3 MEDALLIONS BY VENTURA CAST ""'"�� t5 �TONE,INC.,OR E�UIVALENT.TEXTURE:SMOOTH FINISH. G�S�A...�,�y� ,�, STONE 2:"PONDEROSA VARIEGATED" rBRICK VENEER SET IN PLASTER SYSTEM. V":'p.��'+�� MANIJF PENINSULA BUILDING MATERIALS s'�' `� �'•� �(RUNNING BOND PATTERN) r;� �.� TYPE:STONE VENEER BRICK VENEER SET IN PLASTER SYSTEM. �:w C12,818 T;�,i ___+2Q'-0' O BRICK7:"OLD CHICAGO 8 P/LLOMINO BLEND' & (DOUBLE SOLDIER COURSE) • 6 30 13 f -- B� MANUF:CORONADO STONE Nl��'•. �� TYPE:BRICK VENEER �'y L.E.D.SPOTLIGHT FIXTURES '9�•., ,�� — . , �PRECAST STONE:'CHAMPAGNE' � �CA�-�� MANUF:VENTI�iA CAST STONE 1a CERMAIC TILE SET IN PLASTER SYSTEM. e+ -�,"' , ;4; TYPE:TRIM.CORNICE,SILI 6 MEDALLtONS ;��. '°� •; �PRECAST STONE:'DOESKIN' �9 HM DOOR.PAINT TO MATCH AD,lACENT WALL KEVMAP '� MANUF:VENTURA CAST STONE �� 2Q GAS METERS N '-� #,,+ry r,;�_ ;�r�• TYPE TRIM,CORNICE,SILL 3 MEDALLIONS �� ,y, � PRECAST STONE:"LIMESTONE' 2� rppRE� INDICATES BUIIDING ADDRESS _ � "�5 `2�� MANUF:VENTURA CAST STONE � �_-J LOCATION-12'HIGH LET7ERS ,'�_ � � - ��'!�`' '° TYPE:TRIM,CORNICE,SIIL 3 MEDAILIONS ` � r'.Jr � r,� � AIUMINUM CLAD PARAPET � �. . • METAL PANEL:'BONE WHITE' I �_ �MANUF:ALUCOBOND 23 AIUMINUM AND GLASS FOLDING FRENCH DOOR SYSTEM �/ r^ �'� � � TYPE WAI.L PANEL ,_ �-� ;` '� .„ .` `' .—: ' METAL PANEL:'ANODIZED CLEAR" Z4 ALUMINUM AND GLASS SIIDING DOOFt SYSTEM j F . . Y � ---' a� �_ { .. ,.. , . _., ' -` - i ---- - . , ' ,�o- ` ,. + " O•'Ow � TYPE WAL PANEL D 25 STEEL FRAMED SIGNAGE STRUCTURE�SEE � I- 'i: — _ ,,� OWOOD STAIN:'BRICK RED' , �STRUCTURAL ORAWINGS ANO DETAILS I ,^ ``_, � MANUF:OLYMPIC ? 26 RETRACTABLE FABRIC AWNING. _ _ ____ ' �-_ -__ � TYPE TRELLIS.BRACKET,TRIM BRD�%FACIA BRD �WOOD STAIN:'CLEAR STAIN' � 2% METAL FRAME AWNING W!PERFORATED METAL PANELS REVISiON MANUF:O�YMa�C 11.15.12 PLAN CHECK SUBMITTAL SET ■ �� k'� - � _ � W; � � � � 1 WEST ELEVATI ON �/8" 2 N�T8G WOOD BOARDS 28 BRICK OR STONE VENEER EXPANSION JOINT �CEMENT PLASTER EXPANSION JOINT 02.08.13 RESPONSE TO PLAN CHECK 1 On 30 COPPER GUTTER AND DOWNSPOUT 02.28.13 ASA REVISIONS P4 � C1 � ~/ 31 �RFLOW DRAIN TO DAYLIGHT AT BOTTOM OF 9 14 15 15 10 11 �r 32 ��TIVE UGHT FIXTURE,SEE ELECTRICAL � 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER f IRE PREVENTION BUREAU REQUIREMENTS a8'X 6"ACCE53181LITV WINDOW DECAI - , � ._,_ +24'-0� 35 LINE OF ROOF SLOPE BEYONp - -- --- 36 LINE OF ROOF DRAINS AND OVERFIOW DRAINS PawECT no. 22.559 DATE 11.15.201 Z BEYOND,CONNECT TO UNDERGROUND 3TORM WATER SYSTEM PER CML ��B� �E A$SHOWN '? u 37 PREFINISHED ALUMINUM CAP FLASHING cHeucEO er z�'i'. ,i `,:�;y ,� ;�'� ;., , ��'�-"� �,' �'� z ,�.y"� •� ❑6'-0'0 TOWER CLOCK SURFACE MWNTED DIAL . ; �. , , � _�� ,�=fi .�,. ..� ��°� COLOR . <<; �" a��'�` . � _^. ,39 WROUGHT IRON MEDALLION.SEE DETAIL 10IA7.7 � k . �� , ,, v; ��8: . �,�, ELEVATIONS t-' r; ,.�.;; ^' ;��ry ` 40 ROOF SCREEN.SEE DETAILS 10/A7.8 -� i�.� ' ,.:a..�. 4 �'�1' �1 �� r � �� ?�` � 41 MECHANICAL ROOF 1NELL W/SCREEN R ETA I L S H O PS 7 � ' ��# 42 POTENTIAL DOORS FOR FUTURE TENANT - - ar �q `i .v ; _ ." —. . .,., .,`�.. ,� .�: . . � ., : -- " -- `---- +� 'R4�,�►� 43 sonRO nwo earreN scnRF.iarrr �"BOK MODERM SCREEN FENCEIGATE �� ■O V 45 TRASH ENCLOSURE SOUTH ELEVATION � ��$- � 3 O2013 KENlETH RODRIGUES i PARTNERS.INC. COLOR/MATERIAL KEYNOTES � CERAMIC TI�E 1:"DESERTSAND' MANUF:ALTA VISTA BY DALTILE PAINT 1:'GEORGIA CLAY' TYPE:CERAMIC TILE � O E O O O O OO O O O O O O O O � O P1 M/1NUF:DUNN EDWARD F� FRAAAE 1:CIEAR ANODIZED S B1 B1 A1 B1 P6 P4 A2 P4 P6 P4 P7 F1 A2 P� TypE:pES�g� MANUF:KAWNEER 7 6-1 35 37 6-1 5 10 6- 21 15 9 5 9 7 13 35 9 11 8 ! 10' 13 37 5 35 22 13 P2 PAINT 2:"SUNSET COVE' n'PE:DOOR/WINDOW FRAME I +32'-0" MANUF:DUNN EDWARD A� AWNING:'BLACK' , ____ TYPE:DEC708 MANUF:SUNBRELLA . - - ,:.-:- .�.�_..._ TYPE.FABRIC AWNING PAINT 3�'WHITE' - . •�r. - , P3 MANUF:DUNN EDWARD r^s� � � AWNING:'BLACKANDWHITE' ! ' NPE�� O MANUF:SUNBRELLA ! {r' - - r, + P4 PAINT 4:'SHORTBREAD" TYPE FABRIC AWNING —� +24'-0----- - +�^'�u,�:sza� �Il ,r' �� +,°°"�� ' . ` O MANUF:DUNN EDWARD O AWNING:'VIMITE' ,,r�`' � - MANUF:SUNBRELLA � � �" --� 'd'�t II ,s� jt ,` �, �' +�-0, TYPE:DE6134 � ,,.. . -- - ; — '� $ � �'� ' : � '.`` .:. �r.-,� . � -- - '�'. . .. � ��' _ - __ � `��.�. -- -- PAINT 5'WARM HEARTH TYPE:FABRIC AWNING �� . . . , _ . ... .� ..---- �--- -`°- -' ' ij � , . E ` ,� �$ ,w �i '_ t ,. . O MANUF�DUNN EDWARD• I : , � _ .� � i ��4� _ i ' . 3:��, , � , q �� -,� � � ` P TYPE:DE6110 SHEET KEYNOTES __ 4_s' e� . i � � T t_� .;j�...��, „1^ # . ; �`o s� v4.. ...��.� 3'. ,�,�,.,,...� sjj. - ,� . i � ,,,�, ,� O PAINT6;'GOLDENCREST' ,k,��• �r,6�s�+Y`� �a3•K- �: s��° , , _ � — . " MANUF:DUNN EDWARD S . _ , �p s '' �' `� SLATE TILE ROOFING O/EXTERIOR SHEATHING PER t K. „. � �4 -'' � .{r^& �a � � r. +/•T•.. 'r"`ft �.�'' � ;w�. J P TYPE:DE53S3 � TRUCTURAL �" � w k ��a�-( ? 'a r i _ �. ' � :.: �g�,� ��^y" s"� {_ r$y. I�; I� t � sy ` .� t tt :�' PAINT 7:"ALPACA WOOL' r.`� " � f �, £-- ' :_ � y — — — — ��'� DWARD S E ROO LE �e�;,e,� � . t";�q 1 -- - - - . LAT F TI .;: � � }� i i �:6 � y.� P7 TYPE DE611N E � a, � � ., _: - � - � +. . 3 1 + ,� 3,�..'� � � y�.w._ ,.. :.: ; i k r � , > :�...., t,tt6. � `�ri --- s^ 3 LARGE CUT STONE VENEER SET IN CEMENT PLASTER. �� ,� a t -.._-.- Pa PAINT 8'DRY DUNE" . � ��I • �r�.,:.. , s - � ,�.... � ` ki � 'i'•. O MANUF:DUNN EDWARD ❑ . �; : � � , �. ._ - - x, *� r }��$ ; � I,, � � ^ 'I ; � � _ '°'�"` TYPE:DE6114 ❑4 STONE VENEER SET IN CEMENT PLASTER. � �� 1 . t �:: . ,, , '"��. _ _t. 3. ?� " .`„j.i�F I ,:� a. +, :� ; } ;��;,ct�.� �m•� ,� f',�'� y �. PAINT 9:"ENGLISM SCONE' �F .• '� .. "' � _ x � ; ,: �,, ''`p A' . � '� P9 MANUF:DUNN EDWARD S FABRIC AWNING SET ON ALUMINUM FRAME. � � ., , ... � ,e F y k � .f �;r: ;��., t r'�`, � - . _ . i� . , �f.s� � r;_+��.:�� 6 ��,,: _ ;� . � , ,. �"#� ; � , � ..�i,1�„A;; j� �i �` �.,yt TYPE�DE8108 -� ; __,__ � � �: • ;; b ' i .., '.; :1 � , : , � � �MANUF:DU N EDW D �6'IPE T3G WOOD BOAROS.CLEAR STAIN � � I�j � �� TYPE:DE5269 �CEDAR TRELLIS,BRACKETS,TRIM BOAROS,8 t�"i PAINT 11:'SUI�OWN" FACIA BOARDS.STAINED OR PAINTED �MANUF:DUNN EDWARD �BOARD AND BATiEN WOOD SIDING O/EXTERIOR SHEATH�NG TYPE:DE5268 PER STRUCT..PAINTED. EAST ELEVATION ��$• 1 R' �S�ERIC�AN S TE ❑9 SMOOTH.STEEL TROWELLED CEMENT PLASTER �O CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING A B C D E ❑CLERESTORY WINDOWS WITH OPAQUE WHITE I P1 O P4 P6 P7 O � O B1 A1 61 O �$ R3 RooF 5:•ziNC-COrE• 11 FILM MANUF:BARRIDGE 22 1 O 37 35 9 15 11 8 S 17 35 1 O 11 35 B-1 5 1� 6- ] TYPE:STANDING SEAM METAL PANEL 12 MTL.FRAMED AWNING W/ALUMINUM PANE�S _ _+$2'-ii �T STONE 1 AS SELECTED BY ❑7 EXTRUDED ALUMINUM REVEALS BY FRY —'— OWNER/ARCHITECT �3 REGLET OR EQUIVALENT.CIEAR ANODIZED. a „ . ..._..... _. -- —- ..�-'- ----- ---- - �. . . ................ .-. .i h,.� �.- � • � � ' i jP. �STONE 2"PONDEROSA VARIEGATED" 14 ALUMINUM FRAMED AYVNING W/GLASS CANOPY M;,��,' r�,`u;, MANUF:PENINSULABUILDINGMATERIALS �,-� � I ��r 7YPE:STONE VENEER t 5 PRECAST STONE TRIM,SILL&MEOALLIONS BY VENTURA CAST a�. +2 4'-Q' ��` S T O N E,I N C..O R E�U I V A L E N T.T E X T U R E:S M O O T H F I N I S H. � ___._______ :=rti ,,�� B� BRICKI:'OlD CHICAGO 3 PALOMINO BLEND' �$P�Q� � ' . �� O MANUF:CORONADO STONE ., "�"� '."�r � ' ` ' -� r : T Y P E:B R I C K V E N E E R � B R I C K V E N E E R S E T I N P L A S T E R S Y S T E M. ' - - - - �. ' � �- �- �" + � - �;�p+ r�* PRECAST STONE:"CHAMPAGNE' �(RUNNING BOND PATTERN) �"` � ; -"�" ? --I" * �`°�` �MANUF:VENTURA CAST STONE � BRICK VENEER SET IN PLASTER SYSTEM. � C }4_'�,'�.z. ; s"'�v' :3� , � �6 :;� - � f�x'1:„ # '= _----- !" '"''�^"' �.�'� TYPE:TRIM,CORNICE.SILL 3 MEDALlIONS �(DOUBLE SOIDIER COURSE) :':.°'+�f� � _. � *s�8 i. � � d�`T � � �" t'." S � �.r _..a,T� . ` Y� '� ''" `�� µ� � ��"�''� PRECAST STONE:"DOESKIN^ ��.�,., '�, �, '�' # �`� ' ''� ' �. „4 i � r�' '�� '�° ,� ' �MANUF:VENTURA CAST STONE ❑L.E.O.SPOTLIGHT FIXTURES . . '� '?`�-." �:, .'" "' � � 4°`",�� . �Y TYPE TRIM.CORNICE,SILL 3 MEDALUONS ' . - __. � �+ir`�f�- 91��5`'' � �'��1 ��. �'•��s � I � �� x� 1H CERAMIC T1LE SET IN PLASTER SYSTEM. 3�a, + > t.�� ,,�,+�a ..: � v `o�a�,.�I Y,A .��», y ��"�,,�:, �� I �PRECAST STONE:•LIMESTONE" � x ��'1i"� �;;' � -` � . "� t`,�e• '>'f.,^' .[g t°,'' '�` ,.� °�� MANUF:VENTURA CAST STONE a ,.. �p `,, ' " � '� ��— s 's �� TYPE:TRIM,CORNICE,SILL 8 MEOALIIONS �9 HM DOOFt.PAINT TO MATCH ADJACENT WALL � — ...- - -._...--- -- - -- - a> " , sr «. _ ' ,,... e y .: �� • � �iz:� �M NUFPA UCOBOND WHITE• �'A � � � I�C] � ;� � • TYPE:WALL PANEL METERS , ., .. ..:.+ o. .. :��. . �� .d s.: FY�_ . . ._- -----� t - . . �� ' . . .., . , >.... :.., - . �� • • . 2� GIS � INDICATES BUILDING ADDRE33 , , ,.. . , , . ,< a:_ . ..> �..: . ;.. :, ' , e.� ,�.." � > „,,„x�. �METAL PANEL:'ANODIZEDCLEAR' 21 4�ODRES J LOCA �'-�. •� ` `:' '. ' > .. . . `;.:.. .:. � . _ .__ ;_ � MANUF:ALUCOBONO __ TION-17 HIGH LETTERS TYPE:WALL PANEL �WOOD STAIN:"BRICK RED' 22 ALUMINUM CLAD PARAPET 36 � � 3G 3B � 5 MANUF:OLYMPIC TYPE:TREILIS,BRACKET,TRIM BRD 8 FACIA BRD 23 ALUMINUM MID GLASS FOLDING FRENCH DOOR SYSTEM WOOD STAIN:'CLEAR STAIN' MANUF:OLYMPIC 24 �UMINUM AND GIASS SIID�NG DOOR SYSTEM WEST ELEVATION �/8" 2 T�'PE:TdG WOOD BOARDS STEEL FRAMEO SIGNAGE STRUCTURE;3EE 25 STRUCTURAL DRAWINGS AND DETAI�S 2G RETRACTABLE FABRIC AYVNING. O F� OO �j O OO B� OO g� OO � Q7 METAI FF2AME AWNING Wl PERFORATED METAL PANELS 35 10 22 37 13 35 6- 6-1 15 7 ; RICK OR STONE VENEER EXPANSION JOINT . ... .. _--- --------- ---+--- - — ----- _.__... .;: i . ------- -+----- -.............- — ---- � -� .�- ..---- �----- --- -_... -- ---- --- ---- --- -- - �. ---- . ,.�",.. i : ..- - - - - . "_" --.-' -— '-- ....-� --- - --�- � - �z,.- . �t A,, , � , 29 CEMENT PLASTER EXP/WSION JOINT $✓�,� ' fi.�.�` � � ��.'�', < a COPPER GUTTER AND DOWNSPOUT � __ ._.............--- --------- -�--- . _.._._.._._._..._.. - -..._ . ,w� . �:V ___- _-- ------- _ _.......... ___. _.. -- -.�.... �� - - � ;22, „�,� � .� i „` �rr= x}� .� �; - — -�24'-0' OVERFLOW DRAM TO DAYLIGHTAT BOTTOM OF -Qa r ; » <„ 31 wnu --:� - .. ` , s , � � L �* , . `- �- }{�� ❑DECORATtVE LIGHT FIXTURE,SEE ELECTRICAL , ,._� s'`..�'`''+" <,�,.«t. - � y , w �;� DRAWINGS ��t�,.,� . . ��... � :�,�~ ' .; � 32 � � Ya�� , � ° • -- �' ; ' ; �� ^_ KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE y4 � ,. `�, .:: ..... -- �t��` � --.-.., �`��1y, *� _.... =�'s s �s, .�srr °`r 33 PREVENTION BUREAU REQUIREMENTS . .,.�S 4 r �r ` `.. 5�� . f.<��},� . .: � '� , q"�:- �. . . . � .. � . .� � , . , . � . _.,�,..��4. ; ��,,ir�' �, t-�s�,. , ` �y" x _ •* x:`.s.• �' �:✓ ,�1+ ��, 8'X 8•ACCESSIBILITY WINDOW DECAL � - . , �s f� z a...,,, r.�» � ' :�� `,ytl . "' . �� --- :. � � '" �;�; �a `' 'w.f' � 9 ��, . : ; .. . _ . ,� ,. . , . : . _ � _ . ,: , . . , _ . ��. , .., _ . ��. ,�.�. 34 or,s�" t�`' -�t ;' �(y��,` r-� `e�"?`,:.: : `'�, �'; �, �' ,�,: , _ �UNE OF ROOF 3LOPE BEYOND � �� ry/".�'� `;�. .� �y,�. ��q+� '��S`3' . . . . . , rN�. . , aif'.�+">�: � - "'...� ❑ +� ' .. ____.�...�. ,. s _ K�'`,�,,� .k:` ' ... . a•," �� LINE OF ROOF DRAINS AND OVERFLOW DRAINS - ' � � `� �. i � - � � ; �� BEYOND,CONNECT TO UNDERGROUNO STORM I � Y. I • � � ' - WATER SYSTEM PER CNIL .;,,,� t ,� f L ,._. . «�F ` ,. � :,.:� . , . � � , : � ' aw*! 37 PREFINISHED ALUMINUM CAP FIASHING , -,, �.. r . :• . .� ... S .: : ..., . �-..., � ",r. 0�-Q� _ �,_�'��.t a6'-0'0 TOWER CLOCK SURFACE MOUNlED DIAL 19 33 19 �J 38 WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 4O ROOF SCREEN,SEE DETAtlS 10/A7.8 NORTH ELEVATION ��8- 4 SOUTH ELEVATION ��e• 3 4, MECHANICAL ROOF WELL W/SCREEN MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 R E N�E T H H O�R I O U E 5 d P A R 1 N!It S V:: .�a wo��n wn�.c�.� wo.e s.�;. :oa uo��i. �, v .. c� e s c.c a s.o�a a CONSULTANT �,rw.x 5�••4.�Cy� �`�''P�O� ''F \:� �F•.n :�'�C12,818 N`•�¢g T� ! �`N°.�63013�i�t 9:, ,�� CA�� .,, ,� °., ! ''`..•, �"^. �� f I i � �' 1^ � �� 4i�MN4 i° ��'aHMis aevisia+ 11.15.12 02.08.13 02.28.13 PLAN CHECK SUBMITTAL SET RESPONSE TO PLAN CHECK 1 ASA REVISIQNS vao�ecr No. 22.559 aae 11.15.2012 °F'""'"''B`' �E AS SHOWN pffCKED BY COLOR ELEVATIONS RETAIL SHOPS 8 4C1 . 1 O20731(ENJETH RODRI(;UES 6 PARTNERS.INC. . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ O I C I N I T Y M A P ■ ■ DBFBRRBD SUBYITTALS ■ THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PR�OR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM PADS 1 & 2 ■ P R 0 J B C T T E A M ■ 0 W N E R / D E V E L 0 P E R MAIN STREET CUPERTINO AGGREGTOR, LLC 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H I T E C T KENNETH RODRIGUES dc PARTNERS, INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H 0 T E L A R C H 1 T E C T DMB ARCHITECTS 8911 Research Drive,1st Floor Irvine,CA. 92618 C 1 V 1 L E N G 1 N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANDSCAPE ARCNITECT THE GUZURDO PARTNERSHIP� INC. 181 Greenwich SVeet San Francisco,CA. 94111 �ARKINO OARAGE EN6INEER INTERNATIONAL PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Contact Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contact Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana ■ PL � HHING PBRYIT FILB N0 . ■ APPROVED MODIFICATIONS(M-2011-09)TO THE PREV�OUSLY-APPROVED MASTER USE PERMIT (U-2008-01),ARCHITECTURAL AND SITE APPROVAL(ASA400&08),TREE MASTER USE PERMIT (TR-200&08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) ■ S H B E T I N D E g ■ SAO.O COVER SHEET �,Q ELEVATIONS PAD 1 �,� ELEVATIONS PAD 2 �,Q FLOOR PLANS PAD 1&2 �,Q ROOF PLANS PAD 1&2 AND BUILDING SECTIONS 5AS.0 FLOOR AREA CALCULATIONS PAD 1 8 2 5C1.0 COLOR ELEVATIONS PAD 1 x�,� COLOR ELEVATIONS PAD 2 -.� - - - —_-- - `.. . ,. _ -,. .. ,. .r-� � w�= ;• ��, - �i�-I� . .��• i�� OY t .+ I i:t•,�;['W'y+a��A>`c�ii � •-• � -.r� .�.�..r�'�' R� ,-.�, ,.�rx /�, .�:,`ir'f�o `1��av.��-�� '_f4�.�: i �Y...{.�l.` , ��...M��•�_-. �-. ;'� -,...'r ,T '�✓ y/�,..� ��r ,�.': � :„r,,,.,,.-.,,,,�..-...----�--.. s' �'.,:� Si;r.ais�;� CGit�+� ..�j;t`�T � i �• ..r .a �► A.�.�....r+ - - • SCOPB OF 1fOBg • 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF 2 NEW RETAIL SHELL BUILDINGS TOTALING 3,788 SF. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.SITE UTILITIES,GRP,DING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 5.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T N R O D R I G U E S 8 P A R T N E R S I N C. ��s r+o.in wni.m.� no,a, s��. zoo Mo��.i� vi.,. . c� e s o.o e s o�a a CONSULTANT SED AR�,�, � �T tiV,�P��n *�C12,818 T* �6�30�15� N9��F CAL1F�~ �II� �� t „ //�� } ;��:, 1 �=---- ; . . .�: _�r� ��-��—�.... .� I■ w. � t�".�_� I,''�� I•��1�� / ��s� rRO.�cr ra. 22.559 �a� 12.13.13 DRAWN BY SCALE CHECKED BY PAD 1 & 2 COVER SHEET 5A0.0 O2013 KENNETH RODRIGUES 6 PARTNERS,INC. COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 1:"GEORGIA CLAY' �SLATE TILE ROOFING OlEXTERIOR SHEATHING PER MANUF:DUNN EDWARD STRUCTURAL. TYPE:DE5181 �SIATE ROOF TILE. Pz PAINT 2:"SUNSET COVE' MANUF:DUNN EDWARD a3 LARGE CUT STONE VENEER SET IN CEMENT PLASTER. TYPE:DEC708 P3 PAINT 3:"WHITE' �STONE VENEER SET IN CEMENT PIASTER. MANUF:DUNN EDWARD TYPE:DEW380 �FABRIC AWNING SET ON AIUMINUM FRAME. P4 PAINT 4:"SHORTBREAD" MANUF:DUNN EDWARD 6�8"tPE T&G WOOD BOAROS.CLEAR STAiN NPE:DE8134 � Q P � � Q Qp p� P5 PAINT 5:"WARM HEARTH" �&FAC A BOARDSBSTAINED R PAINT�ED DS, MANUF:DUNN EDWARD BOARD AND BATTEN WOOD SIDING OlEXTERIOR TYPE:DE8110 8 3 D 22 12 35 10 Fl C 13 15 B /4 37 � 2 3 3 40 12 35 4 F1 22 34 10 23 5 9 6 7 SHEATHING PER STRUCT.,PAINTED. P6 PAINT 8:"GOLDEN CREST' MANUF:DUNN EDWARD a SMOOTH,STEEL TROWELLED CEMENT PLASTER 40 29 37 n'PE:DE5ss3 25 PAINT 7:"ALPACA WOOL" �O CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM I � I I I ' I I � I P7 WITH CLEAR GLAZING MANUF:DUNN EDWARD TYPE:DE8113 �� CLERESTORY WINDOWS WITH PAINT 8:'DRY DUNE" OPAQUE WHITE FILM __+26'-Q" I I Pa MANUF:DUNN EDWARD �2 MTL.FRAMED AWNING W/ALUMINUM PANELS I --- TYPE:DE8114 ( � ( 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR � _ + - I I I _-- —_ � + _ P9 PAINT 9:"ENGLISH SCONE" 13 EQUIVALENT.CLEARANODIZED. I I ?2�-O" I I 2?�'�� MANUF:DUNN EDWARD ALUMINUM FRAMED AWNING W/GLASS +19�-10" +�9'-1O" TYPE:DE8108 14 CANOPY ------ --- - --' - �_-_ _-- __ ______-__-��-____-�- ---__-----_�---- -- ----- -------' PAINTIO:'YUCATAN" i +j 7'-Q" �MANUF:DUNN EDWARD 15 PRECAST STONE TRIM,SILL 8 MEDALUONS BY VENTURA _ CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH F�NISH. __ __ __ � TYPE:DE5269 I ' ' � �PAINT 11:"SUNDOWN" �� (RUNNING BOND PATTERN)TER SYSTEM. +12_-0" . . �+12'-0" � •. . ., ..- • .. `'�''' ��'� � � DWARD R SVSTEM . •.�.. . +�2�_�. MANUF:DUNN E �BRICK VENEER SET IN PLASTE -- -- , P3 ---- TYPE:DE5288 6' (DOUBLE SOLDIER COURSE) ROOF t:"PIKE'S POINT" . •� 0 9 P� . � � . R1 NPE:SL TET'ILEN SIATE 17 L.E.D.SPOTLIGHT FIXTURES I ... , � I I I', . , . N 1$ CERAMIC TILE SET IN PLASTER SYSTEM. � 1J HM DOOR.PAINT TO MATCH ADJACENT WALL ♦ i O�-O" +O�-O" R3 MANUF:BARRIDGEE. ZO GAS METERS-PAINT TO MATCH AQI.WALL TYPE:STANDING SEAM METAL PANEL 21 rDORESSIP INDICATES BUILDING ADDRESS T1 STONE 1:AS SELECTED BY OWNER/ARCHITECT. �---� LOCATION-12"HIGH LETTERS Zz AIUMINUM CLAD PAR.4PET �STONE 2:'PONDEROSA VARIEGATED" 23 DOOR SYSTEM GLASS FOLDING FRENCH MANUF:PENINSULA BUILDING MATERIALS TYPE:STONE VENEER 24 ALUMINUM AND GLASS SLIDING DOOR SYSTEM BRICKI:"OLD CHICAGO&PALOMINO BLEND' B� MANUF:CORONADO STONE �STEEL FRAMED SIGNAGE STRUCTURE;SEE TYPE:BRICK VENEER 25 STRUCTURAL DRAWINGS AND DETAILS �MANUFSVENTURA CAST^STONE w 26 RETRACTABLE FABRIC AWNING. EAST ELEVATION ��8� � SOUTH ELEVATION ��8� 1 T1'PE:TRIM,CORNICE,SILL&MEDALLIONS 27 pANELS�MEAWNINGW/PERFORATEDMETAL C PRECASTSTONE:"DOESKIN" MANUF:VENTURA CAST STONE 28 BRICK OR STONE VENEER EXPANSION JOINT TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS �C PRECAST STONE:"IIMESTONE" 29 CEMENT PLASTER EXPANSION JOINT MANUF:VENTURA CAST STONE GALV.SHEET METAL GUTTER AND DOWNSPOUT, TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS 30 pAINTED. �METAL PANEL:"BONE NMITE" 31 OVERFLOW DRAIN TO DAYUGHT AT BOTTOM OF WALL MANUF:ALUCOBOND TYPE:WALL PANEL �METAL PANEL:"ANODIZED CLEAR" 3Z DECORATIVE LIGHT FIXTURE,SEE ELECTRICAL DWGS MANUF:ALUCOBOND 33 KNOX BOX SYSTEM(KEY BO�LOCATE PER FIRE TYPE:WALI PANEL PREVENTION BUREAU REQUIREMENTS � P P � T P P� Q WOOD STAIN:"BRICK RED" 34 8'X 8"ACCESSIBILITY WINDOW DECAL MANUF:OLYMPIC TYPE:TRELLIS,BRACKET,TRIM BRD 8 FACIA BRD LINE OF ROOF SLOPE BEYOND A B 13 15 C F1 10 35 12 22 D 3 � 6 3 5 P3 10 25 23 4 35 12 3 9 2 1 35 WOOD STAIN:"CLEAR STAIN" S MANUF:OLYMPIC �BEYONDRCOON ECT TO UNDERGRO ND S OIRM TYPE:T&G WOOD BOARDS WATER SYSTEM PER CIVIL 25 � 37 PREFINISHEO ALUMINUM CAP FLASHING CERAMIC TILE 1:"DESERT SAND" I I � � I � I MANUF:ALTA VISTA BY DALTILE I I I TYPE:CERAMIC TILE �8'-0"DIA.TOWER CLOCK SURFACE MOUNTED DIAL FRAME 1:CIEAR ANODIZED +26'-O"__ _��. +2F>�-O" F1 MANUF:KAWNEER 3g WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 I 40 I --- TYPE:DOOW�MNDOW FRAME I � AWNING"BLACK" 40 ROOF SCREEN SEE DETAILS 10/A7.8 +22'-0" I I � � � I � , ______ _.�__+22'-Q" A� MANUF:SUNBRELLA +19�_��« 37 " "— TYPE:FABRIC AWNING 41 MECHANICAL ROOF WELL W/SCREEN AWNING:"BLACK AND WHITE" POTENTIAL DOORS FOR FUTURE +17'-O" � . 2� +�T-O� �O MANUF:SUNBRELLA 42 TENANT ---- I �� __ __ TYPE:FABRICAWNING • ' . " � Q 29 , �. A3 AWNING:"WHITE" 43 BOARD AND BATTEN SCARF JOINT +12'-O" � +12'-O" +12,_O„ MANUF:SUNBRELLA __� _. __ ,_._ TYPE:FABRICAWNING 44 TR,4NSFORMER ' . . 13 • �•�i� � 45 TRASH ENCLOSURE P1 9 • I : 36 IPE WOOD SPACED BOARDS IN 0 36 � � 46 STL FRAME P3 . • . �, •;..,y�; 47 8'METAL SPACED SLATS,IN STEEL FRAME O�-O" � ` ' +O�-0" 48 WATER FOUNTAIN FEATURE,SEE SHEET A7.0 • r 49 WROGHT IRON BARN BRACKET AND WELL PULLEY WITH LIGHT FIXTURE,SEE SHEET A7.0 aLIGHT FIXTURES 19 29 20 19 34 33 WEST ELEVATION ��8• 2 NORTH ELEVATION ��$• 4 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R I G U E S 8 F A R T N E R S 1 N C. ��s r+o.�n wni.m.� ao.e, s�iie zoo uo��.�o v�e.. . c� e s o.a e s.o�o 0 CONSULTANT S�A�ti � i� ��P.R°`1q��Fn ��C12,818 T* N��63015�� 9��F CALZF�~ �� N 4 � ^❑ � aev�sroN Pao.�cT No. 22.559 on� 12.13.13 DRAWNBY �E AS SHOWN CHECKED BY ELEVATIONS PAD 1 5A2.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 1:"GEORGIA CLAY' �SLATE TILE ROOFING O/EXTERIOR SHEATHING PER MANUF:DUNN EDWARD STRUCTURAI. TYPE:DE5181 �SLATE ROOF TILE. Pz PAINT 2:'SUNSET COVE" MANUF:DUNN EDWARD Q LARGE CUT STONE VENEER SET IN CEMENT PLASTER. TYPE:DEC708 n B A 'I Z 3 4 5 P3 PAINT 3:"WHITE" a STONE VENEER SET IN CEMENT PLASTER. P3 Y Pi �P �T P1 P1 F1 �T TYPE:DEW3 OEDWARD �FABRIC AWNING SET ON ALUMINUM FRAME. � I I I I I I P4 PAINT 4:"SHORTBREAD' 25 12 35 10 22 40 3 22 21 12 1 O 25 35 3 MANUF:DUNN EDWARD 6❑8"IPE T8G WOOD BOARDS.CLEAR STAIN TYPE:DE8134 CEDAR TRELUS,BRACKETS,TRIM BOARDS, I I P5 MANUF�UNN EDWARD^ �&FACIA BOARDS.STAINED OR PAINTED TYPE:DE8110 �BOARD AND BATTEN WOOD SIDING O/EXTERIOR � I I I I I I I SHEATHING PER STRUCT.,PAINTED. P6 PAINT 8:"GOLDEN CREST" MANUF:DUNN EDWARD �9 SMOOTH,STEEL TROWELLED CEMENT PLASTER _ _ __ I _ +26�-0" TYPE:DE5353 +26,O~ PAINT 7:'ALPACA WOOL" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM P� �� WITHCLEARGLAZING MANUF:DUNN EDWARD +23�-4� TYPE:DE8113 CLERESTORY WINDOWS WITH I ' —'1""—"—'—'---'— I I �� OPAQUE WHITE FILM +2Q'-Q" __+20._�« P8 PAINT 8:"DRY DUNE" �2 MTL.FRAMED AWNING W/ALUMINUM PANELS "—'—'—'— MANUF:DUNN EDWARD -- - __ __-___ _ � - ------ ----� TYPE:DE8114 PAINT 9:'ENG�ISH SCONE" 13 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR � P9 EQUIVALENT.CLEAR ANODIZED. DR S M� MANUF:DUNN EDWARD � W� ALUMINUM FR,4MED AWNING W/GLASS TYPE:DE8108 14 CANOPY +12'-0" +12'-0" +12'-0_ PAINT 10:"YUCATAN" � � � MANUF:DUNN EDWARD 15 PRECAST STONE TRIM,SILL 8 MEDALLIONS BY VENTURA � � TYPE:DE5289 CAST STONE,INC.,OR EQUIV.TEXTURE:SMOOTH FINISH. M� � �BRICK VENEER SET IN PLASTER SYSTEM. � rp �PAINT 11:"SUNDOWN' 6-� (RUNNING BOND PATTERN) f �_ ` �_ _� _�_� _� MANUF:DUNN EDWARD BRICK VENEER SET IN PLASTER SYSTEM. TYPE:DE5268 �(DOUBLE SOLDIER COURSE) � i �p R� ROOF 1:"PIKE'S POINT" O�-O" i � � O�-0" MANUF:AMERICAN SLATE 17 L.E.D.SPOTLIGHT FIXTURES TYPE:SLATE TILE r � 18 CERAMIC TILE SET IN PLASTER SYSTEM. 2O 3G 34 24 36 �J HM DOOR.PAINT TO MATCH ADJACENT WALL R3 ROOF 5:"21NC-COTE" 2Q GAS METERS-PAINT TO MATCH ADJ.WALL MANUF:BARRIDGE � TYPE:STANDING SEAM METAL PANEL 21 rODRESS#' INDICATES BUILDING ADDRESS T1 STONE t:AS SELECTED BY OWNER/ARCHITECT. �---� ��ATION-12"HIGH LETTERS 22 ALUMINUM CLAD PARAPET �T STONE 2:"PONDEROSA VARIEGATED" 23 DOOR SYSTEM GLASS FOLDING FRENCH MANUF:PENINSULA BUILDING MATERIALS TYPE:STONE VENEER 24 ALUMINUM AND GLASS SLIDING DOOR BRICKI:"OLD CHICAGO&PALOMINO BLEND" SYSTEM B� MANUF:CORONADO STONE ❑STEEL FRAMED SIGNAGE STRUCTURE;SEE TYPE:BRICK VENEER 25 STRUCTURAL DRAWINGS AND DETAILS �MANUFSVENTOURA CAST^STONE w 26 RETRACTABLE FABRIC AWNING. EAST ELEVATION ��8� � SOUTH ELEVATION ��8� 1 TYPE:TRIM,CORNICE,SILL&MEDALLIONS 27 ANEIS�MEAWNINGW/PERFORATEDMETAL C PRECAST STONE:"DOESKIN" MANUF:VENTURA CAST STONE 28 BRICK OR STONE VENEER EXPANSION JOINT TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS �C PRECAST STONE:'LIMESTONE" 29 CEMENT PLASTER EXPANSION JOINT MANUF:VENTURA CAST STONE GALV.SHEET METAL GUTTER AND DOWNSPOUT, TYPE:TRIM,CORNICE,SILL 8 MEDALLIONS 30 pAINTED. �META�PANEL:"BONE WHITE" 31 OVERFIOW DRAIN TO DAYLIGHT AT BOTTOM OF WAIL MANUF:AIUCOBOND �� TYPE:WALL PANEL ►�1 �: 3 2 (1 ) C B A 3Z DECORATIVE UGHT FIXTURE,SEE ELECTRICAL DWGS �METAL PANEL:"ANODIZED CLEAR" Y OP Pt F1 �TY �T F1 �P P1 P3 TYPE:WALL PANEL D 33 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS ( I I I � � S WOOO STAIN:"BRICK RED" 34 8"X 8"ACCESSIBILITY WINDOW DECAL 12 40 22 24 10 35 3 I 3 40 10 22 35 12 25 MANUf:OLYMPIC I I I I TYPE.TRELLIS,BRACKET,TRIM BRD&FACIA BRD 35 LINE OF ROOF SLOPE BEYOND WO00 STAIN:"CLEAR STAIN' S LINE OF ROOF DRAINS AND OVERFLOW DRAINS I I TYPE.T8G WOOD BOARDS 36 BEYOND,CONNECT TO UNDERGROUND STORM I I I I I I WATER SYSTEM PER CIVIL �CERAMIC TILE 1:'DESERT SAND" $7 PREFINISHED ALUMINUM CAP FLASHING MANUF:ALTA VISTA BY DALTILE � � � I __ _ +26�-0" TYPE:CERAMIC TILE 3$ 8'-0'DIA.TOWER CLOCK SURFACE MOUNTED DIAL FRAME 1:CLEAR ANODIZED I I +23�-4" � F� MANUF:KAWNEER 3J WROUGHT IRON MEDALLION.SEE DETAIL 10/A7.7 _____�._.�._ TYPE:DOOWWINDOW FRAME +2Q'-Q" +2Q'-Q" A� ANRJING:"BLACK' 40 ROOF SCREEN,SEE DETAILS 10/A7.8 '—'—'— —'—�" MANUF:SUNBRELLA TYPE:FABRIC AWNING 41 MECHANICAL ROOF WELL W/SCREEN AWNING:"BLACK AND WHITE' I I A2 MANUF:SUNBRELLA 42 POTENTIAL DOORS FOR FUTURE TENANT +12,_O„ +,12,_O„ TYPE:FABRICAWNING � ' � A3 AWNING:"WHITE" 43 BOARD AND BATTEN SCARF JOINT MANUF:SUNBRELLA TYPE:FABRICAWNING Q TRANSFORMER � 45 TRASH ENCLOSURE �— � � —�. —� y —� —�. i ♦ 46 �PE WOOD SPACED BOARDS IN � STL FRAME i 0�-0" � 0�-0" 4� 6"METAL SPACED SLATS,IN STEEL FRAME 48 WATER fOUNTAIN FEATURE,SEE SHEET A7.0 34 19 ZO 1 J 33 49 WROGHT IRON BARN BRACKET AND WELL PULLEY WITH LIGHT FIXTURE,SEE SHEET A7.0 50 LIGHT FIXTURES NORTH ELEVATION ��a' 4 WEST ELEVATION ��$° 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T M R O D R I G U E 5 8 G�fi�N E R 3 I N C. 1�5 N 0 r t� W�i�m�n R o�0, 5 u 1 t e 1 0 0 wo��i.�� v�.w c n e s o.o e s.o�o a CONSULTANT �`'�A�h'i G� P�R�� Ttn �� W C12,878 T* �6•30•15� N9��F CAL1F�~ �rnaa N 4 t o � �nsan rao.�cr nio. 22.559 on� 12.13.13 auwNSV ��E AS SHOWN CHECKED BV ELEVATIONS PAD 2 5A2. 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. O O O O O � 7'-8" � 19'-4" � 19'-4" � 7'-8" � I I I I I 8" 8" 8" 8" . 7'-8" � 18'-0" r 18'-0" �. 7'-8" . I Fi" ( 9 4 I 6� �� ! 1 ----------- — •-� r --r- -- �-:,---- --�-- , � � -T 1 •�—`�`�� I m �� 131 � �� 1� m �� ` p mm � - - 0 � �� 1 � _ m �� m :-� - ��<�I m � �`•:. � � O _ m i�� - -__ . € � �' iD , 'tk�t ��tf �� ` � " � ! � - _� ��P��t� 0 _ ,: � I , � i�a � mm oo - � �. @�� m � �-8" �. 19'-4" `��. � 19'-4" ..� �. 7's8" _�1 L I I � A : ao . SJ.� � _ 4 � 0 0 fV � � �� FLOOR PLAN-PAD 2 (1,583 SF) � ��$• � 2 o � � � t� ^ M �v GO I� �; ��. . "v N ��, ` v � a r 0 �� SHEET KEYNOTES aEXTERIOR MTL.STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) aALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING 3D STOREFRONT ENTRY DOOR WITH CLEAR GLAZING 4� LINE OF METAL CANOPY ABOVE 5❑ LINE OF CANVAS AWNING ABOVE 6� LINE OF WOOD TRELLIS ABOVE � CONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS � LINE OF METAL FRAMED CANOPY WITH GLASS AWNING � LINE OF ROOF OVERHANG ABOVE �p LINE OF SOFFIT ABOVE �� SANITARY SEWER LINE,SEE CIVIL AND PLUMBING 1 2 3 4 5 6 7 DRAWINGS 12 GREASE WASTE LINE,SEE CIVIL PLUMBING DWGS i I t I I t i 13 FOR EQUIPMENTO AYOUT LECTRICAL DRAWINGS 14 1 HR FIRE RATED ASSEMBLY WALL TO ROOF 4'-6" 6'-6" 19'-0" 19'-0" 6'-6" 4'-6" DECK 15 GAS METERS,SEE PLUMBING DWGS. � � 6" � ��-�" � ��'0" � �6" � 16 ROOF ACCESS LADDER WITH HATCH ABOVE 4'-6" 6'-0" 18' " 1 -0" 6'-0" 4'-6" RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. �� SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. I � �a OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN(PROVIDE CONCRETE SPLASH I BLOCK AT LANDSCAPE AREAS 19 FIRE SPRINKLER RISER 18 17 ------- =--- — -------- -- KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE 20 � 17 , 24 T �� 18 ;� 20 PREVENTION BUREAU REQUIREMENTS _ _ _ �\'� _ _ � 21 STRUCTURAL COLUMN,SEE STRUCT.DWGS. � I '� 1�t�� `��+ '�� +�`a .'�� O`, •'� �1. ,• 22 "NANAWALL"-SLIDING DOOR SYSTEM . ��` i.0 ��' `+,�' i+� 24 4 21 23 24 23 "NANAWALL"-FOLDING FRENCH DOOR SYSTEM �g I I � ° Z4 STEEL TUBE COLUMN PER STRUCTURAL DWGS; � PAINT FINISH � � � 2 5 L I N E O F W I N D O W S I L L � � _ � _ _ � _ _ _� 26 POTENTIAL DOORS FOR FUTURE TENANT 1 I 2 Q ' 27 TRASH ENCLOSURE �1 � 21 � � � � �( .I 1 I ( 00 � 0 28 TRANSFORMER LOCATION WITH SCREENING v i ; „ , i i � � LEGEND i� � � � �i. ,-a ,� � � ( � EXTERIOR WALL I .L. ._._.�._._._._._._._._._�_._._._._._._._._. ._._, .�. i � EXTERIORFINISHSYSTEMOVER EXT. co '� SHEATHING OVER 6'MTL.STUD FRAMING �,�- (SEE STRUCT.DWGS FOR FRAMING SIZE :F� ", �,1 � � � � �., g . AND SEE ELEVATIONS FOR FINISH) � � . +a� . . 1 . ioi �'�+`. n � � ,-�� INTERIOR WALL(NON-RATED) 'i � ✓ �a �� ✓� �� ABOVE �� ( � 1 LAYER"TYPE X"GYP.BD.EACH SIDE � L __ ___________ _yn�_ ______ __ J ( � OVER 6"METAL STUD FRAMING,EXTEND TO I I 1 ' ` I� 'a UNDERSIDE OF STRUCTURE � ( �� SHEAR WALL �-I-- --- ----------- __—_ _—_� _ ___ — SEE STRUCT.DWGS.FOR WALL 9 a4 —� CONSTRUCTION DETAILS �-0• 5,_g� �g_3• �g_3� 5•_g- •-0• � INTERIOR WALL(1-HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE 6" 9" 9" 9" g" 6" OVER 6"METAL STUD FRAMING,EXTEND TO UNDERSIDE OF ROOF STRUCTURE L 60'-0" L �� SOO DULEE DESIGNATION,SEE DOOR O WINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE FLOOR PLAN-PAD 1 (2,203 SF) � ��$° � 1 GENERALNOTES 1. NOT ALL NOTES APPLY TO THIS SHEET 2. ALL DIMENSIONS ARE TO CENTER LINE OF STEEL COLUMNS,FACE OF SHEATHING,OR CONCRETE FOUNDATION UNLESS NOTED OTHERWISE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T N R O D R I G U E 5 8 P�R T N E R S 1 N C. ��s N o��n w n i,m.n a o,e, s�i i. z o 0 Mo��.i� view c n e s o.c e s.o�a o CONSULTANT �`'�A�'�'i �V�P ROQq/��'�n *W C12,818 T* N��6•30•15�� 9��F CAL��~ _ �I�� ' � �� :�� , �� .. '�='„ .�� , �-_- � �r �� :i � *�. ��i� _ _,.,,._,.�...... � �. . �...;..... ,�.. r�r�i■ ....: �� - - ; REVISION Pao.�cT r�o. 22.559 on� 12.13.13 auwNer SCALE AS SHOWN CHECKED BY FLOOR PLANS PAD 1 & 2 5A3.0 O2013 KENNETH RODRI(iUES 8 PAI3TNERS,INC. ROOF KEY NOTES a SIATE TILE ROOFING OVER METAL FRAMING;SEE SINGLE PLY ROOFING STRUCTURAL DR,4WINGS ...�.....� SYSTEM OVER RIGID 2� NOT USED T.O.SCREENING INSULATION AND VAPOR GRID BARRIER O/EXTERIOR 3D NOT USED .......»... WELDED SPLICE SHEATHING � SINGIE PLY ROOF�NG SYSTEM OVER METAL T�P� WELDED SPLICE 4 DECKING 22 GA GSM Sa NOT USED ..._....».. I METAL COPING T.O.D. • CAP WNVATERTIGHT ____ _ � FABRIC AWNING SET ON AWMINUM FRAME JO�NTS ----------------------------- i ��'�" _",-�_�� _." ,•� � 22 GA i 7� CEDAR TRELIIS W�TH STAIN FINISH � CONTINUOUS � METAL CLEAT � � $❑ ALUMINUM FRAMED AWNING W/GLASS CANOPY ��`�t,��.��+ �� O ��V 'J' ` � W�" � , . � �� s ' ^ � SEALANT � � ALUMINUM CANOPY WITH METAL PANELS � f � 6�i! .-. � u_ .�. �,._..., ,_ .,,.,_.. ..r._,.,. � i �Tr"-'�^"M�"'� f SINGLE PLY ROOFING j �� CORNICE O/MTL.FRAMiNG WITH SHEET METAL SYSTEM OVER VAPOR ' FLASHING CAP � BARRIER O/EXTERIOR j �� PRECAST STONE CORNICE �+��;�;,:�� '',-�;:aro�s�::i� �'___ __ BUILDING SECTION PAD 1 vs• 4 SHEATHING ; - i 12 RETRACTABLE CANVAS AWNING ... P`4��Y � ' �/►t-�� _�,„ 't v�""j� � •T��P�•N� STRUCTURA PLANS j 13 METAL FRAME AWNING W!PERFOR,4TED METAL PANELS �� ,J,��.,�"' �� .._. � � ,14 STEEL FRAMED SIGNAGE STRUCTURE;SEE ,Y�r � T o P i STRUCTURAL DR,4WINGS ANO DETAILS � �5 COPPER GUTTER AND DOWNSPOUT i � �6 OVERFLOW DRAIN TO DAYUGHT AT 80TTOM OF {� WALL �3��3.:Li�� ] ROOF DRAIN AND PIPING,SEE DET.3/A7.8&7/A7.8 Csu:�:�u :� � MECHANICAL UNIT TO BE CENTERED BETWEEN � 18 ROOF MEMBERS BELOW ___'�—'"�' � rti � ,■� � �i w�� `'��a� �j METAL FRAMING,PAINTED 2Q 18"X 24"LOUVERED MANSARD ATTIC VENT .,-.-,,�.._.q�,� . F��,.�a„a�,.,,.�„->s,.�FS..F.�(/O j�u.._ _ r- ,,,�.� �m.. 21 NOT USED 1�1��R/ BUILDING SECTION PAD 2 ��s' 5 ROOF EDGE DETAIL s• 3 22 ROOFACCESSHATCH30"x38",SEEDET.5/A7.8 Z3 SPLASH BLOCK 24 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT 1 2 3 4 5 1 2 3 4 5 6 7 25 METAL PANEL JOINT,SEE DETAI�3/A7.5 26 ROOF SCREEN I I I I I I 2� 8x FIRE RETARDANT TREATED WOOD RAFTER g �p � 14 TAILS,SEE DETAILS I I I I I 28 GALV.SHEET METAL FLASHING ..._».»... I I 16 17 I ..._».»... I A T.O..D..»... � � � T O..D..».» 2J BRICK CORNICE WITH SHEET METAL FLASHING T.O.P. T.O.P. � � 25 �o � 9 5 � � �— — — LEGEND `J � DENOTES ROOF SLOPE DIRECTION I ..... I I..._..»..» 10 00 ...... i .....--.—. T.O.D. T.O.D. •••-�---� w� cy�s• � HVAC ROOF TOP UNIT. T.O.P. � � T.O.P. ZY O LL Rj lii i` �� ON H"CURBS. �` ��"`� 26 ........... ;, 18 r.o.o. I I 24 � I " I I "'�"'��"� T.O.D. � _ _ q HEAT PUMP UNIT r � �-18 26 � —r C _...«M�� ON 6"SLEEPERS,SEE MECH.DWGS �� T•O.P M� T.O.P. I I I ( ...�.. � � � .._... ..... T.O.P. ••I T.O.P. 1 I I I I I � MAKE-UP AIR LOUVER,SEE MECH.DWGS 26 ? HEIGH RWL RAIN WATER LEADER TO EXTEND 5 I� o� wicu�:s2•?,u;J I I � � � � 25 BEYOND BLDG.SLAB EDGE,CONNECT TO �LL � JYy��a�� STORM SEWER. SEE CIVIL DRAWINGS 9 I 22 I < � 24 1 16 � �.,, I I � � OD OVERFLOW DRAIN. 10 I I � � � � � +0'-0" DENOTES ELEVATION POINT .......».». , I p1 I I ,,,_,„„,„, T.O.W. TOP OF WALL ELEVATION T.O.D. T.O.D. — — — — B — — R — � T.O.P. TOP OF PARAPET ELEVATION � t � , , `J — — T.O.D. TOP OF DECK ELEVATION � DENOTES ROOF SLOPE DIRECTION •••-- T.pp�� •••—• • I I 25 4 I 9 10 I I ••"••"•""• � CRICOKET-MNES OPEB/4'LPER OOT T.O.P. ( I 9 I 14 � I 25 I T.O.P. I I I I I I T.O.P. ROOF PLAN-PAD 2 ��$' 2 ROOF PLAN-PAD 1 ��8' 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R 0 D R 1 G U E 5 8 P A R i N E R 5 I N C. ��5 N o r 1� W�i f m P n R o�U, 5 u I 1• 2 0 0 r+ou��.in vi.w . c� a s o.c e s.o�o 0 CONSULTANT �`'E°A�C'y. tiV�P R��4/��C� ��C12,818 T* N��6•30•15�� 9��F CAL1F�~ �� N Q I ❑ � �v�siorr �o.�cr No. 22.559 oA� 12.13.13 DR4WN BV SCALE CHECKED BV ROOF PLANS PAD 1 & 2 5A4.0 O2013 KENNE7H RODRIGUES d PARTNERS,NJC. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CIN, CA 94065 � K E N N E T N R O D R I G U E S b P�R T N E N S 1 N C. ��S N o r 1� W�I�m�n R o�E, 5 u I 1 a 2 0 0 M o u n t�1 n V i a M . G A E S 0.Y!5.0]0 0 CONSULTANT SFp AR�,y G�C'�P•R�QQ� ��'t� �� '�c�2,a�e T* �6•30•15� N9��F CAL1F�~ `\ �II� �� .� „ � /� •, \ t: :: � :��:, '�r:�- , ��. _,�,�� _��,�,_,�.,.. ,�� . 1-�''�.... �� ..�.• � �� a�zo.�cr rro. "L"1.55y on� 1 Z.1:i.13 oruwNer scue AS SHOWN CHECKEDBY FLOOR AREA CALCULATIONS PAD 1 & 2 5A5.0 O2013 KENNETH RODRMUES 8 PARTNERS,INC. � 3 ` ` � .,r t�' !, �-� ': �^ i�, a'„�*:'� L,�� . ,� ,�� .,��..,Y'�` -.� �� F J� Y , ,w�-�!x#s"� t' . 'y��''�.'��,�`��i�w . ry� � +s..r. r w�d`�A� ��`1�L V P1 P1 OD 22 12 [ ,, ,� a � �r �,� � - -$r 0,� . ,. . Res.14-122-(Condition 12)Prior to issuance of building permits, the applicant shall revise material#18(Ceramic Tile-Alta Vista , ,Daltile or Equivalent)on the Material Board(Sheet MB-1),and as it i ',occurs throughout the project plans,with a higher quality stone or ', ',equivalent to the satisfaction of the Director of Community � ',Development. ! �The following is the material selection made by the applicant: � '4.Pad 1=Quartz,China Gold i � i I ��J O 2S +2�� ,` _ , �` ,: EAST ELEVATION I ��e' � OA OB 13 15 C +26''�_ t . ,� „��- `2r-o• `'' '7 � ; t t� t..^ ,� q �.,� : ------�� Fi � �� 17'-0'--'"��'` ��'-_'_E�';��l '� 1 i e` ` • .�d++�_ "YC�' � �� +��: � r �b/ r,;r�. c . 3 WEST ELEVATION I ��e' I 2 � 37 O O 3 O 40 �� y'y.. �'� � ii ii ii �. �, r'^, -------------------- ��r Y ��,, � ,d. /'"�:�7d� Y .�,� , n ; a'4 . i � s�,��;�,`�q�'J` .._ ..---....._. . � .. �� r �fl� �-- ;;;,� I �I ♦ { ��T�t ... � . Y!�MS�f♦ �a�� tt'�I��i`�� "_�;e..- —___. . . �� T. P1 P1 O O 3 O �w��`�; '�~I� 3'' ��WI �'"' ri, � �,e�f �f f�. ��\� '��'°'..'�t rr��, � �. L, `ti �, a,a�� ,�.� -�. 13 �`�A F 0 COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 7:'GEORGIA CLAY' a SIATE TILE ROOFING O/EXTERIOR SHEATHING PER MANUF:DUNN EDWARD STRUCTURAL. TYPE:DE5181 PAINT 2:'SUNSET COVE' ❑2 NOT USED P2 MANUF:DUNN EDWARD TYPE:DEC708 a IARGE CUT STONE VENEER SET IN CEMENT PLASTER. P3 PAINT 3:'WHITE' MANUF:OUNN EDWARO 4❑STONE VENEER SET IN CEMENT PLASTER. TYPE:OEW380 P4 PAINT 4:'SHORTBREAD' a FABRIC AWNING SET ON ALUMINUM FRAME. MANUF:DUNN EOWARD TYPE:DE6134 a 6"IPE T8G WOOD BOARDS.CLEAR STAIN P� P5 PAINT 5:'WARM HEARTH' MANUF:DUNN EDWARD ❑CEDAR TRELLIS,BRACKETS,TRiM BOARDS,6 34 10 23 O 9 O O P'PE:DE6110 � FACIA BOARDS.STAINED OR PAINTED P6 PAINT 6:'GOLDEN CREST BOARD AND BATTEN WOOD SIDING O/EXTERIOR SHEATHING MANUF:DUNN EDWARO �PER STRUCT.,PAINTED. TYPE:DE5353 P7 PAINT 7:'ALPACA WOOL' �SMOOTH.STEEL TROWELLED CEMENT PLASTER MANUF DUNN EDWARD TYPE:DE6113 �CLEAR ANODIZED ALUMINUM STOREFRONT " O PAINT 8:'DRY DUNE" �� SYSTEM WITH CLEAR GLAZING +�t , � P8 MANUF:DUNN EOWARO 11 CLERESTORY WINDOWS WITH OPAQUE WHITE , � �+ TYPE:DE6114 FILM "� ��,y�O PAiNT 9:'ENGUSH SCONE' MANUF:DUNN EDWARD �2 MTL.FRAMED AWNING W;ALUMINUM PANELS ' ;; .``�' �yM x�-.-�, rrae:oee�oe � " .�__}�S.i f} �,�. --- --- ----- -- �� - ' �PAINT 10:'YUCATAN" 13 Z'EXTRUDED ALUMINUM REVEALS BY FRY A , � �� Y � � MANUF:DUNN EDWARD REGLET OR E�UIVALENT.CLEAR ANODI2ED. � �`��..t�r TYPE DE5269 14 ALUMINUM FRAMED AWNINCa W/GLASS CANOPY . ,a,R,p`�:�-'�y� �+�PAINT 1�:SUNDOWN' y ��yj.,�` MANUF:DUNN EDWARD ❑pRECAST STONE TRIM,SILL d MEDAILIONS BY VENTURA CAST y� � ,/,� TYPE DE5268 15 STONE,INC.,OR EQUIVALENT.TEXTURE:SMOOTH FINISH. ?� � "� A O ROOF t:"PIKE'S POINT' .----- ----°-----�------ -�----�-- j•. .'�.\� �;,�� R� MANUF:AMERICAN SLATE a BRICK VENEER SE7 IN PlASTER SYSTEM. _ � . •y,� TYPE SUTE TILE �'� (RUNNING BOND PATTERN) . t"� ... q � BRICK VENEER SET IN PLASTER SYSTEM. .._.• � ' �(DOUBLE SOLDIER COURSE) �it ��$� %�''�*F .T,s.��' ;n• O 17 L.E.D.SPOTLIGHT FIXTURES �� "� •�_�.�.�, v:��...�^� R3 ROOF 5:"ZINC-COTE' MANUF:BARRIDGE TYPE:STANOING SEAM METAL PANEL �$ CERAMIC TIIE SET IN PLASTER SYSTEM. �STONE 1:AS SELECTED BY OWNER/ARCHITECT �9 HM DOOR.PAINT TO MATCH ADJACENT WALL �STONE 2:"PONOEROSA VARIEGATED" 20 GAS METERS MANUF PENINSUTA BUILDING MATERIALS TYPE:STONE VENEER (q--- INOICATES BUILOING ADDRESS B� BRICKt:'OLD CHICAGO 8 PALOMINO BLEND" �� ES� L__J LOCATION-12'HIGH�ETTERS MANUF CORONADO STONE TYPE:BRICK VENEER � ALUMINUM CLAD PARAPET PRECAST STONE:'CHAMPAGNE' MANUF�VENTURA CAST STONE 23 ALUMINUM ANO GLASS FOLDING FRENCH DOOR SYSTEM SOUTH ELEVATION ��8� 1 n'PE:TR�M,CORNICE,SIIL 8 MEDALLIONS �PRECAST STONE:'DOESKIN" 24 ALUMINUM AND GLASS SUOtNG DOOR SVSTEM MANUF:VENTURA CAST STONE TYPE TRIM,CORNtCE.SILI a MEOALLIONS 25 STEEL FRAMEO SIGNAGE STRUCTURE;�E ePRECAST STONE:'LIMESTONE' STRUCTURAL DRAWINGS AND DETAILS MANUF:VENTURA CAST STONE 26 RETRACTABIE FABRIC AWNING. TYPE TRIM,CORNICE,SILL 8 MEOALLIONS �METAL PANEL'BONE WHITE' 27 METAL FRAME ANMING WJ PERfORATED METAL PANEIS MANUF:ALUCOBOND TYPE WALL PANEI �METAL PANEL:'ANODIZED CLEAR' 28 8RIC1(OR STONE VENEER EXPANSION JOINT MANUF:AIUCOBOND TYPE WALL PANEL �CEMENT PLASTER EXPANSION JOINT P� Q WOOD ST�AITM'BRIqC RED' a COPPER GUTTER AND DOWNSPOUT 3 9 O O TYPE'TRELUS,BRACKET,TRIM BRD 3 FAGA BRD �WOOD STAIN:'CLEAR STNN' 3� OVERFLOW DRAIN TO DAYUGHT AT BOTTOM OF MANUF:OLYMPIC w� TYPE TEG WOOD BQ4RD3 �DECORATIVE LIGHT FIXTURE.SEE ELECTRICAL �CERAMIC TILE 1:"DESERT SAND' 32 D�� MANUF:ALTA VISTA BY DALTILE KNOX BOX SYSTEM(KEY BOX)IOCATE PER FIRE TYPE CERAMIC TIIE 33 p{tEVENTION BUREAU REWIREMENTS Fl FRAME 1:CLEAR ANOOIZED � MANUF:KAWNEER a 8'X 8'ACCESSIBIUTV WINOOW DECAL — "-. "-.�`,�� TYPE:DOORlWINDOW FRAME rt � �-'�°� A1 AWNING:'BLACK' 35 IINE OF ROOF SLOPE BEYOND � � � a��s��+►��;�"�� MANUF:SUNBRELLA �y� -, �'� �`"�. TYPE:FABRIC AWNING � LINE OF ROOF DRA1NS AND OVERFIOW DRAINS � � t a..,,�'P` '�� BEYOND,CONNECT TO UNDERGROUNO STORM 4' �, "°'� �.,� �� O AWNING:'BLACKAND WHITE' AZ WATER SYSTEM PER CIVt� 1 . �4• �s 'xr °xt. MIWUF.SUNBREILA -� r"hr } TYPE FABRICAWNING �_► 1` � `� � "i� R� 37 PREFINISHED ALUMINUM CAP FLASHING � ��`'" � °�s`. ��';-. AWNING:'1NHITE' ,�l;��J��°'�",��'.j! OO MAfdUF:SUNBRELLA 38 6'-0'0 TOWER CLOCK SURFACE MOUNTED DIP�L �'�',j,, �+'j,' TYPE:FABRIC AWNING ;�,=. �y�_`:�i r s.-`� y° � ��y,� �• 39 WROUGHT IRON MEDALLION.SEE DETAIL t0/A7.7 �'ii`� ' 4O ROOF SCREEN,SEE DETAILS 10/A7.8 _ I�ei°��' �'"T� �,! 41 MECHANICAL ROOF WELL WJ SCREEN c.. ; � :� ��,« . 1 42 POTENTIAI pOORS FOR FUTURE TENANT 43 BOARD AND BATTEN SCARF JOINT NORTH ELEVATION I ��8" I 4 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 II K E M 4!i M R O D R 1 G U L a a V A X I N:N S V(; ��6 N o r t n w��a m s n R o a a 5 u��e z a o NOVnt1.n V •r . G A 6 5 G.B E 5.0�J:, CONSUITAHi �� S�:4.�y� Roav''•.,T �:;�� ;�� '�C12.818 *:�63013�?Q t!'�:, ` ��F CA`,F� ='ti..,,w� ,��,4• : .,,� �� t �� _ ��I 1 -��---------�,..�,. f aplNr r��nsioN 11.15.12 02.08.13 02.28.13 PLAN CHECK SUBMITTAL SET RESPONSE TO PLAN CHECK 1 ASA REVISIONS weo.�cT no. 22.559 o�Te t 1.15.2012 a+""^+8� � AS SHOWN C1fCKE0/Y COLOR ELEVATIONS PAD 1 5C1 .0 O2Dt3 KENNETH RODRIOUES 8 PAtiT►ERS.qVC. 00 P1 +26'-0" ` -s---- R' �' ° . 1L.� - �._�,*i w_. � �'p �° , *'`�' pd� F ^.;`. �z� , . a�•�+"�� LqyY �•"i q�� ..��;-�" �� .J,,.;...�Jc�~�, C � �� ': �� P1 , -- - --- ---- ---- _ -- --- --------- Res.14-122 -(Condition 12)Prior to issuance of building permits,the applicant shall revise material#18(Ceramic Tile-Alta Vista Daltile or Equivalent)on the Material Board(Sheet MB-1),and as it occurs throughout the project plans,with a higher quality stone or equivalent to the satisfaction of the Director of Community Development. The following is the material selection made by the applicant: 'S.Pad 2=Quartz,China Gold �, 0 � 5 � + �:4,, :�7" � ----��.�� 'fi , � ' ,� +2�-�' ..�:� - -- ;:�w r � �� RF p k¢p ♦5•�,'�. .- `�1�,` r �°.� �r �_ -�1�ld' :�{,� �'�� n,g a�� .�s EAST ELEVATION ��8• I 3 0 0 0 0 0 �t' f NORTH ELEVATION I ��8" I 4 0 0 0 0 0 ,� 'e�� , ..x' SOUTH ELEVATIO 0 00 �� COLOR/MATERIAL KEYNOTES SHEET KEYNOTES P� PAINT 1:'GEORGIA CLAY' a SLATE TILE ROOFING O/EXTERIOR SHEATHING PER MANUF:DUNN EDWARD STRUCTURAL. TYPE:DE5181 PAINT 2:"SUNSET COVE' ��`10T USED P2 MANUF:DUNN EDWARD TYPE:OEC708 a LARGE CUT STONE VENEER SET IN CEMENT PLASTER. P3 PAINT3:'WHITE' MANUF:DUNN EDWARD a ST(NJF VFNFFR SFT IN CFMFNT Pl ASTFR. TVPE:DEW380 P4 PAINT 4:'SHORTBREAD' �FABRIC AWNING SET ON AWMINUM FRAME. MAWUF:DUNN EDWARD TYPE:DE6134 P5 PAINT 5:'WARM HEARTH' F1 B'IPE T&G WOOD BOARDS.CLEAR STAIN MANUF:DUNN EDWARD CEDAR TRELUS.BRACKETS,TRIM BOARDS,3 TYPE:DE6110 a FACIA BOARDS.STAINED OR PAINTED PAINT 6:'GOLDEN CREST' P6 MANUF:DUNN EDWARD a BOARD AND BATTEN WOOD SIDING O/EXTERIOR SHEATHING PER STRUCT.,PAINTED. NPE:DE5353 P7 PAINT 7:"ALPACA WOOL' � SMOOTH.STEEL TROWEIIED CEMENT P�ASTER MANUF:DUNN EDWARD TYPE:DE6113 CLEAR ANODIZED ALUMINUM STOREFRONT OPS PAINT 8:'DRV DUNE' �� SYSTEM WITH CLEAR GIAZING MANUF:DUNN EDWARD TVPE:DE6114 �� CLERESTORY WINDOWS WITH OPAQUE WHITE FILM . P9 PAINT 9''ENGLISH SCONE' M/WUF:DUNN EDWARD �2 MTL.FRAMED AWNING W/ALUMINUM PANELS TYPE DE6108 a„ �PAINT 10:'YUCATAN" 13 2'EXTRUDED ALUMINUM REVEALS BY FRY MANUF:DUNN EDWARD REGLET OR EQUIVALENT.CLEAR ANODIZED. TYPE'DE5289 PAINT 11:'SUNDOWN' 14 ALUMINUM FRAMED AWNING W!G�ASS CANOPY '� �MANUF:DUNN EDWARO PRECAST STONE TRIM,SIIL d MEDALLIONS BY VENTURA CAST TYPE:DE5268 15 STONE,INC.,OR EQUIVALENT.TEXTURE:SMOOTH FINISH. Rl ROOF 1:'PIKE'S POINT" MANUF:AMERICAN SLATE BRICK VENEER SET IN PLASTER SYSTEM. T1'PE:SLATE TI�E s�� (RUNNING BOND PATTERN) � BRICK VENEER SET IN PIASTER SYSTEM. (DOUBLE SOLDIER COURSE) R3 ROOF 5:'ZINGCOTE' 17 L E.D.SPOTLIGHT FIXTURES MANUF:BARRiDGE TYPE:STANOING SEAM METAL PANEL �8 CERAMIC TIIE SET IN PLASTER SYSTEM. �STONE 1,�,g SELECTED BY '�J OWNERlARCHRECT �g HM DOOR.PAINT TO MATCH ADJACENT WALL � STONE 2"PONOEROSA VARIEGATED" 20 GAS METERS MANUF:PENINSULA BUILDING MATERIALS TYPE:STONE VENEER r-- INDICATES BUILDING ADDRESS B� BRICKI:'OLDCHICAG08PAlOMINOBLEND' 21 �RES� �___J LOCATION-12'HIGH LETTERS MANUF:CORONADO STONE TYPE:BRICK VENEER 22 ALUMINUM CI.AD PARAPET PRECAST STONE:'CHAMPAGNE' MANUF:VENTURA CAST STONE 23 ALUMtNUM AND GLASS FOLDING FRENCH DOOR SYSTEM N 1/8" 1 TYPE:TRIM,CORNICE.SILL d MEDALLIONS �PRECAST STONE:'DOESKIM 24 ALUMtNUM ANO GLASS SLID�NG OOOR SYSTEM MANUF:VENTURA CAST STONE TYPE TRIM,CORNICE,S�LL 8 MEDALLIONS 25 STEEL FRAMED SIGNAGE STRUCTURE;SEE �PRECAST STONE:"LIMESTONE' STRUCTURAL DRAWINGS AND DETAILS MANUF:VENTURA CAST STONE 26 RETRACTABLE FABRIC AYVNING. TYPE:TRIM,CORNICE,SILL d MEDALLIONS �METAL PANEL:'BONE WNITE' Z) METAL FRAME AWNING Wl PERFORATED METAL PANELS MANUF:ALUCOBOND TVPE:WALL PANEL �METAL PANEL'ANODIZED CLEAR' 28 BRICK OR STONE VENEER EXPANSION JOINT MANUF ALUCOBOND ) TVP£:WALL PANEL � CEMENT PLASTER EXPANSION JOINT QWOOD STAIN:'BRICK RED" MANUF:OLYMPIC a COPPER GUTTER AND DOWNSPOUT TYpE:TRELLIS,BRACKET,TRtM BRD&FACIA BRD eWOOD STAIN:'CLEAR STAIN' 3� OVERFLOW DRAIN TO DAYLIGNT AT BOTTOM OF MANUF:O�VMPIC w�� TYPE:TdG WOOD BOAROS ❑OECORATNE LIGHT FiXTURE,SEE ELECTRICJIL ' �T CERAMIC TILE 1:'DESERT SAND' 32 DRAW�NGS MMIUF:ALTA VISTA BY DALT�E KNOX BOX SVSTEM(KEY BOX)LOCATE PER FIRE }�..(r� TYPE:CERAM�C TILE 33 pREVENTION BUREAU REQUIREMENTS '-'�'-- " i+ FRAME 1:CLEAR ANOOIZED �� '��,� F� MANUF:KANMEER �6'X 6'ACCESSIBIUTY WINDOW DECAL s � ,�,'�* - TYPE:DOORlWINDOW FRAME � ��`'� �� A� AWNING:'BLACK' �LINE OF ROOF SLOPE BEVOND ,$„�Y.��1�Y r� M/WUF:SUNBRELLA �,� �e� TYPE:fABRIC AWNING LINE OF ROOF ORAINS ANO OVERFIOW DRAINS " �.�+ . � BEYOND,CONNECT TO UNDERGROUNO STORM � � y'A-.,: � j � AWNING:'BLACK AND WHITE' WATER SYSTEM PER CIVIL '�'= �•~ � MANUF:SUNBRELLA � .''"�� TYPE:FABRIC AWNING 37 PREFINISHEO ALUMIWUM CAP FlA3HING Z�•r��r"' _. � AWNING:'WHITE' ��f�J ,�t '�. r" O MANUF:SUNBRELLA , � �6'-0'0 TOWER CIOCK SURFACE MOUNTED DIAL ' �.,�' � ' TYPE:FABRIC AWNIMG 39 WROUGHT IRON MEDALLION.SEE DETAIL 70/A7.T �'�"? 4O ROOF SCREEN E DETAIL 1 A7. � � ,s� s a a YSr�� 41 MECMANK'.AL ROOF WELL W/SCREEN 42 P07ENTIAL DOORS FOR FUTURE TENANT 43 BOARD AND BATTEN SCARF JOINT WEST ELEVATION � ��e° I 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E'N R 0 D F I 6 U L 5 0 V�H t n=H 5 Y C. 1�5 N o r i n W��•m�� N o�d 9 u��• 2 0 0 wo.�i.�., v •. . c r �s o c e s o�o 0 coNSU�ta+r S�A�ti i G`P�� '•�t� �� ':c� �,�:"�C12818 T:*t '�63013p g �`N�. ;,•°Q �•.. 9�c�CA�� r�+�,v N � _ �, i J`_, _.._ ' �, /,o�\ I i ----`;�;`-- - � I - � f�. �, , . , , _ � , REV14iON 11.15.12 02.08.13 02.28.13 PLAN CHECK SUBMITTAL SET RESPONSE TO PIAN CHECK 1 ASA REVISIONS PR0.IECTNO. 22.�JS9 pATE �i.i�J.��2 °R"""'B`' � AS SHOWN CHECKEp BY COLOR ELEVATIONS PAD 2 5C1 . 1 O2013 KEtNETM RODit10UE8 L PARTNER9.INC. . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA RETAIL / OFFICE FLEX BUILDINGS 1 & 2 ■ V I C I N I T Y Y A P ■ ■ P R 0 J B C T T B � Y ■ ■ S H � B ■ DBFBRRBD SUBYITTALS ■ THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM 0 W N E R / D E V E L 0 P E R MAIN STREET CUPERTINO AGGREGATOR, LLC. 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H I T E C T KENNETH RODRIGUES d� PARTNERS, INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H 0 T E L A R C H I T E C T DM8 ARCHITECTS 8911 Research Orive,1st Floor Irvine,CA. 92618 C I V i L E N G I N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANDSCAPE ARCHiTECT THE GUZZARDO PARTNERSHIP� INC. 181 Greenwich SVeet San Francisco,CA. 94111 �ARKINO OARAOE ENOINEER INTERNATIONAI PARKING DfSIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 � � T I N D B g ■ QAQ,Q COVER SHEET Phone 650.344.1500 x 117 Fax 650.344.0652 dA2.0 ELEVATIONS RETAIL/OFFICE FLEX 1 Contact Kevin Dare �,� ELEVATIONS RETAIUOFFICE fLEX 2 Nandy Kumar Karen Ngo dA3.0 FIRST FLOOR PLAN RETAIL FLEX 1 �,� SECOND FLOOR PLAN OFFICE FLEX 1 Phone 650.965.0700 6A3.Z FIRST FLOOR PLAN RETAIL FLEX 2 Fax 650.960.0707 6A33 SECOND FLOOR PLAN OFFICE FLEX 2 Contact Kenneth Rodrigues,FAIA dA4.0 ROOF PLAN AND BUILDING SECTION RETAIL/OFFICE FLEX 1 Kevin Jones �µ,� ROOF PLAN AND BUUILDING SECTION RETAIUOFFICE FLEX 2 �,O FLOOR AREA CALCULATIONS RETAIUOFFICE FLEX 1&2 Phone 949.272.0200 ��,p COLOR ELEVATIONS RETAIUOFFICE FLEX 1 Fax 949.272.0201 Contact Henry Wong 6C1,1 COLOR ELEVATIONS RETAIUOFFICE FLEX 2 Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana ■ PLANNING PBRYIT FILB N0 . ■ APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-2008-01),ARCHITECTURAL AND SITE APPROVAL(ASA-200&06),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) -Y.-......`....,..�%,_. . •..,.,.,._......r•..,.�-,�-.. .�... . .... �, ! • _ F � ,.�1�, �%�p�:�. 1 L�9'�/�,�/��I •-� //�I +� �, � t�1 r � k'!:♦ . ai/�ii�Yi�YS+Mw,+�.-.,�F��' a . i �ly;�:,r.cs:r.:.�u�::?�:;. s-� ,;� �Y ,t ..,..---= ..i � wi"I��• A^ �4•L�a�. . _ w�•':.iY1•-J..3��.'�� ._ — _,— f..:�r �.,a'�.tiN:;+'i`.i'�s�....,.�.�.,,.�.,,,��/�...... �.u,:a SE�^i�iu�c 1 t'�s:i►i�c�:��r � ► . � r.�wr .a • i.....�� • SCOPB OF TORg 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF 2 NEW RETAIUOFFICE SHELL BUILDINGS TOTALING 39,170 S.F. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISH�NGS AND SITE AMENITIES. 4.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 5.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTiNO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T H R O D R I G U E S 8 P A R T N E R S I N C. ��5 n o�i n w n i s m.� a o.a, s�i�s x o 0 Me��.i� v�.w . c n a e o.a e s.o�o 0 (.'ONSUITANT S�ARC�y '�.V�,�P Ro��C'� ,��C12,818 T* �6•30•15� N��OF CA��,Q /II� ��/� ! „ �!. . �, .�_.�'�� •::� :__ � :� �r . :. a l: .w...�...w�� :.�._«�.,..... !��1�:, �j`��j�:..��e J rtEVisan �ao.�cr rw. 22.559 on� 12.13.13 DRAWNBY SCALE � CHECKED BY RETAIUOFFICE FLEX 1 & 2 COVER SHEET 6A0.0 O2013 KENNE7N RODRIGUES 6 PARTNERS,INC. Res.14-122 -(Condition#8)A pedestrian gateway feature shall be required between Shops 2 and Shops 3,and between the Flex Retail and Hotel buildings.Final gateway designs shall be reviewed and approved by the Director of Community Development prior to issuance of bui►ding permits. SHEET KEYNOTES STEEL TUBE FRAMING � aniNTE� GARAGE GARAGE ENTRY SIGN 1a SMOOTH,STEEL TROWELLED CEMENT PLASTER. SEE GARAGE RETAIL/OFFICE FLEX 1 PLANS RETAIUOFFICE F�EX 2 a CLEAR ANODIZED ALUMINUM STOREFRONT SIGNAGE SYSTEM NATH CLEAR GLAZING O O O O O O O O O O O�' O O O O O �' �2 O 14 O 7'EXTRUDED�UMINUM REV�LS BY FRY I �REGLET OR EQUIVALENT TEEL MESH SCREEN IN ( ( ( I � T �I I I I I �A�SKAN YELLOW CEDAR TRELLIS;STAINED.SEE SHEET � METAL FRAME-PAINTED � � I � � STEEL TUBE COLUMN � I I I I I I I I i I�I I I I I I I I I I I a ALUMINUM FRAMED AWNING W/GLASS CANOPY � I� I 1 I I CONCRETE COLUMN - - � PRECAST STONE CORNICE BY VENTURA CAST STONE,INC.,OR E�UIVALENT.TEXTURE:SMOOTH FINISH. II�I STANDING SEAM METAL PANEL ROOFING O/EXTERIOR � SHEATHING PER STRUCT.BY BERRIDGE OR EQUIVALENT. CONCRETE REVEAL -- I! � 8❑CEMENT PLASTER EXPANSION JOINT � 6'-9"CLR. � �OVERFLOW DRAIN CONCEALED IN WALL- DAYLIGHT AT BOTTOM OF WALL FRONT ELEVATION SIDE ELEVATION 10 ROOF DRAIN CONCEALED IN WALL;CONNECT TO �_. .�—�—�.�--r--T^� PEDESTRIAN GARAGE ENTRY SIGN v4" 5� OVERALL SOUTH ELEVATION 1/32° STORMSEWERSYSTEM 1 11 IPE BOARD SIDING W1TH CLEAR SEALER � Z 3 4 rJ 6 ] $ 9 12 IPE BOARDS,SPACED TO FORM SUNSHADE 4 6 31 13 21 3 1 22 26 5 n 16 25 Y13 LINE OF ROOF SLOPE BEYOND 38_�Q 22 GARAGE STRUCTURE;SEE GARA6E PLANS AND - -� I I I � 14 ELEVATIONS 37'-10" �--------------------- - -- ----- --- ------ --------- ' -------------------------—_—_—_ ____—___ _—_ __.______— � HORIZONTAL T8G IPE BOARD SIDING OVER EXTERIOR � i �5 SHEATHING&METAL FRAMING,SEE STRUCTURAL DRAVVINGS � � HORIZONTAL CORRUGATED METAL SIDING I I I I I I I 16 ROOFSCREEN p � �7 MILK WHITE SPANDREL GLASS 2 V�-O�� 18 ALUMINUM ROLL-UP DOOR SYSTEM 22'8 ____ __ ii �g 6"X6"ACCESSIBILITYNANDOWDECAL SECOND FLOOR(OFFICE FLEX 1) ' 2'-0"HIGH CANTILEVERED METAL CANOPY VNTH � i �� 20 POWDER-COAT FINISH �� i i 2� STONE VENEER SET IN CEMENT PLASTER. �� 14 22 CLEAR ANODIZED ALUMINUM&GLASS ROLL-UP i DOOR SYSTEM �� ❑ CLEAR ANODIZED ALUMINUM BREAK SHAPE TO MATCH �� 23 � ADJACENT ALUMINUM � 24 GARAGE ENTRY SIGNAGE-DEFERRED SUBMITTAL i i i i i 25 LINE OF ROOF BEHIND PAR,4PET O�-O�� __ ' o 0 26 FUTURE SI6NAGE U U I,� 27 PAINTED HISTORIC CUPERTINO IMAGERY ON CONCRETE 23 10 9 19 GARAGE WALL,VNTH ACCENT LIGHTING 2$ BLADE AWNING NOTE:ALL STONE PRODUCTS ARE AS SUPPLIED 29 PRECAST STONE SILL g� FIXED ROLL-UP DOOR BY PENINSULA BUILDING MATERIALS. S O U T H E L EVAT I O N 1/H�� 3� GAS METER LOCATION 32 ENT�RY SRGN GARAGE I � � 27 � 22 16 2 i � 8 1 � 21 22 T 13 6 31 T E1 7 4 22 16 D1 6 C1 21 61 3 A1 26 I I 38'-10" I I ( �----- �' 38,_�� i i i —-- ----- --�----- --- ----1----——-----------37�_�0" --- - ,,----------- - ----- —�, ; `; I I ( � i i i i i ; ; i i � � _.sa�„ � � --------------------- � � ---- --- � � � I i i i 22�_$�� SECOND FLOOR(OFFICE FLEX 1) I '�`----------- -�--------'I \ \ , ,-.-. ,_,.._ T � } f- ( � � ,� � �� ,� i . i i i ! � � . , , , , r � Q,�„ � �� NOTE:TRELLiS NOT SHOWN FOR 23 30 � 32 23 CLARITY-SEE SHT.A8.4 NORTH ELEVATION ��$" 4 WEST ELEVATION ��$" 3 MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R 0 D R I G U E 5 a P A R T N E R 5 I N C. aas No��n wn�.ma� rto.a, s��e zao M o u n 1�i n V I e w . r q 6 5 0.9 6 5.0 t 0 0 CONSULTANT °°5Ep"ARC'"�,,, ;�'�C�� 'yij;"�*:, :`V��p, Q"v�tF��£ _� •� ��g rZ C12,818 T *_ z Ns��6 30�15 Sf�= :� ��.` y�o.�d��,'` '9� F CAL ` ��hiiHiiii�i4�liliiiirN�11��1\�� Kevnnnv N a � r �� ❑ REVISION PROJECTNO. ZL,SS9 DAlE 12.13.13 aznwN av scu.e AS SHOWN CHEGKEDBY ELEVATIONS RETAIL/OFFICE FLEX 1 6A2.0 O2013 KENNETH RODRIGUES 6 PARTNERS,INC. ■ SHEET KEYNOTES GARAGE a SMOOTH,STEEL TROWELLED CEMENT PLASTER. SEE GARAGE RETAIL/OFFICE FLEX 1 PLANS RETAIUOFFICE FLEX 2 GARAGE ENTRY SIGN a CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING 'O OO OO O° OO eO O' eO OO 'O OO Z' OO °O SO 6O OO �' '2 OO O �2'EXTRUDED ALUMINUM REVEALS BY FRY I I I I I ( I I I I I _J I 4 REGLET OR E�UIVALENT 0 �A8 4SKAN YELLOW CEDAR TRELLIS;STAINED.SEE SHEET �_ I I I I I I I I I I I I I I I I;~ I I I � ALUMINUM FRAMED AWNING W/GIASS CANOPY Q �� PRECAST STONE CORNICE BY VENTURA CAST STONE,INC.,OR ' ' " "' - � EQUIVALENT.TEXTURE:SMOOTH FINISH. t��r .. �j' � STANDING SEAM METAL PANEL ROOFING O/EXTERIOR '� ri ; �SHEATHING PER STRUCT.BY BERRIDGE OR EQUIVALENT. :.�� .:...:..q� .,:.y...... ,...: ...�.. ..,..._ .,,..__ � 8❑CEMENT PLASTER EXPANSION JOINT � � �� a OVERFLOW DRAIN CONCEALED IN WALL- DAYLIGHT AT BOTTOM OF WALL �O ROOF DRAIN CONCEALED IN WALL;CONNECT TO OVERALL SOUTH ELEVATION ,�32° STORMSEWERSYSTEM 1 11 IPE BOARO SIDING WITH CLEAR SEALER n n 2� n n � � 12 IPE BOARDS,SPACED TO FORM SUNSHADE LINE OF Y 17 Y 1 20 2 17 T 2 28 16 29 8 Y 11 1 17 14 20 GARAGE i � � i i i � 13 LINE OF ROOF SLOPE BEYOND LOBBY � � 14 GARAGE STRUCTURE;SEE GARAGE PLANS AND 1 43'-5" ELEVATI ONS �----------------------- ,15 HORIZONTAL T8G IPE BOARD SIDING OVER EXTERIOR ( I I I I I I SHEATHING 8 METAL FRAMING,SEE STRUCTURAL DRAWINGS � ❑HORIZONTAL CORRUGATED METAL SIDING � --------------------3T=5" 16 ROOF SCREEN � 17 MILK WHITE SPANDREL GLASS } I I I � �--------------------31��8�� 18 ALUMINUM ROLL-UP DOOR SYSTEM � I � 29,_8,� � � � 19 8'X 8'ACCESSIBILITY WINDOW DECAL �W 2'-0"HIGH CANTILEVERED METAL CANOPY WITH �� 20 POWDER-COAT FINISH 22�_8,� �� --------------------- I� SECOND FLOOR(OFFICE FLEX 2) 2� STONE VENEER SET IN CEMENT PLASTER. � I� 22 CLEAR ANODIZED ALUMINUM&GLASS ROLL-UP � 16'-O" DOOR SYSTEM ----------------------- CLEAR ANODIZED ALUMINUM BREAK SHAPE TO MATCH ' 23 ADJACENTALUMINUM . --------------------�?�-�� 24 GARAGE ENTRY SIGNAGE-DEFERRED SUBMITfAL V � 25 LINE OF ROOF BEHIND PARAPET � /� � 2B FUTURE SIGNAGE �, t � � 27 PAINTED HISTORIC CUPERTINO IMAGERY ON CONCRETE O'-O° GARAGE WALL,WITH ACCENT LIGHTING ----------------------- 14 15 � 2 �2 2 28 BLADEAWNING 29 PRECAST STONE SILL 31 FIXED ROLL-UP DOOR SOUTH ELEVATION ��8�� 2 30 GASMETERLOCATION 32 ENT�RYSIGN GARAGE (/�� Y 20 17 2 7.1 29 28 16 � 14 1 2 17 20 15 � 24 � 15 24 C2 18 1 2 D2 8 16 13 E2 ■ � � � I I ' ' ' I I 1 44�_4" I , 38'-10" 42'-4�----�.� ------ ---------43�-5�� -------- ` � 8�� 40'-0" 40'-0" seisMic �__ ----- ------------ --------- JOINT 37'-5" 38�_9„_�_ f I � ------ ------------ --- ------------ --- ----- ------- ------------ ----- --- } ;� - - a ',,; . 31�-8" LINE OF � ; --------- � 29,-8„ } GARAGE --------- WALL Z .;s V � � � U �,. y ,. _ 22�_$�� 22�_8�� ---- i ----- ----- Q ( 2ND FL. 2ND FL. � � :e � n ,2�-0• ,2�_�,� ;��" �;:>� � � ��'�� ' � ':� �� , � � � ,�'� � � --------- � �/ � ; �/ +�•' � � � � � � � ; so i . ��_�„ �,_.� \ i----------� � SOUTH ELEVATION (CONTINUED) 18�� 4 EAST ELEVATION ��8�� 3 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 i V R R T N E R 5 I N C. a�5 N o�i n w n i•m e n n o a a, s�i i a z o 0 M o u n�a I n V i e w . C� 6 5 0.9 6 S.0)0 0 CANSULTANT .��pMMMN4��y, ARCy . �V�P��'C.�,��n. �,k�Ct2,818 T*� �#��6•30•15�� *� ��F CA��,�"' reurwumwm"y° -_� �II� I�, �. „ , /�` ',: � � . ��r,------ E �I !�=L! ��1� � .w» www�W � � t_,,'....� �,1:� .,�,��ii ....: .. REVISION PHO.�cT rro. 11.bb9 on� 1 Z.13.13 oruvuNar sca.e AS SHOWN cr+ec�o er ELEVATIONS RETAIL/OFFICE FLEX 2 6A2. 1 O2011 KENNETH RODRIGUES 6 PAR7NERS,INC. SHEET KEYNOTES aEXTERIOR METAL STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) � ALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GLAZING � STOREFRONT ENTRY DOOR WITH CLEAR GLAZING aLINE OF SECOND FLOOR ABOVE aHOLLOW METAL DOOR,PAINT FINISH.SEE DOOR SCHEDULE aCONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS � SANITARY SEWER LINE,SEE CIVIL&PLUMBING DRAWINGS aGREASE WASTE LINE,SEE CIVIL 8�PLUMBING DWGS � ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT lAYOUT 10 GAS METERS,SEE PLUMBING DWGS. 0 � � �� RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF 12 COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 13 TRELLIS ABOVE 14 FIRE SPRINK�ER MAIN RISER 15 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS �g STRUCTURAL COLUMN,SEE STRUCT.DWGS. �� CONCRETE FILL OVER METAL DECKING;SEE STRUCTURAL DRAWINGS 18 ROOF ACCESS HATCH AND LADDER 19 MECHANICAL SHAFT-FINAL LOCATION 8 NUMBER TO BE DETERMINED BY TENANT IMPROVEMENTS 20 GARAGE ENTRY SIGNAGE-DEFERRED SUBMITTAL 2� FOR GARAGE PLAN-SEE GARAGE DRAWINGS 22 TACTILE EXIT SIGN"EXIT",PER CBC 1011.3 AND 1117.6.5.1 Z3 TACTILE EXIT SIGN"EXIT STAIR DOWN",PER CBC 1011.3 AND 1117.B.5.1 24 TACTILE EXIT SIGN"TO EXIT",PER CBC 1011.3 AND 1117.B.5.1 LEGEND EXTERIOR WALL(NON-RATED) EXTERIOR FINISH SYSTEM OVER 1/2"EXT. GRADE SHEATHING OVER 8"METAL STUD FRAMING � EXTERIOR WALL(1-HR RATED) EXTERIOR FINISH SYSTEM OVER 1/2"EXT. GRADE SHEATHING OVER 8"METAL STUD FRAMING W/1 LAYER TYPE"X"GYP.BOARD ON INTERIOR FACE. � EXTERIOR WALL(2-HR RATED)-UL DES U415-C SHAFT WALL CONSTRUCTION W/2 LAYERS 5/8" TYPE"X"GYP.BOARD ON INTERIOR FACE&1" GYP.SHAFT LINER W/MOLD-RESISTANT FACE, ON 6"C-H METAL STUDS. GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET INTERIOR WAIL(NON-RATED) 2. SEE STRUCT'L DWGS FOR FRAMING 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER AND SEE ELEVATIONS FOR FINISH 8"METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE. 3. BUILDING ACCESSIBILITY FOR RETAIL/FLEX 1&2 IS PROVIDED BY � INTERIOR WALL(1 HR RATED) ELEVATOR�N GARAGE PEDESTRIAN 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER WALKWAY,IN COMPLIANCE WITH CBC 8"METAL STUD FRAMING, EXTEND TO 11036. SEE GARAGE PLANS FOR UNDERSIDE OF STRUCTURE ABOVE ELEVATOR DETAILS. ELEVATORS ARE WITHIN 200 FT.OF TRAVEL TO STAIRS RWL RAIN WATER LEADER (CBC 11036.2) OD OVERFLOW DRAIN �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE �-�--�+^'-'�'�"'"' � O WINDOW TYPE��ION,5EE WINDOW 1 SCHEDULE 12'-0 DENOTES HEI�T OF SOFFIT ��„��.y�� l�� r ��t,t°�'s��a v + `{;.,�..�t��` . A ��'�t,:�►:- a ...�, " , ;�'R;sr�'t�s�"ry.5p} .�`�" f , .. . .°'Y, �,.. ..•�e.. .�..._..L:;:�f �5�� `'u., -r�f4 �/ r��__.._.. ^ � ..•: �_ L �+��.�► .► :��.°a"�"' FIRST FLOOR PLAN -RETAIL FLEX 1 (5,176 SF BUILDING AREA; 6,334 SF CBC GROSS AREA) � ��$• � 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 �� 11 E N N E T H R O D R I G U E 8 8 P�R T N E R S I N C. �5 N o r 1� W�I�m�n R o�A, S u I 1� ]0 0 o u n 1�1 n V 1 a w . C A E 5 0.i E S.0]0 0 S�AR�y tiv� i� �"��,�c� *�C12,818 T* �6•30�15� N��OF CA`��,� �II� �i.►� � �� / ■� ��"�\ �`' ��--_- � � � �' _��:,�.-r�' '_ �' � - t ��...... �,��.: ,�■;��,::..�.: , �� o,�cr No. 22.559 oA� 12.13.13 onnw�+ev scue AS SHOWN CHECKEDBY FIRST FLOOR PLAN RETAIL FLEX 1 6A3.0 O2(H3 KENNETH RODFtI(iUES 8 PARTNERS,INC. SHEET KEYNOTES LEGEND GENERAL NOTES EXTERIOR METAL STUD FRAMED WALL CONSTRUCTED �� INWATER LEADER,EXTEND TO 5'BEYOND BLDG. 2� FOR GARAGE PLAN-SEE GARAGE 1. NOT ALL NOTES APPLY TO THIS SHEET � � SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. DRAWINGS ON 6"CONCRETE CURB(WHERE OCCURS) EXTERIOR WALL(NON-RATED) INTERIOR WALL(NON-RATED) � ALUMINUM STOREFRONT WINDOW SYSTEM WITH OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF 22 TACTILE EXIT SIGN"EXIT",PER EXTERIOR FINISH SYSTEM OVER 1/2"EXT. 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 2• SEE STRUCT'L DWGS FOR FRAMING CENTER SET CIEAR GLAZING 12 COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT � CBC 1011.3 AND 1117.B.5.1 GRADE SHEATHING OVER 8"METAL STUD 8"METAL STUD FRAMING, EXTEND TO AND SEE ELEVATIONS FOR FINISH LANDSCAPE AREAS FRAMING UNDERSIDE OF STRUCTURE. 3. BUILDING ACCESSIBILITY FOR �3 STOREFRONT ENTRY DOOR WITH CLEAR TACTILE EXIT SIGN"EXIT STAIR DOWN",PER CBC 1011.3 AND RETAIL/FLEX 1 8 2 IS PROVIDED BY GLAZING 13 TRELLIS ABOVE 23 � EXTERIOR WALL(1-HR RATED) � INTERIOR WALL(1 HR RATED) ELEVATOR IN GARAGE PEDESTRIAN ��17�B�5�� 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 4❑ IINE OF SECOND FLOOR ABOVE EXTERIOR FINISH SYSTEM OVER 1/2"EXT. WALKWAY,IN COMPLIANCE WITH CBC 14 FIRE SPRINKLER MAIN RISER 24 TACTILE EXIT SIGN"TO EXIT",PER GRADE SHEATHING OVER 8"METAL STUD 8"METAL STUD FRAMING, EXTEND TO 11036. SEE GARAGE PLANS FOR � HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR CBC 1011.3 AND 1117.6.5.1 FRAMING W/1 LAYER TYPE"X"GYP.BOARD SCHEDULE ❑ KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE UNDERSIDE OF STRUCTURE ABOVE ELEVATOR DETAILS. ELEVATORS ARE 15 ON INTERIOR FACE. WITHIN 200 FT.OF TRAVEL TO STAIRS � CONCRETE SLAB ON GRADE,SEE STRUCTURAL PREVENTION BUREAU REQUIREMENTS 6 DRAWINGS 1g STRUCTURAL COLUMN,SEE STRUCT.DWGS. � EXTERIOR WALL(2-HR RATED)-UL DES U415-C RWL RAIN WATER LEADER (CBC 11036.2) ' � SANITARY SEWER LINE,SEE CIVIL 8 P�UMBING SHAFT WALL CONSTRUCTION W/2 LAYERS 5/8" OD OVERFLOW DRAIN CONCRETE FILL OVER METAL DECKING;SEE DRAWINGS 17 TYPE"X"GYP.BOARD ON INTERIOR FACE&1" STRUCTURAL DRAWINGS GYP.SHAFT LINER W/MOLD-RESISTANT FACE, �o� DOOR TYPE DESIGNATION,SEE DOOR � GREASE WASTE LINE,SEE CIVIL 8 PLUMBING SCHEDULE DWGS 18 ROOF ACCESS HATCH AND LADDER ON 6"C-H METAL STUDS. � ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS MECHANICAL SHAFT-FINAL LOCATION 8 NUMBER O WINDOW TYPE DESIGNATION,SEE WINDOW FOR EQUIPMENT LAYOUT 19 TO BE DETERMINED BY TENANT IMPROVEMENTS SCHEDULE 10 GAS METERS,SEE PLUMBING DWGS. 20 GARAGE ENTRY SIGNAGE-DEFERRED SUBMITTAL 12'-0 DENOTES HEIGHT OF SOFFIT � � � 0 N V O � � � 0 N � � V � �� 8��'�w 3 � � � � Q 9 i 8'-11" 1'-7" 1'-7" { 16'-" 16'-0" 12'-0" 16'-0" � ;16'-5" � 21 I J 2'-5" 3� 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'- �"" =�° ,_� " SMIC SEPARATION TO GARAGE s>. 6'-9" 5'-3" 12'-0" 10'-0" a` 14'-0" 12'-0" �! ' __, w_��__.__._. � I I I !� � - - - - - �. �.,� � i � �2 0 � � � � �.: � � z � � �� !._. . �____ �� _�� _' . � �. I I I I I 23 N STAI R 2 I I I �6 I A,�T� /""�� 202 I i8 I I I /`'y `�'` Ir — jI'� — — — TI — — �_ �� ..d� # � I I I �> �. �� I I I I I I I ' � Q � - ! I 19 I I I FUTU�E�O'FICE I I 24 � m O N � � � � � � �' � .J Cj 00� — � — � — — — � — E w Hm t _...' a . .� I I I I I I I � "{ �� _`_:3 . �--- , I 2 I I I I � . I C I O I O I O I O I � - �^'..�'oT, 11 11 ` " � � � ,2 ,2 12'-�" 12'-0" 8'-0" 12'-0" 12'-0" 1'-7" 2'-5" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-5" 1'-7" MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T N R O D R I G U E S 8 P A R T N E R 8 I N C. ��5 N o r 1� W�I t m�n R o s E, 5 u 1 1 e 4 0 0 Mouo+.i� v�ew . c� e s o.c e s o�o 0 CqJSULTANT �`'�AR�'S'i �.v,�'°"R��c� *W C12,818 T* �s•so•�s� N9��CAL1F�~ �Ii� �' � „ .�� •::��:�— ■' : �', � �r — ——. � '� �. a..,_,� —��.,,,,.—,rw.... �. '.,,w� � �_•��...■ � �� `��:...: J REVISION v�o.�cT rro. 22.559 on� 12.13.13 DRNWNBV scue AS SHOWN CHECKED BY SECOND FLOOR PLAN OFFICE FLEX 1 6A3. 1 SECOND FLOOR PLAN - OFFICE FLEX 1 (4,500 SF) ��8� � I p p13KENNETHRODRIGUES6PARTNERS,INC. 21 � '� -- SEISMIC 8"�,j-j,��'�� JOINT�PI-�� o �__ � SEE SHEET A3.0 � FOR PEDESTRIAN WALKWAY&GEN. NOTE#3/A3.0 FOR o ACCESSIBILITY�N 25'-2" /J �I � . 1 i - � % � �� 1 � �. ; i Z I MEN 105 � c I(IRE MAI RISER �o ioa T � I � � � o � z - � � � `" O I OVERALL DIMENSION=276'-6"(TO FACE OF SHEATHING AT EXTERIOR WALL GRID LINE 9) 8"SEISMICSEPARATION SHEET KEYNOTES Q � Q Z� (4) � � TO GARAGE WALL NOT ALL NOTES APPLY TO THIS SHEET 7'-0" 29'-4" 41'-5" V 26'-8" 13'-4" EXTERIOR METAL STUD FRAMED WALL CONSTRUCTED � ;� a ON 6"CONCRETE CURB(WHERE OCCURS) ALUMINUM STOREFRONT WINDOW SYSTEM WITH �- - - - - �r - - - _ _ �..F- _ _ _ _,..� � _ a CENTER SET CLEAR GLAZING i � i ; � ; � ; _ i �3 STOREFRONT ENTRY DOOR WITH CIEAR •- •-�-•- �-�-•-•-�-�-•- •-- �- }-•-•-�-•-•-�-•-�-•-•-�-•-•-•-�-•-�-• �._._._._. . GLAZING --•- �-�-•- -�-�-�-�-•- •-•- - •-•-•-�-•-•-•-�-•-•-•-�-�- -•-•-•-• _'_'-'_'_. I �q LINEOFSECONDFLOORABOVE —� —�—•—•—•—•—•—•—�—�—•—•— —�� I � �g ABO�E 1 � 19 �g HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR I � �_ ` � SCHEDULE 7 a ABOVE ABO E �� CONCRETE SLAB ON GRADE,SEE STRUCTURAL I I �N <V I � I`� N � DRAWINGS � � SANITARY SEWER LINE,SEE CIVIL&PLUMBING � � � i I I � � DRAWINGS 16 FUTURE RETAIL I WOMEN — � — — — — — — — — — — — — — ioe FLEX2 � GREASE WASTE LINE,SEE CIVIL 8 PLUMBING � �o� � I � DWGS I I I � � � � '� a FOR EQUIPMENOTO A OUT LECTRICAL DRAWINGS �n , I 6 I Z j 10 GAS METERS,SEE PLUMBING DWGS. J I I I �� RAINWATER�EADER,EXTEND TO 5'BEYOND BLD _� � SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. I I I I I I �-v-.�_ a I° ° OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF VESTIBULE ��N N �2 COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT � 2 3 22 2 I I � LANDSCAPE AREAS io� � I I I I I I � 13 TRELLIS ABOVE 22 � 107 O O ��A O O � `O 14 FIRE SPRINKLER MAIN RISER - 15 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE I I I I � � PREVENTION BUREAU REQUIREMENTS �g STRUCTURAL COLUMN,SEE STRUCT.DWGS. 2 I I �� ° � �a> , q CONCRETE FILL OVER METAL DECKING;SEE 12 4 I 4 N �� STRUCTURAL DRAWINGS I � �-" M - - - I - - - - - - _ _ _ _ � _ _ 18 ROOF ACCESS HATCH AND LADDER ' ------- -- --------------- � ------------ -------- -------------- ------ e ' � 19 O BEADETERM NED BYITENANT IM RO EM NBSR 12'-5" 16'-9" 24'-9" 4 " 34'-0" 34'-0" � � 1'-7" 3'-0" 3'-0" 1'•7" 3'-0" 3'-0" 3��^ 3��• N 20 GARAGE ENTRY SIGNAGE-DEFERRED SUBMITTA FOR WALL TYPES @ RESTROOMS,SEE SHEET A7.0 0 � 0 � � 21 FOR CiARAGE PLAN-SEE(3�AAFiAGE FIRST FLOOR PLAN -RETAIL FLEX 2(13,110 SF BUILDING AREA; 16,488 CBC GROSS AREA) ��a° � DRAWINGS OVERALL DIMENSION=276'-6"(TO FACE OF SHEATHING AT EXTER�OR WALL GRID LINE 1) - Z 2z TACTILE EXIT SIGN"EXIT",PER o� CBC 1011.3 AND 1117.6.5.1 ` � Q 8'S 21 9 11_7~ N� 23 TACTILE EXIT SIGN"EXIT STAIR 26'-8"TO GRID 6 26'-8" 26'-8" 41'-5" �o� DOWN",PER CBC 1011.3 AND i� � 19'-0" 22'-5" � . 1117.B.5.1 � � TACTILE EXIT SIGN"TO EXIT",PER - -- ' - - - - �_ - r_ - I - - i - t,�l,_ - - ' _ � _� 24 CBC1011.3AND1117.6.5.1 � � � i i i i � ' 2�-0" ' �.—.—.—.—.—.—.—.—.—.—.—.——.— —._ �._._._._._._ ._. _._._._._._._._.�__ _._._� _._._._. � _. _ � •� ? LEGEND i._._._._._._._._._._.-�- -�--�-�-�-�-�-� -�-�-�-�-�-�-�-�-� ' :.�sev�.-� :-� - -. .-. v � STAIR 1 � � �. �g 102 22. 102 SEE STRUCTURAL DRAWINGS FOR FRAMIN�&SEE ELEVATIONS FOR FINISH � 1 � ' I I I ` � EXTERIOR WALL(NON-RATED) N ; 7 8 19 ABOVE ,{iESTw�i 9 � EXTERIOR FINISH SYSTEM OVER 1/2"EXT. `� I I I t�o = N GRADE SHEATHING OVER 8"METAL STUD � 110 � ELEC.ROOM 10 � FRAMING � �6 � � � �p-7• � 103 � � EXTERIOR WALL(1-HR RATED) � I EXTERIOR FINISH SYSTEM OVER 1/2"EXT. - - - � - - - - 103 Q - � I GRADE SHEATHING OVER 8"METAL STUD �-- ---� - - - }}I---- � FRAMING W/1 LAYER TYPE"X"GYP.BOARD � SHERIFF , ON INTERIOR FACE. Z i I FLTURE RETAIL I � 109 � � � ��Z � EXTERIOR WALL(2-HR RATED)-UL DES U415-C � � 101 � TRASH i I O I " o I �oa SHAFT WALL CONSTRUCTION W/2 LAYERS 5/8" I TYPE"X"GYP.BOARD ON INTERIOR FACE 8 1" o � ' I I I `'' I N �� o o GYP.SHAFT LINER W/MOLD-RESISTANT FACE, �� ON 6"C-H METAL STUDS. � � INTERIOR WALL(NON-RATED) N I N � N � 3 � I 2 22 3 •I 20 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER � 4 _ll� _ � 1 13'6 8"METAL STUD FRAMING EXTEND TO ( �� '� '�i.� ,� �� OC � � � ( � UNDERSIDE OF STRUCTURE. O o (CON'T) O 101C �A i io � � INTERIOR WALL(1 HR RATED) 20'-8" �� _ _____ j' __:� 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER � � � 8"METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE ABOVE I I 4 I 12'-10" 4'-5" � � RWL RAIN WATER LEADER I 4 1'-7" OD OVERFLOW DRAIN - - - - - - - � - - � - �� DOOR TYPE DESIGNATION,SEE DOOR ------------ ----- ------ ----------I- � O --'-- SCHEDULE 20'-8" 20'-8" 26'-0" 12'-5" ii �� q O WINDOW TYPE DESIGNATION,SEE WINDOW 3�'�" � 3�'�" 3�-0" � 3'-�" 3'-0" � 3'-0" � 12 � 1'-7" N SCHEDULE � 12'-0 DENOTES HEIGHT OF SOFFIT _ FIRST FLOOR PLAN -RETAIL FLEX 2 (CONTINUED) ��$° 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H q O D R I G U E 3 8 P A R T N E R 5 I N C. ��5 H o r t� W�i s m a n R o a U, 5 u 1 t• 3 0 0 ue��i•i� vi.w c n e s a.a e s.o�o 0 CONSULTANT 5�AR�y v�� W C12,81�T�� N��6�30•15�e 9��F CAL1��~ /II� �� „ �/� '�. ;\ �� :��;, ,�r =_-----. � :� �. ��rri�l� _. .�,,,. o,o,.r.1. ,� '^� . .,...�.� �, „ r��i■:..,.� � aev�.saN Pao.�cr ra. 22.559 on� 12.13.13 oanwN er scn�e AS SHOWN cHec�o er FIRST FLOOR PLAN RETAIL FLEX 2 6A3.2 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. OVERALL DIMENSION=276'-6"(TO FACE OF SHEATHING AT EXTERIOR WALL GRID LINE 9) 8"SEISMICSEPARATION SHEET KEYNOTES 1 �''�" �O � OO OO OO OO TO GARAGE WALL NOT ALL NOTES APPLY TO THIS SHEET 21 EXTERIOR METAL STUD FRAMED WALL CONSTRUCTED SEjS�NIT 8" 25'-2" 7'-0" 29'-4" 21 41'-5" 30'-0" 10'-0" � � ON 6"CONCRETE CURB(WHERE OCCURS) � ALUMINUM STOREFRONT WINDOW SYSTEM WITH -- - - _� a CENTER SET CLEAR GLAZING - T - - - - - - - - - }� - - - -- � 3❑ STOREFRONT ENTRY DOOR WITH CLEAR � GLAZING I � `�`� ;' ��` I � 4 LINE OF SECOND FLOOR ABOVE '� � I�``_-� ;�_-� I I I 19 I � � � � HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR � � SCHEDULE �' 1 N a CONCRETE SLAB ON GRADE,SEE STRUCTURAL N MEN woMEN I I 1 N DRAWINGS I I 2os 2os � � � i � SANITARY SEWER LINE,SEE CIVIL 8 PLUMBING I I I � FUTURE OFFICE ,,-,� FtEx 2 � DRAW I NGS - - � ' `` - � - - - - 2oi - - - - - - - f.ts � 1 GREASE WASTE LINE,SEE CIVIL&PLUMBING � N �� ;O _ — '-- - a DWGS SEE SHEETA3.0 FOR �/+H �6 D.F. , �� I � � � � a ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS � FOR E�UIPMENT LAYOUT i� PEDESTRIAN WALKW 208 I �w 10 GAS METERS,SEE PLUMBING DWGS. � AND GEN.NOTE#3/A3. 24 I ( I �Z RAINW F O R A C C E S S I B I L I T Y A T E R L E A D E R,E X T E N D T O 5'B E Y O N D B L D G T 0 7 VESTIBULE O 2 4 � I I= �� ? zo� �� g � I I �F o SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. � O ( I O V E R F L O W D R A I N T O D A Y L I G H T A T B O T T O M O F I I �� N �2 COLUMN(PROVIDE CONCRETE SPLASH BLOCK AT � LANDSCAPE AREAS 1 I I I i I I 1 1 13 TRELLIS ABOVE � � ^ I � 14 FIRE SPRINKLER MAIN RISER �-- -� - - - - - - - - - - - - - - - 1 — '- - � 15 PROEVENOT ON BUREAU REQUIREMENTS PER FIRE � � � � � � � ' ' � I I 2 �� 2 1 � 16 STRUCTURAL COLUMN,SEE STRUCT.DWGS. � I I I � CONCRETE FILL OVER METAL DECKING;SEE I I I O 12 I OK K K K � � o �� STRUCTURAL DRAWINGS -- - - - - - - - O O O �' � O I I � N - - - - - - - - — _ 18 ROOF ACCESS HATCH AND LADDER i� " 7,_11" 7'8" _8" 7,_8" 7'_8" 7'_11" 5'-0" 4'-4" '-0 4'-4" 4'-4" '-0 4'-4" MECHANICAL SHAFT-FINAL LOCATION 8 NUMBER ��_�• 5�-0• ' 19 TO BE DETERMINED BY TENANT IMPROVEMENTS 1'-0 '- 25'-2" 7'-0" 2T-9" 4'-5" 34'-0" '-0" '-0 2T-0" 7'-0" '-0" ' Zp GARAGE ENTRY SIGNAGE-DEFERRED SUBMITTAL 2� FOR GARAGE PLAN-SEE GARAGE FOR WALL TYPES @ RESTROOMS,SEE SHEETA7.1 SECOND FLOOR PLAN -OFFICE FLEX 2(16,384 SF) 1/8" '� DRAWINGS OVERALL DIMENSION=276'-6"(TO FACE OF SHEATHING AT EXTERIOR WALL GRID LINE 1) 22 TACTILE EXIT SIGN"EXIT",PER CBC 1011.3 AND 1117.B.5.1 = O 26,-$� O 26,�8� � 26,_8� O 21 41-5� 1'-7" 8"SEISMIC SEPARATION TO GARAGE WALL 23 DOWN"EPERI CBC 101E1X3 ND IR � � � ��%.B.�J.� z4 TACTILE EXIT SIGN"TO EXIT",PER - --�- - - - - - - - - - - - - - CBC 1011.3AND 1117.B.5.1 1 � I I STAIR 1 � I I Z°2 LEGEND � � I I 19 I � SEE STRUCTURAL DRAWINGS FOR FRAMING 6 SEE ELEVATIONS FOR fINISH 1 � � 1 � EXTERIOR WALL(NON-RATED) N 1 I I 23 N N EXTERIOR FINISH SYSTEM OVER 1/2"EXT. � GRADE SHEATHING OVER 8"METAL STUD � � � � � � FRAMING � � EXTERIOR WALL(1-HR RATED) 1 I EXTERIOR FINISH SYSTEM OVER 1/2"EXT. �_ ___L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GRADE SHEATHING OVER 8"METAL STUD � I I I � -� FRAMING W/1 LAYER TYPE"X"GYP.BOARD Z ; � '` o ON INTERIOR FACE. FUTURE OFFICE � FLEX 2 � � _ � I 207 I q � EXTERIOR WALL(2-HR RATED)-UL DES U415-C � v � I �`' SHAFT WALL CONSTRUCTION W/2 LAYERS 5/8" o � i I I I �s I N � "�rQi � TYPE"X"GYP.BOARD ON INTERIOR FACE&1" 1 o GYP.SHAFT LINER W/MOLD-RESISTANT FACE, N 1 I I '�v� ON 6"C-H METAL STUDS. � I I N cq 20 INTERIOR WALL(NON-RATED) � � 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 1 I I I I I 8"METAL STUD FRAMING, EXTEND TO , = UNDERSIDE OF STRUCTURE. i � - --�-- � INTERIOR WALL(1 HR RATED) � I I I � � '- ---- ---�� 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER � 2 8"METAL STUD FRAMING, EXTEND TO co ' I �� I � UNDERSIDE OF STRUCTURE ABOVE � 12 ( I ic 4 � 1 � OO OO OO � O I O H O � OG � � RWL RAIN WATER LEADER 1 in�-� __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • _� OD OVERFLOW DRAIN �� DOOR TYPE DESIGNATION,SEE DOOR I �-6" ,_8'1 '-8'1 '-8" '-6" '-6" '-8" '-8" '-8" '-6" 8'-5" 8'-2" 8'-5" 1 �� SCHEDULE 20'-8" 20'-8" 1'-4" 1'-4" 38'-5" 14'-0" 12 11 3 I 3'-0" 3'-0" I 3'-0" 3'-0" I 3'-0" 3'-0" I 3'-0" I OK WINDOW TYPE DESIGNATION,SEE WINDOW 2�_7• SCHEDULE 12'-0 DENOTES HEIGHT OF SOFFIT SECOND FLOOR PLAN -OFFICE FLEX 2 (CONTINUED) ��8' 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � N E N N E i H R O D R I G U E S 8 P A R T N E R S I N C. ��5 N o r t� W�i�m�n R o a E, 5 u�1 e 2 0 0 Mo�ni.�� v�... c� e s o.c e s.o�o 0 CONSULTANT 5�AR�ti ti.v��.P�R��c� *�C12,818 T* �6�30�15� N��OF CA`��,Q KEYMAP N a i - o � REVISION �xo.�cT ra. 22.559 �n� 12.13.13 wuwrrer scue AS SHOWN CHECKED 8Y SECOND FLOOR PLAN OFFICE FLEX 2 6A3.3 � 2013 KENNETH RODRIGUES 8 PARTNERS,INC. � I I I I I I I I Ii ............. i i � � I�I � ��C ^ � (B1��:, v �I .....»...... I r.o.� i — ' — � � ..._.»....• I -� - ( ..._........�..._.......... i ��:::: - •• •- BUILDING SECTION � ��s° � 3 � � I I 18"GA GALVANIZED COVER-SLOPE TO ROO F KEY NOTES DRAIN @ 1/4"/FT SINGLE PLY CLASS A UL-LISTED ROOFING SYSTEM OVER M A I N S T R E E T 6"MEMBRANE FLASHING � UNDERLAYMENT,OVER METAL DECKING SCREWS 9"O.C.WITH NEOPRENE a STANDING SEAM CLASS A METAL ROOFING O/ROOF WASHERS SHEATH�NG,O/METAL FRAMING,SEE STRUCTURAL DWGS C U P E RT I N O 1"FOIL FACED POLYISOCYANURATE �3 CEDAR TRELLIS wI7H STAIN FINISH INSULATION-ADHEREDT03/4"EXTERIOR � CORNICEO/MTL.FRAMING WITHSHEETMETAL STEVENS CREEK @ FINCH GRADE SHEATHING FLASHING CAP CONTINUOUSBEADOFSILICONE a5 PRECASTSTONECORNICE CUPERTINO�CA CAULKING � s METAL FRAME AWNING W/GLASS PANELS EXTERIOR SHEATHING ASA SINGLE PLY CLASS A ROOFING O/RIGID a STEEL FRAMED SIGNAGE STRUCTURE;SEE INSULATION AND VAPOR BARRIER,RUN UP STRUCTURAI DR,4WINGS AND DETAILS SHAFT WALL � COPPER GUTTER AND DOWNSPOUT S U B M I TTA L 4"METAL STUDS,SEE STRUCTURAL � OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF 9 WALL 10 ROOF DRAIN AND PIPING MAIN STREET CUPERTINO � MECHANICAL UNIT TO BE CENTERED BETWEEN AGGREGATOR,LLC .� .� . . • , . . � . �� ROOF MEMBERS BELOW 203 REDWOOD SHORES PKWY,STE 200 � •. . • • � 'i,� ' �� : • �2 METAL FRAMING,PAINTED REDWOOD CITY, CA 94065 'o� 1 13 ROOF ACCESS HATCH-SEE 9/A7.5 METAL DECKING PER STRUCTURAL 14 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER e BURGLAR BARS.SECURE PER FoOT �� MANUFACTURERS RECOMMENDATIONS. 15 CEMENT PLASTER PARAPET WITH CAP SHEET FLASHING ROOF SCREEN:CORRUGATED GALVANIZED METAL 16 PANELS ATTACHED TO 4x4 STL.POSTS.PAINTED FINISH TO MATCH CLEAR ANOD.ALUMINUM. 2"x12'SQUARE-EDGEANODIZEDALUMINUMFINS KENNETN ROORIGUES 8 PARTNERS iNC. �� @4'O.C. ��s w o��n w n�.m.� a o.a, s�i i. z o 0 18 2'-0"HIGH CANTILEVERED CANOPY WITH COLORED POWER COAT FINISH. M o��i.i� v i.. c� e s o u e s o�o 0 19 SEISMIC JOINT COVER @ PARAPET-TO-GARAGE WALL CONDITION CONSULTANT 20 RESTROOM EXHAUST FAN-SEE MECHANICAL DWGS. SECTION @ SHAFT OPENING 3� � MECH.SHAFTTERMINATION-FINALLOCATIONTOBE �C�S�p�y/J, 21 DETERMINED BY TENANT IMPROVEMENTS �G�P• �% *"'C12,818 T* N�63015� LEGEND 9,� �� DENOTES ROOF SLOPE DIRECTION �FCA�1F � � �vww N ..."...°�... ..._...`."". 0� HVAC ROOFTOP UNIT ON 8"CURBS � T.O.P. � T.Q.P. _ _ HEAT PUMP UNIT ON 6"SLEEPERS,SEE MECH.DWGS T.O.P. I 4 i ��i •..N..•µ I � MAKE-UP AIR LOUVER,SEE MECH.DWGS p � i � i� i � � RWL RAIN WATER LEADER TO EXTEND 5' �,r�� BEYOND BLDG.SLAB EDGE,CONNECT TO ��5� � I STORM SEWER. SEE CIVIL DRAWINGS 2� OD OVERFLOW DRAIN. i +0�'�" DENOTES ELEVATION POINT � � E��;�• T.O.W. TOP OF WALL ELEVATION i �� T.O.P. TOP OF PARAPET ELEVATION 3 T.O.D. TOP OF DECK ELEVATION 16 � DENOTES ROOF SLOPE DIRECTION I I � DENOTES EXTENT OF BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT vrxo.�crrio. 22.559 on� 12.13.13 - — — — - — — -�.,•......�•..�..�•..__- ..•,.�- - _ ` � oanwNev scn�eASSHOWN I - ...r N». � CHECKED BV T.O.P. * �. ". r�, �,:3�,i�f•�- ,-�Z,�?%�-�:.5 ROOF PLAN R � s.��rS:.'t'L..t�s.•..i � - OFFICE FLEX 1 ( �� ., j: •~� ..,,- � . , �_��.�-� �.,:.�:�.... ��...� .,�_.�., T.O.P. T.O.P. � .......................»... b�•.�r I I �:;: . . ..'... « ��%� j 4.. . . _�_ ,_ :.� 6A4.0 . .ti, ROOF PLAN - OFFICE FLEX N I �i$' I c�.-�1�;t- r.�w t:r�.�:,�;�� ' J ..R `i � - �' +�t JO�_"t=��ri1�/��r! u'�� '_ ._i�.ir.. O2013 KENNETH RODRI(iUES d PARTNERS,M1C. � r� 7.o.F• / ' ...........» I � � � � •T.O.P.•� MAIN STREET � � - - - -T--; CUPERTINO � T.O.D. � I I I � STEVENS CREEK @ FINCH i , , � CUPERTINO, CA i I � i i � � T.O.S REENING ASA � � � � I ...�.......» � � � � � � T°=P�� S U B M I TTA L - -� - - � �, ...__ .... I I I ; ______ T.O.D. �w ------------- --------------- MAIN STREET CUPERTINO z I I I AGGREGATOR,LLC i�i i�� j= 203 REDWOOD SHORES PKWY,STE 200 HEIGHT � � HEIGHT � I r� --n '(� .I I I REDWOOD CITY, CA 94065 W/CUR8:54"� � W/CUR8:54"� � �� -- �� I �� I �{+``'r�i� I �a i i � � ��4r'i�� g � I �� , � �� 1 �� , , �� z_r-� ' R � � � � � _ _ _ 1 � � � , I I ' I I K E N N E T N ft O D R I G U E 3 8 P A R T N E R S I N C. ' ' ��5 N O r t� W�i�m�n R 0!E. $u 1 1• 3 0 0 •«••«•µ i I I M o u n 1�i n V I e r . C A E S 0.Y!S.0]0 0 O.D. Rvu�I 4.�.. .... .... ...... .... ..... .. . . ., � I v� �J L� � �. ,,, � I I . ,F ,.,. �,xL`^' 1 1 l_____I . ., ,.�.�..:�.., l_��__l - .,.:. .,,.. ...,,s, T.O.P. � I I .........�.. 15 \J � � ROOF PLAN - OFFICE FLEX 2 ��8' 1 BUIDLING SETION ��$° 3 T.o.P. ROOF KEY NOTES LEGEND ,� SINGLE PLY CLASS A UL-LISTED ROOFING SYSTEM OVER E._. DENOTES ROOF SLOPE DIRECTION •••«M- � UNDERLAYMENT OVER METAL DECKING � „ .. . , _. , . � STANDING SEAM CLASS A METAL ROOFING O/ROOF ~ � �—a r � � SHEATHING,O/METAL FRAMING,SEE STRUCTURAL DWGS � � � 1 1 � � � � 1 � � L � � 1 � � w � Z , U � � ' 1 � � . '`11!!� au ■ � � I w O � � J� � -_ HEIG� i�� ___�W/C 8:54'i I u u I i �'fi`�r�{� �� ii4Y1f ii �� , , �� 'w-i_i;i I I — � — I 6 =-_-- I ��HEIGHT R„_ _� �1 W/CURB:54" ii ii�� }F`=r�{� 11 i�4rl�i� �� i� i � ii I �� z�i� ,^ I ( I I II � ■ ■u�11� � O ��i � � 3� CEDAR TRELLIS WITH STAIN FINISH �� HVAC ROOFTOP UNIT ON 8"CURBS I I 4 CORNICE O/MTL.FRAMING WITH SHEET METAL I I � FLASHING CAP HEAT PUMP UNIT aPRECAST STONE CORNICE ON 6"SLEEPERS,SEE MECH.DWGS I � METAL FRAME AWNING W/GLASS PANELS I � Q STEEL FRAMED SIGNAGE STRUCTURE;SEE Z STRUCTURAL DRAWINGS AND DETAILS � MAKE-UP AIR LOUVER,SEE MECH.DWGS W � 8� COPPER GUTfER AND DOWNSPOUT RWL RAIN WATER LEADER TO EXTEND 5' O LL i u� � BEYOND BLDG.SLAB EDGE,CONNECT TO _ ` _ _ _�"�,j � OVERFLOW DRAIN TO DAY�IGHT AT BOTfOM OF STORM SEWER. SEE CIVIL DRAWINGS I — — — — — I �'� wA�� 10 ROOF DRAIN AND PIPING OD OVERFLOW DRAIN. �HEIGHT MECHANICAL UNIT TO BE CENTERED BENVEEN wi cuRe:sa^ » ROOF MEMBERS BELOW +0'-0" DENOTES ELEVATION POINT �__-� � � = o - Q � • (V O CO v CV O � � � � 14' 12'-0" 4'�1�0= 4' 8'-0"�4' 12'-0" 4' 12'-0" 4'1 -�� - Qn!n• FLEX 1 -2ND FLOOR(4,500 S.F.) � 1/16• I 2 � ,ao�-o• 2�-0• 7' 12'-0" 12'-0" 7' 4' 12'-0" 4' 12'-0" 4' 24'-0" 4' � —�-� �- — — r ,r-o° ,r-o^ r � ,z�-o• � ,2�-0• � s�-o• � ,r-o• � ,r-o° 2• FLEX 1 - 1ST FLOOR(5,176 S.F.) � ��16° � 4 .�v.��r..,, � . _,.n.,a ........... . ,, TABULATION: „ , !'! L'_ t..: FLEX 1 � 2 1 ST FLR 5,176 S.F. �s�-�° � 2ND FLR 4,500 S.F. � 9,676 S.F. FLEX 2 0 1ST FLR 12,652 S.F. N TRASH ENC. 458 S.F. 13,110 S.F. �o,.w.�r� '2'-'°� 6' 2ND FLR 16,384 S.F. i:."�;:::b �...�.�..�p�� 29,494 S.F. TRASH ENCLOSURE- FLEX 2(458 S.F.) ��s° 5 TOTAL 39,170 S.F. 267'-6" ^ � � % � � � � _ � - � � �� // � � �� ''�� r_ 28'-1" �6'� 24'-9" I 2-8" �— 'f'— sa�-o• L s� L sa�-o• 2sr-s• FLEX 2 —2ND FLOOR(16,384 S.F.) � ��,s• � 1 ,�'/i�'%%!J1'.%` �ir:f� , � � 20'-8" 6' 20'-8" 6' 20'-8" 6' _ 21'-2" 16'-10" MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R I G U E 5 8 P A R T N E R S 1 N C. ��5 N o r 1� W�1�m�n R a�d, S u I 1 a Z 0 0 Mo unl�1 n V I��w . C A !S 0.Y E 5.0 7 0 0 CONSULTANT SFp ARcti G�'�P•R��`L ��'(� ti� �n *W Ct2,818 T* �6•30•15� N�� Q 9��F CA�l�� /�� , \/ � -�� = ��--- ■� �;� � r -- . ;� :� ..�.� --:�=�»----�-� .�I ��. . ti_ �,._. �, „ �.�■r�i��:..,.• J. �� aao.�cr ra. 22.559 oAr� 12.13.13 ORAWNBY SCALE AS SHOWN CHECKED BY FLOOR AREA CALCULATIONS 6A5.0 C 2013 KENNETH RODRIGUES 8 PARTNERS,INC. FLEX 2- 1 ST FLOOR(12,652 S.F.) ��16° 3 O 38'-10" 37'-10" _ 28'-0" 22'-8" SECOND FLOOR ��-0" - – RETAILlOFFICE FLEX 1 GARAGE SEE GARAGE P� RETAIL/OFFICE FLEX 2 SHEET KEYNOTES -- ----- --- ---------------- -------- ------------ GARAGE ENTRY SIGN u SMOOTH.STEEL TROWELLED CEMENT P�,4STER �Z CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING t4 � a 2"EXTRUDED ALUMINUM REVEALS BY FRY REGLET OR EQUIVALENT Ir.—I AL/�SKf�N YELLOW CEDAR TRELLIS ST�INED SEE SHEET u na a � ALUMINUM FRAMED AWNING W/GIASS CANOPY ❑PRECAST STONE CORNICE BY VENTURA CAST STONE,INC..OR ... ___--- � c r s EQUIVALENT TEXTURE:SMOOTH FINISH .... ... � '- STANDING SEAM METAL PANEL ROOFING O�EXTERIOR - �� SHEATHING PER STRUCT BY BERRIDGE OR E�UIVALENT � ❑B CEMENT PLASTER EXPANSION JOINT aOVERFLOW DRAIN CONCEALED IN WALL- DAYUGHT AT BOTTOM OF WALL __ _ �O ROOF DRP.IN CONCEALED IN WALL:CONNECT TO STORM SEWER SVSTEM OVERALL SOUTH ELEVATION ��32" 1 „ IPE BOARD SIDING VNTH CLEAR SEALER �2 IPE BOARDS SPACED TO fORM SUNSHADE 13 LfNE OF ROOF SIOPE BEYOND ❑GARAGE STRUCTURE;SEE GARAGE PLANS AND 14 ELEVATIONS 15 HORI20NTAL T8G IPE BOARD SIDING OVER EXTERIOR SHEATHING 8 METAL FRAMING.SEE STRUCTURAL DRAWINGS t8 HORIZONTAL CORRUGATED METAL SIDING ROOFSCREEN �) MILK WHITE SPANDREL GLASS 18 AIUM�NUM ROLI-UP DOOR SVSTEM �J 6"X 8"ACCESSIBILITY WINDOW DECAL � 2'-0"HIGH CANTILEVERED METAI CANOPY VNTH POVWER-COAT FINISH Q� STONE VENEER SET IN CEMENT PLASTER �CLEAR ANODIZED ALUMINUM 8 GLASS ROIL-UP DOORSYSTEM �CIEAR ANODIZED ALUMINUM BREAK SHAPE TO MATCH ADJACENT ALUMINUM 24 GARAGE ENTRY SIGNAGE-DEFERRE�SUBMITTAL 25 IINE OF ROOF BEHIND PARAPET �FUTURE SIGNAGE �i PAINTED HISTORIC CUPERTINO IMAGERY ON CONCRETE GARAGE WALL.VNTH ACCENT LIGHTING ZB BLADE ANMING �PRECAST STONE SILL 3� FIXED ROLL-UP DOOR SOUTH ELEVATION 1/B" � �GASMETERLOCATION 32 ENRYSGN��GE 27 22 16 i ; ___ ._... ...I_ __ __-- _ ; . � � � � �� .d. e. _ �';«...r�r� � .. •, , .__ _ 3^��.. �, a a � �� :.� . a '�'i � Y A �"'"" �.� ¢:�� . 4� �� :�� g* ��; 4 �°�� j� +�, �Fh, �..�-�!�"'�`��` �!' " '"''= .. 9 ._ �.4 � i� f sa ��_� j�� /�'` y�Yk � ,' , , x 3 � .`. *z �#s, s � ~ 4.4`�y..r�.'r°...�tk�'*s �_s i yy. ��4 � �� ,.:�� ti �� .�.;,a.. �r- a�E � `}`�� :a�"1�� • Y _ a 3 € . �, � f.t� ��p� �+ -._....... ..��ie ��-, ��. � �. I i �.g x,l�� .S��°�5 .�` '�� , t ��' "+�� ., ? ' � � � �. .� � ,,. _ ._ . � ,,� �.• � �-- � • t"""'_ 5 � _�...� � __� �� . .�_. . . �° `J, . . .. t. s .'�. .. . . .�_._i.___. . / , S 1 \ 23 38'-10" . 3r-�o� .. ............... .. ZB�� .._. __ --- -- ..-- --- -- - .-...22'-8".. SECOND FIOOR(OFFICE FLEX 1) L��!.�,.,..i .�"�� ._�i�'i �30 ------_.__.____--_..._---------r- NORTH ELEVATION ; ��8� T 4 1 �•r'�� .� �� i 3 ss�-�a� _.�V�"Q� ;. �;�F . � ,t ; � � ,� ;�„ "� "� , � '�,e�' 4gx �o �� , , �. i¢� \ .1�� "5� �t�i.'F°a�`...` ,. • g , � S y � ��.... � �� Y � � �m f��8 �. �. �e : . .. NOTE:TRELLIS NOT SHOWN FOR CLARITY-SEE SHT A8 4 - --------- ---------------- WEST ELEVATION ��8" 3 MAI N STREET � CUPERTINO ; � STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL , MAIN STREET CUPERTINO j AGGREGATOR,LLC I 203 REDWOOD SHORES PKWY,STE 200 ! REDWOOD CITY, CA 94065 �� 11 i i I � K F NKf'�N RpDRtCaU C� S .?It'IJt k� ��.. � I��s no��n wn�.��.� Ro.a, s�•�. soo i ' 4ei�r t,i�n V�r w .. n . �. '. 4�. . 0 1� J coNSUi Tar�r „„„�;�.a;�:w�,,, � .aS�-:4.?�y, G�t1.`�,.PO�U 6�'-'•�'c�` ��•'�C12,8'Ig�N:��t T: "a ;N:'�630 15�;�¢ J�•., �� 9��CA�-� Mµ�� rwwv N '1„��\ ^ �r �. . +!t��`--.�.�.�_.: i�' � � �� _ .��'.--...—J? €4__.,��. �--•��_��.1 _� }, �-.-Y, . t.:_. �c—._1--,� ` ---: Htvisicw i vRaiscT vc 22.559 onrF 12.13.13 °'�`'`"�B'' sv`�E AS SHOWN CHECKEUtlY COLOR ELEVATIONS RETAIUOFFICE FLEX 1 6C1 .0 j O 2013 KENNETH ROJRIGUES 8 PARTNERS.INC . U LINE OF GARAGE�\ LOBBY RETAIL/OFFICE FLEX 1 GARAGE SEE GARAGE i, PLANS i RETAIUOFFICE FLEX 2 _ �� , � � . ,,,a:��'.��" 4 re.,'°°�-.3 e�F�""'�d"F"•;< SHEET KEYNOTES -- --_----------------- - ---------------------- ----- � SMOOTH,STEEL TROWELLED CEMENT PLASTER GARAGE ENTRY SIGN � Z CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING � 2"EXTRUDED ALUMINUM REVEALS BY FRY 14 �REGLET OR EQUIVALENT �ALASKAN VELLOW CEDnR TRELLIS STAINED SEE SHEET A8 4 � ALUMINUM FRAMED AWNING WJ GIASS CANOPY �PRECAST STONE CORNICE BY VENTURA CAST STONE INC.,OR EQUIVALENT TEXTURE:SMOOTH FINISH. aSTANOING SEAM METAI PANEL ROOFING 0!EXTERIOR ' SHEATHING PER STRUCT.BY BERRIDGE OR EQUIVALENT $�CEMENT PLASTER EXPANSION JOINT 9 OVERFLOW DRAIN CONCEALED IN WALL- OAYLIGHT AT BOTTOM OF WALL �� ROOF DRAIN CONCEALED IN WALL;CONNECT TO �VERALL SOUTH ELEVATION � STORMSEWERSYSTEM 1/32" 11 IPE BOARO SIDINC WITH CIEAR SEALER � O � �Z IPE BOARDS.SPACED TO FORM SUNSHADE I � � 13 LINE OF ROOF SLOPE BEYOND T_ � 44'-0' t4 GARAGE STRUCTURE.SEE GARAGE P�ANS AND �;; � E�evnnoNs HORIZONTAL T8G IPE BORRD SIDiNG OVER EXTERIOR � ! j � 15 SHEATHING 8 METAL fRAMING,SEE STRUCTURAL DRAVNNGS 3T-1 O" HORIZONTAL CORRUGNTED METAL SIDING . _._..._..-_.--- 1 16 ROOf SCREEN 1 - -- � �J MIIK WHITE SPANDREL GLASS -- -- 1 32'-0" � 18 ALUMINUM ROLL-UP DOOR SYSTEM �; ' � ''"t' � 19 8"X 6"ACCESSi81LITY WINDOW DECAL �, ��' ' 1 W � 'J '�` Z 2'-0"HIGH CANTILEVERED METAL CANOPV 1MTH w°� 1;� i �_� 22�'8+ 20 POWDER-COATFINISH �''�� 1 U SECOND FLOOR(OFFICE FLEX 2) ��-��i.�t �Q 2t STONE VENEER SET IN CEMENT PLASTER. ,� �� ' 1� � � I 16�-f)" �CLEAR ANODIZED ALUMINUM 8 GIASS ROII-UP �"�'�`�-= pOOR SYSTEM `� w�,� � a CLEAR ANODIZED ALUMINUM BREAK SHAPE TO MATCH � � � 12�_p• 23 ADJACENTALUMINUM ' �` � ' 24 GARAGE ENTRY SIGNAGE-DEFERRED SUBMITTAL # -*� ' ,-' 25 UNE OF ROOf BEHIND PARAPET !1 � �FUTURE SIGNAGE �� r � ��. �PAINTED HISTORIC CUPERTINO IMAGERY ON CONCRETE GARAGE WALL WITH ACCENT LIGHTING � 28 s�noe Awwir� aPRECAST STONE SILL 3� FIXED ROLL-UP DOOR SOUTH ELEVATION ��E� 2 ��METER LOCATION 32 ENT�RVSGN�A� 20� 15 U �Z4 � 15 24; C2 ;18 �', 1 ' a2 D2 `n 16 13 E2 , � ��-0� ! � , , � __ _ _ _ _ __ � I 40'-0' 40'-0" �i� I 37'-10" 3T-10' l . � �a 31-8°. 29�,µ . ¢ , �� . ��;, 1^ � � . � `.�F� �I':'a «��¢i �__ � `�� e�� < : r s 'i � p �' *�., `i.�° ;�� "��'��`*�� ,�; .* '-_ � , . � �� . {��. � - ��2 A f°�� .�i r�� .-` }� � ��!;. P'�� .. � . ,:`�, „�c. *�. ��;� f t ,�, ' 2��r i ��`� � s.�x „ ,Nr �< e �rs"' � -" .ry,�, �� a d �.�_ '� �. `',�� 4.'�t. g�t, a. ti-- 'k�S §%�S ..c � S5`� . ��'�b�-� �f+^ =�.,��:- � s�.�''4'" s^s .. �� .. �.�� > �.��,'��;�,=; ,- ,.. ��'� - .. 'F-�`�"` "`- �;° �„� . �at w, .. °�_ � � �. `t,� �� '� . i� -Y�z � # � { � .� � � ��" :,- �� .� �° �� '��' . �� , �� a�. ; . , ,� - r� . � r a�.:�t � 11»�, a (2; (�,l (�1 (41 I � ;I : I ! � I ' I � , — y jj'''' , � .V.Vjjp . '�r x, ;•4�� L°��, �..y.Px,« � �L�, ��'�z y_x#�y�t�� i�� II,.. ��6 � .�..�" ,"�:��>�.. °�srr�.k'c.. �� _ .`'%.. �'�y�'��'..,- �� .��, �. $, ,�. , ,. . 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R`�" •- j'.-�rV �*4�� §� � '�` �Ya t- x *..- ` � � .�, '.F.�'.f- -,� r � ,+�i.��`. t..� tr'.� �' .��a � �.�T, '�i,�,a�,n.a �� t� � 't '� � i i: , . �. y .. �s 4 � +*��.s .•'� °� :?�� ,�� `' I _ _`±` � � �y � _�'". .'L . �.,� 1 , � �; y�, '� i �� ,,,�� ; �; ,` ; �� d.=: �� Z J _ U F- Q � n 1�7J �v� w'� ��'�t.�i.��` �� o�-o- - -— -_--- ---- ----- ----- ----- --- SOUTH ELEVATION (CONTINUED) ��8� 4 ;r i , �, , , � r. � � �� ---- ----- ---- ---- - _ -— r_--- EAST ELEVATION ��g° 3 MAIN STREET CUPERTINO j STEVENS CREEK @ FINCH ' CUPERTINO, CA ASA SUBMITTAL , MAIN STREET CUPERTINO ', AGGREGATOR,LLC I 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 /1 i I K F N�F'M R C n N�f.ll�5 A V A k-�N f H� 1\„ I�.s w a.�n w n�.m.� n o.a s��o t o 0 V�u�,.pii �iev _ � fi 5 0 9 F.� , . 0(1 CGNSUI.TANT uw.wM, aSFp'4.�ti, V`lI:'P.P°Uq�'''•''F ♦;;�j, C� �'�'"C12,818 �� -'-�� T i*i N;,,�63015�:�� : � '��•�A``�� wu^`r x�n iKEYMAP rJ � � �' � i � � �-�',^ c � � -�� _ i � � � i �i.��r�,�-.�v--�l.,—,--,i ' a� J-.� j• 1 i - ------ REVISION PROJECTNO. �IZ.SS9 onre 12.13-13 oaAV,M er �A-� qS SHOWN � COLOR ELEVATIONS RETAIL/OFFICE FLEX 2 6C1 .1 O2013KENNFTHROORFGUESBPARTNERS INC _ . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ V I C I N I T Y l� A P ■ ■ DBFBRRBD SUB1[ ITTALS ■ THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES'AND REQUIRE A SEPARATE MASTER SIGN PROGRAM PARKI N G STRU CTU RE ■ P R 0 J B C T T B A M ■ OWNER/DEVELOPER MAIN STREET CUPERTINO AGGREGATOR, LLC 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H I T E C T KENNETH RODRIGUES � PARTNERS. INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H 0 T E L A R C H I T E C T DMB ARCHITECTS 8911 Research Drive,1st Floor Irvine,CA. 92618 C I V 1 L E N C 1 N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANDSCAPE ARCNITECT THE GU2ZARD0 PARTNERSHIP. INC. 181 Greenwich Street San Francisco,CA. 94111 PARKINO OARAOE ENOINEER INTERNATIONAL PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 Phone 650.344.1500 x 117 Fax 650.344.0652 Contact Kevin Dare Nandy Kumar Karen Ngo Phone 650.965.0700 Fax 650.960.0707 Contact Kenneth Rodrigues,FAIA Kevin Jones Phone 949.272.0200 Fax 949.272.0201 Contact Henry Wong Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contact Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contact Raju N.Nandwana ■ PLSNNING PBRYIT FILB N0 . ■ APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVED MASTER USE PERMIT (U-2008-01),ARCHITECTURAL AND SITE APPROVAL(ASA-200&06),TREE MASTER USE PERMIT (TR-200&08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) - -� - - � pp� t � f !"3 i i�7 i�`�f1�•..��%�� .��:«��a:,.,�.� ' ; . � � .�� G:f�_�'��`" ��.:1�t.�j�`.':"0'__..___..._____.�..._... „r + P:.}r �`i,;'�.��_=��''_.._�...�.:..�5.-1�' _.�. .,��ii� _��'`` i�{:��::c:+.i;;r-" E• ..�. .R + �-�---^-- ■ S H B B T I N D B g )�Q,O COVER SHEET 7A1.1 SITE SETBACK SECTIOWPLAN Q VALLCO PARKWAY 7/�,p� THIRD BASEMENT LEVEL PLAN 7AZ.Oi SECOND BASEMENT LEVEL PLAN 7�,03 FIRST BASEMENT LEVEL PLAN 7�,� GROUND LEVEL PLAN 7A2.OS MEZZANINE LEVEL PLAN 7�,p6 SECOND LEVEL PLAN 7A2.07 THIRD LEVEI PLAN 7�,� FOURTH LEVEL PLN 7AL0� FIFTH(ROOF)LEVEL PLAN 7A3.01 BUILOING ELEVATIONS 7�,QZ BUILDING ELEVATIONS 7A3,03 BUILDING ELEVATIONS 7A3.04 BUILDING SECTIONS 7A,j+,Q� ENLARGED ELEVATIONS 7A3.06 ENLARGED ELEVATIONS ��,Q COLOR ELEVATIONS-PARKING STRUCTURE 7C�,� COLOR ELEVATIONS-PARKING STRUCTURE 7C�,Z COLOR ELEVATIONS-PARKING STRUCTURE . • SCOPB OF TORg • 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF A NEW&LEVEL GARAGE STRUCTURE. 3.CONSTRUCTION OF LANOSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 5.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITTED AT LATER DATE. IV��AIN STREET UPERTINO STE ENS CREEK @ FINCH CUPERTINO, CA ASA _ UBM ITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 Rf�DWOOD SHORES PKWY,STE 200 , REDWOOD CITY, CA 94065 �� .�.�.« 11 K E N N E T N R O D R I G U E S 8 P�R T N E R 3 I N G. ��s r+o.�n wniam.n ao.a, sui�a x o0 Mo�n�.i� vie. . c n e s o.e e s.o�o 0 CONSULTANT SFp ARC,y � �� .V�.P R��C� *'�ci2,a�a T* �6•30�15� N��OF CA`��Q _ /Ii� I�� ,� „ � `�� '��;�_—-- �� ;��:; l r:_ . .� �. -.-,+�I� ... onu au,,..... ,� � . �_.,,..�.. I��:: ■��1�:..��' � REVISKKJ �xo.�cr ra. 22.559 �A� 12.13.13 DRAWN BY SCALE CHECKED BV PARKING STRUCTURE COVER SHEET 7A0.0 O2013 KENNETH RODRMUES 8 PARTNERS,INC. � R � � 60'HEIGHT LIM1T FI FTH 234'-10" � � 10'-2„ FOURTH ( 224'-8„ � 10'-2„ � THIRD LEVEL� 214'-6" � � J� 10'-2" SECOND LEV L 204'-4" I 2 'SErBAC 11'-4" MEZZANINE � 193'-0" TC-174.67' � AT STATlON E - TOP OF ROOF DECK 20'SETBACK LINE STREET CURB LINE PROPERTY LINE 10'P.U.E.EASEMENT LINE � � � � � � � � � � �I � � � � � � � � �� 9 � — � � - ��'1��I�'�;��!�1:��I�� " ��,�' ��'': _' • ' ! � ,, , �� - / / %� iiii�ii _ ,, i • � � _ � ' I � ' , l�i�,,.,:' (� i � �. I' , I� I �,�� ' - � � � � ; . _ � ; � , � ! � . ,, , ; _ � : _ : , , i, , ; , , � :� i ; j i i i ' ' I ' ' � i i=, Res.14-122 -(Condition#15)Prior to issuance of � building permits,the applicant shall work with staff to t submit a final garage plan to demonstrate the following changes to the satisfaction of the Director of Community Development. • Demonstrate compliance with the 60'maximum; height limit as measured from the sidewalk along Vallco Parkway. • Provide additional decorative detailings to the garage to make it less garage like,including possible i green screens or other appropriate architectural ifeatures as deemed appropriate by the Director of ;Community Development. i !• Incorporate additional decorative siding materialj xo the ground floor concrete crash wall. ' '• A more decorative(with custom patterns/ �' idetails)metal railing design within openings on the ' '!stair tower and along the perimeter of the roof IeveL , MAI N STREET CUPERTINO �TEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 03 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � � E N N E T H R O D R I G U E 5 8 P A F i N E F 5 i N C ss No�� wr��.ma� Rosa , s��+e �oo o��.�� v��.. . c n e s o e a s o� o 0 CONSULTANT ..o��tl nn�xawC ii„p, �V��P R Q4/��`i _�l�� N�,= = F"'C12,818 � _ :*i�630 15 �:�` ;N�� 'ar.Q� �,9 �� `�..,.,r` F CA ` `° �"'°,,,,,,,�F L� ,� �,�n„�,��,�.��w. _ \`\ �II� . �/��,� ,, � �. i� ��,.� � � .r �: �_��-. _� � ;r�'►�l:r�.�,� ' �..�, �..,.—.,...,.� ■ �� ..��.an � �'li� ��'s.��: � REVISION 12.26.12 RESPONSE TO PLANNING DEPARTMENT COMMENTS 1.21.14 RAILING REVISIONS PROJECTNO. 2Z.�J�J9 DATE 12.13.13 DRAWN BY SCALE �"=3O' CHECKED BY SITE SETBACKS VALLCO PARKWAY 7A1 . 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. [V � N �� i s�-0• s�-o• � � � � � � � � ELEV ONTROL 8 iz�za-o•=zao� � � � 71.44 � "�$� � � � � � s,_tr � o.ss � � 3�� 11.45 ?o• � 4 14.34 15 16 1� 20�-0• s�-o• �s�-0� s�-s•� � � � b. �-, i R oo� ( 12.301 5 I I I ��— i i i i i i i � i i i i `�;p. i�� i i 13.17 ��I I ,� � � �II��o6� I �,�e6 I �y,�� II��,�a6� I ,�,�ti6 I ��o� I 1�� I �� F, - ' ��' 20,0• - � - - ' I 1 14.03 . �s• : I I . . . I . py , ,�� ' ,a.�so . .' . ' � � � � � � � � ' / � � ��.�' .i i/// � i ?o 1 �'6 b' /—\ � � ,��.p'? �.�'' . / � �s.ss � � �, � , , ,, / �o; � I THICKENED SLAB �^ � 9• �� ,� � EDGE�TYP. ,�<•p' ^� � //j 'r9' � � I � � � � g�_�. ,��• � � � , � , � � � � , ' ' _�.. p�� . ,�� 6'� . �ti . � � . ,,� . y�� . � 101 �,� ��o`� � � � � ^�y�6/ � � ,�h°j' .�`�' ``' ' '``� �e'�'� • �`�'� '``�'� '�'�'� , '``' I � �`�� ,�`'� �cr�+. .,�°. o� i b� ,�yh'" � • F. _ .�h1� � _ _� a ti•� ��o (o �" �'� � �. h ' �'� 0 0° , � ti C ,�^� '� h`L II'1. � ,�o �6,�� . 9C�` 0 ,�h. �1 ,,�c�. ,c�. ,�h .��' I .�h ,��`" I,��r' I ,�h ?��,��0 ,�ro°' .�h ��' e ,�h e � ,Gp .1� � 155• �,� i i ' i i � i' �') • I • � • • h�. � • i � A� �yy. T ��. ( ELASTOMERI I COATIN� I ( I OVER POUR STRIP,TYP. I I SEE 71A7 02 4 ° N t0 IV N � ELEV CONTF ROOM 2 6201 0 A ("7 RAM�D� ' � � RAMP UP .SP 8.87 � I ' ---- -- � ..�0 \/ PROVIDE FLUSH OUT J BOX fOR I I PROVIDE FLUSH OUT J BOX FOR •�SS � i � I FUTURE ACCESS CONTROLS � � � � ' ( i � �FUTURE ACCESS CANTROLS � � i (� B.65 I (u � � � � � - B 42 > 1 a� � . � . �h . �6 . .,�e� . . bh . �� I a� . ,� ,yN °''� _ tiP � �� I ��1 I I�� I I ,� '�s� �� ^�� , �6ry ' ,6� f�� I ( I ^� � F. c� �'� h� � h`�� tib �� o�,� ,�� .c. � ��,�1 1`� � 1`L�' - - B i i �h°j� ,� � � ,�h°j� � .�0°j� .�h°j� � ,�h°j� � ,�'�� ,�h°j� � ,�h°j� ,�h°j' � ,�'�'� � .�5�' eh ,�c`�' � �y 8.10 I I \/ rn N � I � THICKENED SLAB I I ( I EDGE,TYP. SEE 91A7.01,TYP. I I - A 63> I i � � I I `—' I I I I ' I I I 1 1 I � I I 1 1 I �.q,� � � `�Q9'�S <p ' f ' ' ^ /—\ '� � � ( . � . . � . . � � � • J` �/' • ,�O ,�1 .�1 ,�1 •.�1 ,�1 .�1 �.�1 ,�1 �1 .do �b. � ?� �� I I ' �� I I ��o � ,�� I � �� ^� I ,�� I I �60 ( 1 �r� • f�� • • �� • ^�p I �g9 • '� �s961 I IELEV.p4 � I- _ A - ELEV CONTI _, UP STAIR#2& R 6203 3 ELEV#2 8�3 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 s K E N N E T N R 0 D R I G U E S 6 P A R T N E R S I N C. ��5 N o r 1� W�I t m�n R o�4, 5 u I�• }0 0 Mou��.�� vi.w . c� a s a.a e s.o�o 0 CONSULTANT - �II� �i.�.\ „ f �/�' '.: ��— � � �" ' �r .� . , � � � �. ' ■l''—�—�� a-a��_�....L ■�,w ��:..��: u � REVISION aao.�cr No. 22.559 on� 08.30.2013 DRAWN BY PCRC SCALE 1/1G=1'-0' CHECKEDBY JF/RSCRiNN SECOND BASEMENT LEVEL PLAN ,r-a,rr ' �o�-o• I 1.SEE SHEET A5.04 FOR WALL TYPES. 7AL■O L - 2.FLOOR ELEVATIONS ARE SHOWN TO TOP OF STRUCTURAL SLAB UNLESS NOTED OTHERWISE 3.PROVIDE LIGHT BROOM FINISH OVER CONCRETE W I EV+STOMERIC COATING. O2013 KENNE7H RODft16UES d PARTNERS,INC. �� 1 �C.65 � q � N p � N /� c� �i � 0 0 N N 16'-0' i II STAIR#1 8 ELEV.#1 � - Q 4 � N �\ � t0 �B.35 - v Q �� N '� - R _. _ �� 1 B.%� v Q N � ° c B.39> - v 9 /� N �A.03 A Q � - 0 � th � I1 11.44 12 13 14 14.34 320'-0" g_p• 12 Q 20'-0'=240' g�_g- �3�_3^ g•-0• �g•_p• g�_p• �r-e• � i i i i i i i � i i � 0.66 i i i i i i 9�-�1" 3p. � 71.45 ELASTOMERIC COATING ?p�� \ OVER ROOM BELOW 12.30� I 12.65 ' i i i i i i i i i i i i ?�=p. i�� i i � � _ 13.17 � - - N �695� II ,y'�� I I •�'� I I�109 I) 16'�� I 1p'� ( I�`,y'� . ( 1�'�� '� (I 61 ?D. ,`O0, �`�. �6 �� 6 �6 ,6 ,�°. ��°. / s�' b� I ' ' 7 14.03 . �s• ( � , • ' 6`L , • �`�� 20 ' 14.90 � i ( I i i i � i i '�.`� .i / p��// i i �0�+ � i � I ELASTOMERICCOATING � � �`�'� � � �g,� OVER POUR STRIP,TYP. '�� i • / I SEE 71A7.02 I� , . ,� ?p; � ( ,�h �.�� `tiry�� 9� 1 37 8 I I � �, / � f1�N � � 8'-9' � �.`�'ry ' � ��, � � ��'9• I I I 1 � 1 1,1 1 1 I 1 I 1 � /� 1 I I c� � �0 0°+ � 1•"�.�` r�o � � ryp � � ��. 0r�` 01• I `�• ,�'r• 01• 61• ��• �• I 1• o°'' h �/ ,�6 �. �. �. �. �. �. �. �. � ��O ,��' ,��°� 00 � / 6h r�� F. - - - '`�O1 - � - -—��) � b�' b'y ,�1 '�� 'L� ��,11',�1� p�i' �'�` 0`L ' 60�� yo,h �h�'1 '�� /�N STAIR#3 �� ,��01 ,�FP� .�6y� ,�Fi'� .�6�� ,�6`�` ?��1 ,�1� ,�6 �6�� '� .�r° �` �65.64� t�,o 1 .`h i � i i I i �• i i• I� ,i ' i •��,. i i i i D �6y. I � I W � ' �6y� CLEARANCE BARRIER I THICKENED SLAB ABOVE,SEE 2IPKA7.01 � I I EDGE,TYP. I ` RAMP DN I I RAMP UP � 8.87 � � � � ---- -- � " �� PROVIDE FLUSH OUT J BOX FOR � I PROVIDE FLUSH OUT J BOX FOR •�)? � � I� 'FUTURE ACCESS CONTROLS i i � � I ' � � �FUTURE ACCESS CONTROLS � � ' 8.65 !—\ � � ' � B24� �0• 1° ( o'` o�`� �"� '°y� �y^� � .�'L � •op i ro0� b�O fo° �?' �' �6°'1 �.6°'� `6�� `�� '``�� , `�y� 'B4�s `1y ��`1A' �`1�' ' �`1,' 1�`1�' �`6�' I , < F t - - B 'L�' �i 1�O O`� 1`�'� A� ,�p `l�' ^i' �6 ..C. 1,\ I f�0� �,�1 O`'� 1n'A i i ��0� �ro9� i �60• � ,10• ^�0• i �60� i ^�0• � ^60� i ^60� �� i ^�0� i �60 �.�o � �.rO B.10 ( ' \/ ui ' � N ( THICKENEO SLAB � ( ' i i EDGE,TYP. I SEE 9IA i 01,TYP. I I � ' A 6 I � , , i � v i i i � i ( ' i i i i i 76,9�_ i�4�o � � I i I I r--� ' ' A.32; � � � . v � � � ^.�' a� �1 ' ^�' ' 'i` "�' ''j` ' 'i` ^i ' '�` '�` ' 'i' 'L'� .• ,�1�� .�1�� O• O• O• O• O� O• O• O• O• O• O• O,� � _ i ,�1 ( I ,�1 •,�1 ( I ,�1 I ,�1 �,�1 ( ,�1 ' .�1 ( ,,�1 , ,�1 .�1 s1 • 9�1� 769� EIEV.tk �' _ _ e STAIR#2 8 I I I I I I I I I I I OVERTROOM BELOWING ELEV#2 8#3 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T H R O D N I G U E S i G A R T N E R S I N C. ��e N o.�n w n�.m.� a o.a, s��. x o 0 M e u n 1�1 n V i e w . C A !S 0.Y!S.0)0 0 CONSULTANT r\�` �II� �/ ` „ .� .�..:�'' '�:�:\_° � :� :, �r I _.._, �.a�`�Mwr-wwwr� �� '^� � � .��.��.t � : ,�_��i:,.: , .. aev�sari �o.�cr�+o. 22.559 onre 08.30.2013 ORAWN BY PC/fC SCALE 1/16'=1'-0' CHECKED BY JF/RSCF3NN FIRST BASEMENT LEVEL PLAN �r-s vr I! so•-0• I� � 1.SEE SHEET A5.04 FOR WALL NPES. 7A2■O� - 2.FLOOR ELEVATIONS ARE SHOWN TO TOP OF STRUCTURAL SLAB UNLESS NOTED OTHERWISE 3.PROVIED UGHT BROOM fINISH OVER CONCRETE W I ELASTOMERIC COATING. O2013 KENNETH RODRIGUES 8 PARTNERS,INC. /� �C.65 � fV � �\ <C.33 �i 0 N � <V �� o �8.35 � /� t B.o4� � �� Q N � � <8.39 � 4 � t A03 A q � 11.44 320'-0' 16'-0' 9'-0' 12 @ 20'-0'=240' 11'-8• 8'_9• � i � i i i i i i i i i 9-11' 3pe �� PROVIDE FLUSH OUT J BOX FOR � __ _ L__ _ A3.01 FUTURE ACCESS CONTROLS J �--- - --- -- -- - -- �r I I a � � 6'-0' � � � � � � � � i -- � �� qf ' � r _ ` , i � STAIR#1 8 DO �j � I I ''3rO I I�I'�° II �° I 1rO • I�`P '� ( ��O I� ELE I.#1 UP �o^�i ^°j� I,1� '`1�. �,\0. 1,\0. ��0. �0. i 1,�0. I,��. .�� ■ I � :. . I �. . . . . � . �� , .�11� - i � I i i i i i i i I ��11� � �i I � ELASTOMERIC COATING �0 I OVER POUR STRIP,TYP. '�� ' I I � SEE 71A7.02 (, 1 I � � / � 1 � ' 1 1 � I � I I I 1 I 1 �. ��I 0�a ( . e.�� ,y`L . 0,�'� �pa . 1�^� , p� � . ` I ,� �1� ' ,�1 f ,�1 ,�1 • ,�1 ,�1 �,�1 �'� 1 ,�1 F. -- � - - - - - I A �' 1 �j,, �%� ^� 1 ,�1�0 �11fo .��°� ,�1h� ,�1a� ,��'0 ��`?�0�1 I �.0�'b �. �. . �� A3 02 2 / � i i ( i i � i III i � i � ' THICKENED SLAB T � ( � I ' EDGE,TYP. I ( � '�-0, RAMP DN ( • ' � ' � ��8' �PROVIDE FLUSH OUT J BOX fOR � ' I FUNRE ACCESS CONTROLS ' � � � I ' � � I ( � � � _��`� 1 a"' ' �,y� op 11� .0g � � p"'' ( I'"'1,^' c � �0,,. ��0 �4p� ' ' .,�a• :,�ep ' �� >>sss ,�,• ;,�� ' ,��p, t ' ^�� ,�0ti� —- F. —- � - - - -. - � ��y6 ,�� 01�, ��,� �e�oh' ��a �$A� 1�� 006� ; ' ' ' ' ' ' THICKENED SLAB ' � ' ' ' EDGE,NP. SEE 9/A7.01,TYP. ( � � II � � 11 � ��ti—� ' ' I 1 � , , � � , � ` , � ,�°' i ( � � � I J � r r r �r r r r r fi r r r r) (r r�r 1 �� .�0 �� 4P' ro1 fo1 �01 01� "01 ��' �'� �F � �0 �0 �a'� �0` �0° �0° �.0` ��` . ��0° E � �0` �0� - - , � F I , � I, , � � � BUILDING BY OTHERS � , ,2��„2� ��_ � �p�-0. STAIR#2 8 ELEV#2&#3 EV CHARGWG STATION, r 14.34 16'-0' r'1 I I 6'9�I I � I 10,66 � � � � � �---� � 11.45 ?p,�� , ,z.��, ' ,z.ss � � ?o:�, k �� s.n -- � - - s- ?��0+ q30,� ' �� 7� 14.03 ,s• ?p;� /—\ � 14.90 ',/, I '. � i i 1�O � ��'0, �• ,�11'' / / � ' ' '�1��' ,�11� bg i ,11 �.10y1 I 1�� 11�y ' 6.56. � '.. i � 20`9� 1 8 >�9� /� i ' //, � � �N .�_..� � 1� a il: ' 1 ' ,�,1 .�1' � ,�1°j� i 177.3 _ `� —� C i A� 0 Q ,�11' ^11�' ��1 STAIR#3 1l�1'1 1 ��1 � � � RESTRICTED AREA � 1'�1 �, -41 BICYCLE �,� p �.� PARKING STALLS ,��°j IN CHAIN LINK '` ENCL UREI � � d° � RAMP UP _——— —_ <11 � I A 8.87 � \ ^� �� i \ PROVIDE FLUSH OUT J BOX FOR � a PROVIDE FLUSH OUT J 'FUTURE ACCESS CONTROLS ' � � � �� BOX FOR FUTURE ACCESS CONTROLS �� B.24> ,� �� A�� --� ,�eA' I �. LEC . 4 A3.ot °' 101 � � — � B �19 ..C. ,�' 'Ip� �,�0 � 0,�`L �,�0"' � ,�Rp� � .�1°j �.1 � �.1 B.10 13'$' �1 °' ' N PROVIDE RUSH OUT J BOX FOR FUTURE ACCESS CONTROLS �� A.63> �, , , , � , ;�� 804�. � � \�9�A� ( �� n ' A.32> r ,h • `--' � (�� , � �, � 0�6 0�`�' '�?P' � �, � � � � �2�. �8>>� ELEV.#4 � � � A �� PL BUILDING BY OTHERS � , 1.SEE SHEET A5.04 FOR WALL TYPES. 2.SEE SHEET A5.03 FOR SECURITY SCREEN DETAILS 3.FLOOR ELEVATIONS ARE SHOWN TO TOP OF STRUCTURAL SLAB UNLESS NOTED OTHERWISE 4.PROVIDE UGHT BROOM FINISH OVER CONCRETE W/ELASTOMERIC COATING. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T N q O D R 1 G U E 3 8 P�R T N E R 3 I N C. ��s Ho��n wn�.m.� na.a, s��. zoo M e u n 1�i n V 1 e w C A 0 3 0.G 4 S.0)0 0 CONSULTANT �� j � \� ■� .�..�� •:_�:� - � ;r :�' r - �i: ��1� _� ��_�..... .� � �� . �r�:.n.� ,1'" ■��i■ .,..• aEwsiorr Pao.�cT�+o. 22.559 on� 08.30.2013 DRAWN BY PCRC SCALE 1/16'=1'-0' CHECKEDBV JF/RSCR2NN GROUND LEVEL PLAN 7A2.04 O2013 KENNETH RODRIGUES 6 PARTNERS,INC. ,�,�,,,,.....��s•-�... v .... - " � ....4: �...�,�r��= �=� . � 1�-�_N. ,.:, .��"�� 15 � E't' • • �� 'a, , � �:. ,.... _... ��i��:,�_,� ~�..�S7s1�.-��..�1� � - �lr.�.. i1 ,'._:a � �.��:��::. .�: ___...,,..�.:��-'1��.--�- •.� r,-�. Si�n�='.:�.,.._.- .�;:�,--- �,�:� � D - - j• +.,r. ` .� � STAIR#1 8 ELEV.#1 �\ �C.65 -- � �? c> (V 0 �\ � N �C.33 �� 0 N 0 � R q � � � 3B 5 ^ � - v 4 0 �, N l\J ' R >' __ �1 �B.70 v Q N /-\ � �B.39 u 4 � <A.03 � _ A Q J N '4 � BUILDING BV OTHERS � � � 11 4 12 13 14 14.�34 320'-0" 16'-0" 9'-0' 12 @ 20'-0'=240' 20'-0' 9'-0' 16'-0' �r-a' s�-s•� � i i i i i i i i i i 10.66 i i i i i i , 30• ,-. ,,.45 1 ?0;�, /�� A3.01 12.30� � 12.65 � i � i i i i i i i i i i ��;p. i�� i i i ' 13.17 '93� p II�°��1 I I (I I I I I I �.°j�� I I ( I ( � I II�� / � 6�� ?D�• >�3 14.03 . � �. ( , :s. � ( ( ?� ^ �\ - •i i ' ' i i i i i i � I�.°'��6 •.i � � I � I ?O, I 14.90 I � ,�p � 0� ' ( ELASTOMERIC COATING �y. OVER POUR STRIP,TYP. '�°j • � • � � SEE 71A7.02 �� 1� , � 1�,�c� ?��9� II � , � ' � ' ��°�ry10 •' • I 1 I � I � 1 I 1 1 1 1 1 � / I 1 ' h`l' h �.h � 16 . �1 . „�0 �00 . ,�0 . �1 ' . �9 �.q 1 0 , i D�' ��, ��,L`L � ��'L ( �0�.� .��`L ,��,'L ^0'L ��,'l. �0,`6 ' , 2�j �i �9R.• ��,y`L ��,LA � b� F. ,\��r _ •i - �� 90� 169 �1 �O� '�' �O 01 �� 61 ry�� .• O ,°� �,°A �,a �,� �,�' �,0 .,��,°S° .,°¢ ,°� '` �,°� '� '� p _ � � � 1 • - I ' I � 1 . I. . . . . ' ' � .I . ( . I . . . �� i � i � i � � � � - � � � � _cP RAMP DN RAMP UP �.°�� ---- -- � PROVIDE FLUSH OUT J BOX FOR � � PROVIDE FLUSH OUT J BOX FOR _ �- � i 'FUTURE ACCESS CONTROLS i � � � � ' � � i FUTURE ACCESS CONTROLS � � i _ ,,� ,� 1� I �� ,��y ,�0� .P1 '�� ' �.`�' ' �C� ?� ' 1�1 ��. �9� ^�ry� �91 ' �� .�� '�� '��1 �� ( ^�� '�� I I F. � 0� ,� p� 69 � 01 1� 01 �� 6� .. ,y^� I�.�o ,ti^�� .� ,�C� � � ��s ��y i ��L � �9`L• ,��,'L� i ��`L i ��.• i ��`L• i ��'L ,��,ti• � �9�y� � ��.• ,�0' i .�9 � { � � � � � � ' � SEE 9IA7.01,TYP. ( ' _ i i ' ' � i � 174 PA I ING STALLS i ' I i i i i i I � ( 1 � ' _ � � I ( � � � � • ��' �.'� c� cP• •• � � I �9� ! , � � I . �� . . , . i . � '��,� . . I � I• '93� STAIR#2 8 ELEV#2&#3 � BUILDING BY OTHERS A3.02 � �.► �--� 17.38 ��=9• / - -� STAIR#3 .p B.87 ^`� \/ 8.65 �� 8.24> o � A3.01 f °' � - B 6.10 \/ o� ELASTOMERIC COATING N OVER ROOM BELOW �\ A.63> � �i /-\ A.32> � v V.IW °i - A 1.SEE SHEEf A5.04 FOR WALL TYPES. 2.FLOOR ELEVATIONS ARE SHOWN TO TOP OF STRUCTURAL SLAB UNLESS NOTED OTHERWISE 3.PROVIDE IIGHT BROOM FINISH OVER CONCRETE W I ELASTOMERIC COA7ING. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � N E N N E T M R O D R I G U E 5 8 P A R T N E R 3 I N C. �r s N o��n w n�.m.o a o a a, s��. z o 0 M o u n t�1 n V 1 a w . C A 6 5 0.G 6 S.0]0 0 CONSULTANT � �II� �/ !� „ .� ��:�` •��\\��- -- � :r :� ' r �l, -,-,� �•�.��rrr-wrr••••, �. I■�':; �I��I�:.:..: nev�sarr vao.ecr No. 22.559 on� 08.30.2013 DRAWN BY PCrtC SCALE 1/16'=1'-0' CHECKEDBV JF/RSCRiNN MEZZANINE LEVEL PLAN 7A2.05 �12'-8 1/7� ' 30'-0- ' '� �- O2013 KENNETH RODRIGUES 8 PARTNERS,INC. 4 � �-� �\ �C.65 � 4 `o,� N 0 � N �\ �C.33 �i N m (V �� B.35 u q �, N �� --� t B.70 � Q N � `° t B.39 - v N l O N �/ A Q QJ N �y 11� BUILDING BY OTHERS — 11.44 12 13 14 14.34 320'-0" 16'-0" 9'-0" 12 @ 20'-0'=240' 20'-0' 9'-0' 16'-0' 9'-0' �r-s• s�-s•� i i � i i i i i i i � i 10.66 i i i i i i 9�'�� 3p� � 11.45 1 ?Ob, �� ,z.so,5 � i i i i i i i i i i i i ��;p. i�-1 i i i _ ' 13.17 I - - �0433 P II,L��, I I 'I I I ( I `L�� I I I I � ( I I�� s�� Zo,�• 1�3 1 t 03 sraR u�a . � (. � , `'=s, ELEV.#1 ( ( I ?�'' �\ _ •i i ( ' i � i i i i � �`L�� •.i • i i ' � i�o` i 14.90 I I � �1 0, � ( ELASTOMERIC COATING �,� 16.56 ' OVER POUR STRIP,TYP. `ti • � I I SEE7/A7.02 �, , � 2�, ( � �, �,�� / � 9� 1 37 8 ' t� ' � / 8_9• ��o� ,' I � 'T 9� I I I 1 ;1p1 1 I 1 1 I I 1 I 1 _�. �y a� ' O°' D.� 1" �O'L 1� • a� f a� hti \� � ,ycP,� ,y°�' tio''� ,y°�' � , ,y°�'' ;y°�'' , ti°�' ,ycP' 'ti°�' tio�'� � , ,y tio'��' ,y°'�' ryo�`°° �0�0 / � b � - F - - - - `ti��1 - ,� - -� G ) �a� �ry� �o,� 1� �• 1�;� �o��l1a,� ryo� �,� � �� ,� �,�y , N �i ,yo tio' tio' ,��'' ��' ,�9' a tio tid°' ,ycA' ti ,ycA' ti ti ' p STAIR#3 A � � � � 1° �� , A3V02 i i � i i i i ,i I i I � i i i i �' . ( I DGE,TYPD SLAB I ( � ' f I ' �CLEARANCE BARRIER �� RAMP DN RAMP UP �L� Q B.87 ( I t _ABOVE,SEE 2/PKA7.01 _ �PROVIDE FLUSH OUT J BOX FOR t ^� \/ __ I ( PROVIDE FLUSH OUI J BOX FO� � � � (FUTURE ACCESS CONTROLS � � � � I ' � � i FUTURE ACCESS CONTROLS � ' ' B.65 � �� B.24> � � � a � �,j_ 00 �9 ' . p�"� � .�0 rerl. . •�J � � � 0.A ( n�"� . ,1 . O`�' 2 A ry�p� ,yo� �o,�``A �o� , ,�o'` ,ycA � ,�� s84� ,�o°� �,yo� � ,yo� ( ,ycP �ti°� • � ( I I �.o� � � —- _ F. - - B �,y a� 1y oti 1`� ao o� ao 1,� O,y ..C. �,• I ��, �' a '�� ,�,0`�� 0�� ry0�� r�'� ,y0�� ry0�� ry0�� ry0�� 0�� ,tiCA� � ry0�� 0�� `L�� l�0 � `L� 6.10 I ' �� o� I f " � THICKENED SLAB ' ' I I EDGE,NP. SEE 91A7.01,TYP. ' � - 6A 3> I I � ( i i � `� ( � � � � � , , � � � � � , , � , � � - - - - r - - _ - - ^ ' ' � ( � - A.32> . � � � . � A �' � ' ,� m - `ti�� — � �6) I �� C• � �� — � 2q433 ELEV.#4 � I I • • - - - A STPJR#2 8 ELEV#2 8#3 ABUILDING BY OTHERS �.02 � � MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CIN, CA 94065 s K E N N E T H R O D R I G U E S 8 P�R T N E R S I N G. ��s N o r i n w n�.m.� n a.a, s��i. z o 0 M o u n t�I n V 1 e w C A E 5 0.Y!S.0�0 0 CONSULTANT � ��, �� II�/ ` „ �� !-�'!•i:\�— ..�,' � r _ ��al, �,�� ,-�Mr�-�wr...r � � ■ �_��.�i.s I•�,:i �I��•:...i: aev�saN �o.�cr rio. 22.559 DATE 08.30.2013 DRAWN 8Y PC?C SCALE 1/16'=1'-0' CHECKED BY JF/RSCM13NN SECOND LEVEL PLAN � � 1.SEE SHEET A5.04 FOR WALL TYPES. - 2.FLOOR ELEVATIONS ARE SHOWN TO TOP OF STRUCTURAL SLAB UNLESS NOTED OTHERWISE 7A�■O� 3.PROVIDE LIGHT BROOM FINISH OVER CONCRETE W I ELASTOMERIC COATING. 12'�tl2' 30'-0' O2013 KENNETH RODRIGUES 8 PARTNERS,INC. ■ � � 1 2 2.3 3 4 5 6 7 8 9 10 10.5 11 11.44 12 13 14 14.34 15 16 17 320'-0' 16'-0' 9'-0' 12 @ 20'-0'=240' 20'-0' 9'-0' 16'-0" 9'-0' �r-s• a�-s• s�-s•' � � � � � � � � , � o.ss � � � � � �\ �C.65 v � � � � �\ �C.33 �J O N 9'-11' 3p. � ,,.45 � ?�'�• �\ � 12.30'S I i i i i i i i i i i i i i �Dip• �� i i i -- ' 13.17 I - - t �'SSS � N II,L��66, I I I( I I I I I `L^y� I I ( I I I I II�� s�' �O�• 7�3 14 03 STAIR tlt 8 . ' I (' I � / �s' ELEV.k1 I + I ?� �\ . ' � I I ati ' 14.90 i i i ' ' i i i i i i ti�� i i i i i i i . ' I � �o�, ELASTOMERIC COATING po � �g,� OVER POUR STRIP,TYP. �,'�b� • � � J SEE 7/A7.02 I, , , 66 ?0; � I '�1 `L�� 9� 17.38 ( ' . ' ry�� ry�� •, • � �T9. I 1 � I I � I � I I I ' I I I I / I I _�.. �,�0 �.� A� �p'L .p1`� ' �C�' ,'�'�h ' �04' ' p1`� p0g p0`� �,5 .�A �,,�5 'L�. �,�b • `L'� ( �.�. `L�. 'L� `L�: i`L�. 'L�. ' `L `Ls ' `L'� ,y.�a ,�^y � C / � __ r• ry��O � I� � _ p0` ,�� ,��h ,��.ti �°' 0� �� ,�ti � �y'?�s �� ^�`•� ��`•,,� .• N 2 ,y, ��' ��' �s' �o°j' ryo� s��s' ��' ry . 1 ti ,y�. ti ti �p STAIR#3 A3.02 '�`9� � i i � i i i � III i � i �,' � � i i i � IHICKENED SLAB W � ( \\ ( ( EDGE,TYP. � I � Q q RAMP DN RAMP UP 'L�� B.87 � � I I I ---- -- � o v ,�`° �� PROVIDE FLUSH OUT J BOX FOR � ' PROVIDE FLUSH OUT J BOX FOR <6.35 - fUTURE ACCESS CONTROLS � � � � i i i � � � � � ( ( FUTURE ACCESS CONTROLS � � � B.65 �\ 9 ( � ( - e.za> ^ N ��" �r�`L �.� Ap,`L � ��6 . .�'� . �h . .be . ah. a'� ' . p0 . ,�0. ,p Z �' <6.04 ,y�.h' 'L�. �,�a• ,y�. ' ,Ls •'1,s`ti' � ,ti�.�' ?Oye� ,�''�' �,y�.°j' � ,ti�.�' ( ,�s�' I.y�.6' � ,��.h' A3.01 �' v � I I I ` F. BN _ ' _ _ _ _ _ - B 0ti' � �y �' �;� ati 1,�' � �y ..C. I ��' I ��a,� A�� y� � � yh �.a' � �.h' � sh� �.h' � �.a� � sp' � �.a' � �.h' �.h' � �.b' � �.a' ti° �' � ti� 8.10 ,�a• `1. 'L 'L `1. 'L 'L �L 'L ;L '1. 'L �/ ti I I °' N 1 Q � ' �--� I f THICKENED SLAB I 1 q I I EDGE,TYP. SEE 9IA7.01,TYP. I � �� A.63> (V N f ( I 178 PARKING STALLS I ' �, �\ (O I I I ' ' I 1 1 I 1 � I I 1 I I 1 I �Q �D • •� • �e.ss - - - - r - - - - � v � . � � ��> Q I � � . N N � �0 _ `L�h. . . f ry��10 i . . . i . . ry��rao � i . � . ;��yrao. . . � . . � �. ?7S,� ELEV.#4 � A ` � - - A � 6 BICYCLE PARKING TO 'STALLS IN STORAGE ROOM 'v �o � BUILDING BY OTHERS � STAIR#2& ELEV#2 8#3 BUILDING BY OTHERS � 1 n3.o2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA S U B M I TTA L MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T H R O 0 R I G U E S 8 P A R T N E R S I N C. d�5 N o�t� W�i s m�n R o�tl, 3 u i 1• 7 0 0 M o u n t�1 n V I s r . C A 6 S 0.9 E 5.0�0 0 CONSULTANT - II � ,\ � � I�/ �� „ ■� ...c�' •�:\ - � ' � \�_ . :r' :; �r ��: _,_,�r ��.�._.�..... '�,I:: ��i�,:,,..: J aev�s�orr a�o.�cr ra. 22.559 �A� 08.30.2013 DRAWN BY PC/fC SCALE 1/16'=1'-0' CHECKEDBY JF/RSCR2NN THIRD LEVEL PLAN _ -- _ _ 1.SEE SHEET A5.04 FOR WALL NPES. 2.FLOOR ELEVATIONS ARE SHOWN TO TOP OF STRUCTURAL SV�B UNLESS NOTED OTHERWISE 7A2■O I 3.PROVIDE LIGHT BROOM FINISH OVER CONCRETE W I ELASTOMERIC COATING. 12'�1IY 30'-0" OZ013 KENNETH RODRIGUES b PARTNERS,INC. �� -� „ ., � � ,,.� J,4.34 ,5 ,6 , 20'-0' 9'-0' 16'-0' � � � � � "�-s• a-s � � s,-s•' i i i i i i i i i i i 9'-11. i 0.68 i i i i i 3�� „.45 1 ?0;�, �� A3.01 12.30--� � 12.65 ' i i i i � i i i i i i i i �O;p, i�� i i i � 13.17 � � - - - - - - STAIR#1& ?�s83 �N II`L`1'h0�1 I � �I I I I I ( `L�'�� I I I I ( ' I � s�� o�• 1�3 14.03 EL�.�1 ' I i' I - �' ,6 _ . • ( � � � hy� • � �o`` 14.90 i i i I � i i i i i i titi �i i i � ?O i i �i . . I � ELASTOMERIC�COATING h1 ' �• 16.56 q °f OVER POUR STRIP,TYP. 'Lb� • � � �°, ( � SEE 71A7.02 ' � • �� ( � �� • �1 i � . ti`ti�� i 9� 17.38 �C.33 I ti'l" g'� I' LJ � I � � I � �,'l,�'' ��;g, i i i i � i i i i i i i i N ��,�- ��j'� y� �Ap�O I . ryby9 .�b� . . ry�rys �h�'L ��,'� . . ryboP ' � �,p�Ji �.��'L g'�� ,�•� , i �ti ti ryti ti I ti ti ti ti ti ti ( ti ti � ry� �ti � b � C � _ . F. �,`tiy� - I� - - rye.°'� ,ti"��9 ry'L1� ,y�� ,y0y1• .�0a1 `'�?�I�'0`� '1�' ry0`� ' �,`L�� r�,h`�' 1,`Lhb� 1,'L�� '• N STAIR k3 ti ti ti ti ti ti •�� fi ti ti va A � ryp �� , v.02 i i I � i• i i, � •i ' i `ti � i � i � IHICKENED SLAB � ( � I ` I I EDGE,TYP. ' ' � _0� 4 q RAMP DN RAMP UP `l`�'� 8.87 � � � ' f ---- -- � ^� \/ �� PROVIDE FLUSH OUT J BOX FOR � ' PROVIDE FLUSH OUT J BOX FOR �8.35 - i i i FUTURE ACCESS CONTROLS � � � � � � � � ' ' ' FUTURE ACCESS CONTROLS � � ' B.65 �\ ( � ' � - 8.24> N =0�_ �9 ,�e� h� � �� ,y'` •6h 6� � ' •y� y�,• I�I Z � .—. <B.04 �,�Lh �ytih� ��,h� �a� ' �.`�� yti�'� �,ti �?p� �,� �,�°j� ,�,ti0 ( �.� ,�,ti`O� �,ti�'� A3.07 ti � v - F. I I I -- B i� - - - - - - - - B �ti � ti`' hti ti` � h9 � ti�. �ti ..c. �• �� y.,e, ,�� y� i i r�,A� �`Lp� � �,`l,�• � ry`1,�� `Lh� � r�,ryA' � rl,rl,b' � �,`1,A• � �,`L�� `rl},�� I `L`L�� I `L'LA� `1'R'� i `L�' B.10 ( ' �� O) N f 0 ' ' v I ' THICKENED SLAB ' ( q I ( EDGE,TYP. SEE 9IA7.01,NP. ( 1 - A 6> � v Q N �\ � I I I ' I I 1 I I 1 ' � 1 I 1 I I 1 � • • • � <a.ss - - - - r - - • - - �> � ' . . � � v Q I � ( . � <A 03 N 'L`�'�0 � �.h� i ,�.h� i ,�,`'�, ?23,e3 ELEV.#4 a' v - I I C I I I A ` � - - - A a �o � DN sTaR az s ELEV#2 8#3 , n3.a2 I MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 s N E N N E T H R O D R I G U E 5 6 P A R T N E R S 1 N C. ��s No�in wn�.m.n rto.a. su��. zoo Mo��.i� vi.. . c� e s o.c e s.o�o 0 CONSULTANT - �II� I \� i�/ � „ ■� ..�:�� .::� -- ;�, , � :��— � �r ^ __�l:-�-'� _�� ■�,�i' ��•�:��.�: REVISION aRO.�cT rw. 22.559 on� 08.30.2013 ow,wN er acrtc scue vis-=i-o- CHECKEDBV JF/RSCAiNN FOURTH LEVEL PLAN 1.SEE SHEET A5.04 FOR WALL iYPES. 7A2■O V 2.FLOOR ELEVATIONS ARE SHOWN TO TOP OF STRUCTURAL SLAB UNLESS NOTED OTHERWISE 3.PROVIDE LIGHT BROOM FINISH OVER CONCRETE 12'$1/2' 30'-0' W I ELASTOMERIC COATING. O2013 KENNETH RODRIGUES 6 PARTNERS,INC. 1 2 2.3 3 4 5 6 7 8 9 10 10.5 11 11.4 12 13 14 14�.34 15 16 17 320'-0' 16'-0' 9'-0' 12 @ 20'-0"=240' 20'-0' 9'-0' 16'-0' 9'-0' �r-a• a�-s• s�-s•� i i i i i i i � i i i 9''11' i 0.66 i i i i i i 30• � 11.45 1 20b, �� A3.01 12.30.—� 4 �'_p• � ?o` 12.65 � 1 i i i i i � � i i i i i p. i�� i i i ' 13.17 � ' - - - - � - - STAIR q1& �� N I��, I) � ( I I I I I `L�� I I I I I � �I �� s�� ?O`O• 1�3 14.03 �j EIEV.#1 • 'I I I I' ' �'' �o•, . �---� �� f ( �y1rO ,� ' 14.90 'C.65 - •� i i i i i i i i i i ' ( `L i i �O�• i i � ELASTOMERIC COATING R � N °' OVER POUR STRIP,TYP. � ,L.�1 • � 16.56 � �°, I I SEE 71A7.02 � �, �\ � ( ' 1�. , �,`�6 i �9� 17.38 �,'�� 10 ��i I i ` i `L�� T g. I I I � i � I I 1 1 I 1 1 • I I I a ,L y �.h 16 . �1 . ,� �09 . ,0 . �1 �1 ,�0 � 0 �i N .ry,�'�' ti9�`? ,y'��ry ti''h. ' • ti'�`� ( `L�y � ti�� I ti�� 'ti�� • ti� I , ti ti'��' ti��• ti'�`�� ti^a'�? � C _ F. ' �,"��, - � - - �.`� cS° a`� ah �a Fp ��. �. ' �o'� d' ` eA eti ti 2 �c�.. �,�,. ry,�,y. �„��.. �,�p. ry,tiq. ?�,�,,��0 �,�h � ry'�h 'l.`h 'L�''h 'L�''h STAIR#3 hb � A3.02 i i i i � i, i i �I i ��,' i � i � � � i ICKENED SLAB T I I EDGE,TYP. � 4 q RAMP DN OPEN TO BELOW RAMP UP �."� g.g7 � � • • � � \/ �� I � PROVIDE RUSH OUT J BOX FOR �� i � i ( (FUTURE ACCESS CONTROLS i i i i i i i i ,. I B.65 �� 6.24> � �� `°,� � C�. � ,�� 16 � .�9 . 1�. . 60 ' Oe' 1A 1`L' fo°j �A �e.oa ti''6� ,�,�`'� ,�''`'� ,y� � � ti�'� ti��' • ti�� ?3�ss �"� ��1 '�� I I I a3.o� ti < � � ' F. BN _ � � � ' ' _ ' B 09 ^�'� bti �� '1 0;� (p 1� o,�'� �� I III 6� .C. �,�' I ��16 y,�` y6 '6d� i i � „�h' i ,�h i ,h� 9�' � ^ah' � 'i`� � '�h � '�h� '�h� 9�� '�'' ti�� P� � ti�� s.�o ti ti ti ti ti ti ti ti ti ti ti ti �� , � � � (O N �--� � THICKENED SLAB ( ' Q ' ( EDGE,TYP. I I ' SEE 41A7.02,TYP. ^ Q N � I TYP.POLE i I A.�> SEE 91A7.01,TYP. m i � ' ' i i FU(TU E SED.� � i i i i i i `4 F . •�• � <6.39 - - - - - - - - v - � ' � � - ' 2> �? � � � �� `� � ' ^� ( cA I cA• � ELEV.#4 � �--' _ ry� � , � ��6 � � � � � ( ( , i ry�. . . I i . � . . .�� I . i . I . ,l �, A ` - - - A q ?`�s0 � J < �o � sraR�2 a ELEV#2&#3 , a3.oz MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 s K E N N E T M X O D R I G U E 4 8 P A R T N E R 8 I N C. ��s N o r�n w n�.m.o a o.a, s��. s o 0 uo��.i� vi.. . c� e s o.u e s.o�o a CONSULTANT � � �� i�/ �� „ ■� -;--,�' .:-;`_ � :r�� ' �r _ , a�i �.�� :�_�..... �,�_ �i��i��:::::: r• l r�v�sa�+ Pao.�cr ra. 22.559 �nnrE 08.30.2013 DRAWN BY PC/fC SCALE 1/16'=1'-0' CHECKED BV JFR2SCA2NN FIFTH(ROOF)LEVEL PLAN 1.SEE SHEET A5.04 FOR WALL TYPES. �p ^■O/'� 2.FLOOR ELEVATIONS ARE SHOWN TO TOP OF HL � STRUCTURAL SLAB UNLESS NOTED OTHERWISE 3.PROVIDE UGHT BROOM FINISH OVER CONCRETE 12'$��2' 30'-0' W I ELASTOMERIC COATING. O2013 KENNETH RODRIGUES 6 PARTNERS.N�C. ELEVATORTOWER BEYOND �� I�i � � , — � �„� � � ■ � � � '' STONE TILE FINISH 2 PIECE EXP.JOINT, TYP.SEE ZIA9.01 /\ A.32 � � � /\ A.63 � � B B24 GRAPHICS PANEL BY OTHERS) I rCONCRETESHEA ALL � TOP OF COL. __ / 253'•2" ► � EQ. 2'-0" EQ. I �'� ROLL-UP GRILLE DOOR, (OPTIONAL) METAL GRILLE�OOR (OPTIONAL) EAST ELEVATION SCALE: 1/16'=1'-0" � /\ 17 16 15 14.34 14 13 � /\ /\ C.33 C.65 D SKEWE ELEVATION —— — — � i p�\� CONCRETE UPTURNED BEAM-PAINTED BARRIER BEAM,SEE 3/A7.01 TYP. ROLL-UP GRILLE,(OPTIONAL) REVEAL NP.SEE 7/A9.02 /\ 12 11.44 11 10.5 i 10 9 8 � � 7 6 FIFTH LEVEL z�a�-�o• FOURTHLEVEL —�4�_8. THIRD LEVE� 2�a'-s' SECONDLEVEL 204'-4' MEZZANINE LEVEL 193'•0' CONCRETE COIUMN WITH EIFS CONCRETE UPTURNED BEAM 5 4 Res.14-122 -(Condition#15)Prior to issuance of building permits,the applicant shall work with staff to submit a final garage plan to demonstrate the following changes to the satisfaction of the Director of Community Development. • Demonstrate compliance with the 60'maximum height limit as measured from the sidewalk along Vallco Parkway. • Provide additional decorative detailings to the garage to make it less garage like,including possible green screens or other appropriate architectural features as deemed appropriate by the Director of Community Development. • Incorporate additional decorative siding material to the ground floor concrete crash wall. • A more decorative(with custom patterns/ details)metal railing design within openings on the 'stair tower ah�'ti'te p2timeter of the�roofleyel. � � — _--� -- _____ —_--- t_ " ��'�'n.�"��nj,-��.�d,o.�-�,� � � � � ��&�� Pir��c��a��'ra.li�"li��SS�t'1#7 "�" ��.a�- � i�i...�t � (.l��^`i�R�'�R°•� �!��''�J�:,.. + ...,.-�........�...,�.......... � '�'�.4 � �. � � . & � J��C��a�! � �itit��Mtp J3+�+Ci' � � > ' �"�. ��,,. 3 2.3 2 1 NORTH ELEVATION ��._....__.�.,,...-,�.._,�__ ,tt„Ay.�� - - -, 1 SCALE: 1/16"=1'-0" FIFTH LEVEL 234'-10" =OURTH LEVEL� 224'-8"v THIRD LEV� 214'-6' iE�OND LEVEL 204��4• �NINELEVEL 193'-0' �ROUNDLEV� EL.VARIES NOTES: 1.THE LEVEL ELEVATIONS SHOWN ARE FOR REFERENCE ONLY.SEE PLANS FOR GRADE ELEVATIONS. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H F O D F 1 G U E 5 8 P A R T N E R 5 I N C ��s rvo��n wn�.�-.� rtaea. s��i� zao M o u n I�i n V i e w . C A 8 5 0 9 8 5.0 I 0 0 CONSUITANT �II\ � \'�� / !�/ �� -.:.�� •� :� ..� ,� _,, �� ° :��: �,�: __ _�._,�. ,,_,. . 1..�,.i�.a '. ��';;! ��■;��wD � REVISION RAILING REVISIONS 121.14 PRO.�cT No. 22.559 DATE 08.30.2013 DRAWN BV TC SCALE 1/t6"=1'-0' CHECKED BY JF/RSCrttNN BUILDING ELEVATIONS 7A3.01 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. n � � n n n C.65 C.33 C 6.35 8.04 8 B.70 B.39 METAL STUD GYP. OARD&EPA CONC 7E SHEARWALL-P INTED EIFS � - - DECORATIVE RAILING EQ E�2'-0"=Q EQ � � , . , , r 1 . .. �'/�■ A AA BB CC DD EE FF HH TOP�OF COL.� - - - - - - 253'-Z"V _ � :,o�-o� .;�o:-o�:.io�o;..,-�o;-o' s�-�o" � _ _ FIFTH LEV� z�a�-i o• �.= _ _ FOURTH LEVEL _ .��; 224' 8' ;�. �_ �. � �_� ��/ ��i T�6, T�s, �,\p2 O\9� �,\92 O` Q2 \ ��. � � �\ CONCRETE FILLED STEEL PAN STAIR REVEAL DTL.SEE 7/A9.02 GRAPHICS PANEL(BY OTHERS) ROLL-UP GRILLE -CONCRETE DECORATIVE LIGHT FIXTURE (OPTIONAL) CRASHWALL,PTD. WEST ELEVATION TILEBASE SCALE: 1116"=1'-0" � 1 2 2.3 - ,� � ♦ 3 4 5 STOREFRONT WINDOW,TYP. rEPA WALL(2HR FIRE-RATED)INFILL . I SEE 3/A5.04 ?,�:.'.' ., :�.� �' '��: '� '�� p�92 Tp�p� �TILE FINISH FRAMELESS ENTRY DOOR SOUTH ELEVATION � SCALE: 1116'=t'-0' _ _ THIRD LEV� 214'-6' � _ _ SECONDLEVEL � 20�1 MEZZANINE LEV� � 193'-0" � L�_ _ GROUNDLEVEL n EL.VAR�� EPA FLEX BUILDING BY OTHERS(SHOWN DASHED) 2-PIECE EXPANSION JOINT,TYP. SEE 2/A9.01 6 7 8 9 10 11 12 �EIFS �DECORATNE R,4ILING , EQ , EQ 2'-0'EQ , Ea 13 14 1 CONCRETE CRASHWALL Res.14-122 -(Condition#15)Prior to issuance of building permits,the applicant shall work with staff to submit a final garage plan to demonstrate the ;following changes to the satisfaction of the Director of:. iCommunity Development. �• Demonstrate compliance with the 60'maximum '-height limit as measured from the sidewalk along ,Valico Parkway. i• Provide additional decorative detailings to the ;garage to make it less garage like,including possible ;green screens or other appropriate architectural if r m r ri h Director of eatu es as dee ed app op ate by t e i Community Development. j • Incorporate additional decorative siding material'. �to the ground floor concrete crash wall. ', �• A more decorative(with custom patterns/ Edetails)metal railing design within openings on the �stair tower and along the perimeter of the roof IeveL ', ■'� . �I-I-I-'-I-�_� ■'�� ■'� -!-I-I-!-i-i- : � : • . --- - -- •' '• � �� - - - - - ---- ---—� -----— — --- - -_ - - - - - - �- - - - - - .I� '_ I� �� - -. _ - - • • . . . � � . � . •� � 15 16 17 _ - � _ TOP OF C0� 253'-2' _ FIFTH LEVE� 234'-10' _ FOURTH LEVE� 224'-8' _ THIRD LEVE� 214, 6. _ SECONDLEVEL� 2oa'-�I _ MEZZANINE LEVE� 193'-0' GROUNDLEVEL �- EL.VARIES NOTES: t. THE LEVEL ELEVATIONS SHOWN ARE FOR REFERENCE ONLY.SEE PLANS FOR GRADE ELEVATIONS. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SU BM ITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T N R O D R I G U E 5 8 v n F t N E A 5 ��.t, ��5 N o r 1� W�i�m e n R o a C, 5 u i 1 s 2 0 0 M o u n t�1 n V I e w . C A 6 5 0 9 fi 5 0)0 0 CONSULTANT __ � �II\ ��.��`\^, „ �L/l�� '�`, \'� : ",� r � :�,II:r�-i� i •IS'� �, ,��_�..... �. , ti ..��. ■�;: ��i�..��.. --:�.�_ .� _ ... _J REVISION RAILING REVISIONS 121.14 Pao.�cr r,o 22.559 DATE 08.30.2013 R DRAWN BV TC SCALE 7/16"=t'-0' CHECKEDBV JF/RSC�T2NN BUILDING ELEVATIONS 7A3.02 O201�KENNETH RODRIGUES 8 PARTNERS,INC. !Res.14-122 -(Conditfon#15)Prior to issuance of building permits,the applicant shall work with staff to. submit a final garage plan to demonstrate the following changes to the satisfaction of the Director ofi. ;Community Development. !• Demonstrate compliance with the 60'maximum� ;height limit as measured from the sidewalk along iVaUco Parkway. j• Provide additional decorative detailings to the garage to make it less garage like,including possible green screens or other appropriate architectural features as deemed appropriate by the Director of Community Development. • Incorporate additional decorative siding material� ,to the ground floor concrete crash wall. �• A more decorative(with custom patterns/ idetails)metal railing design within openings on the �stair tower and along the perimeter of the roof level. i t—_----------- --—--------------� �� 17.38 16.56 14.90 14.03 13.17 12.65 12.30 11.45 10.66 � � � � � �� NORTHEAST ELEVATION � SCALE: 1116"=1'-0" TOP OF COL. --- 253�'-2' ,__ FIF1H LEVE� �234, 10" FOURTHLEVE� .�_ �r8, ,__ THIRD LEVE� 214'-6' ,__SECOND LEVE� �'-4 ,_MEZZANINE LEVE� 193'0" ,__GROUND LEVE� EL VARIES NOTE:THE LEVEL ELEVATIONS SHOWN ARE FOR REFERENCE ONLY. SEE PLANS FOR GRADE ELEVATIONS. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBM ITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H F O D R I G U E S 8 P A R T N E R S i h C <1 5 N o i 1� W�i c m a n R o a d, 5 u i 1 e 2 0 0 Mo�ntsin V�i ew C A 6 5 0 9 6 5 0] 0 0 CONSULTANT �II� ��\�� „ `'\i ��,.... :�;�� E� ,.... , ■ \__. i . �r i � � ■i . �.:....:....� • � 'i.il: ��+�r : : ��1 I r..�,�-,.��N-�..r ,_�� `.��.�� j ��tl;; ��■.i��w� J . . PRaECr r,o. 22.559 DATE 08.30.2013 DF2AWN BV TC SCALE 1it6'=1'-0" CHECKED BY JF/RSCrt3NN BUILDING ELEVATIONS 7A3.03 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. /� A ' �� i i a�� 4o 'v' ,-�1B � i '� C ��, ; D �� TRANSV ERSE SECTION 2 /��, i-�, �. �,�.. �- ��. i i 1 ,; �2 �2.3, 3 � 4� ' S ;� Yi .,� �.i �,, � ; ' ; � i i � � I � � � � � � i\ ; 7 Y � :8�j �fJ i''�. ' 9 �� !��._ `10 SEE SPECIFlCATIONS /11 11.44 12 1 �� i _ FIFTH LEVEL.� 234'-10"�1 _FOURTH_LEVEL� �2�1 _ THIRD LE__ VEL__� 2 i�I SECOND LE__ VEL_/1 2oa'-4'V MEIIANINE LEV� 193'-0' GROUND LEVEL� EL.VARtES f BASEMENT LEVEL� EL.VARIES )BASEMENT LEVEL� EL.VARIES `\;� i i %�, �''-_ '�-. ' 14 14.34 15 18 �i � �Y� �' , �! i Res.14-122 -(Condition#15)Prior to issuance of building permits,the applicant shall work with staff to submit a final garage plan to demonstrate the following changes to the satisfaction of the Director of Community Development. • Demonstrate compliance with the 60'maximum height limit as measured from the sidewalk along Vallco Parkway. • Provide additional decorative detailings to the garage to make it less garage like,including possible green screens or other appropriate architectural , features as deemed appropriate by the Director of Community Development. • Incorporate additional decorative siding material to the ground floor concrete crash walL • A more decorative(with custom patterns/details) metal railing design within openings on the stair tower and along the perimeter of the roof level. ;��. t7 � _ FiFTH LEVE� 234'-10" _ FWRTH LEVE� 224'-8„ _ THIRD LEVE� ?14'-6„ _ SECOND LEVE� �,_4. _ MEZZANINE LEVEL� 193'-0'�/ GROUNDLEVEL� EL.VARIES ST BASEMENT LEVEL� EL.VARIES ND BASEMENT LEVEL� EL VARIES RO BASEMENT LEVEL /1 El.VARIES V _....._. ------ _.. ___ .,,«ry.�,��..�,��.� ..�._�. 1. THE LEVEL ELEVATIONS SHOWN ARE FOR REFERENCE ONLY.SEE PLANS FOR GRADE ELEVATIONS. LONGITUDINAL SECTION 2.SEEAS.OSFORROOFFINISHSCHEDUIE 1 3. ALL FOUNDATIONS ARE WITHIN THE FOOTPRINT OF THE SCALE: 1/16'=1'-0" STRUCTURE MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY CA 94065 R �F N�u F�N a n n u�r_.r s r ,.i.i�-�i i�; r,.. 1 1 5 N o r i n W h i f m�n R o�d 9 u 1 t e 2 0 0 u�.��.., , .,�,. . � F ,, , � _ : .. CONSU�TANT V�'�P��y��F �:�� .�� :`�C 12.818 .�, �63015 �' N�. �'Q �'•. _� 9��CA`l� __ %II� �' � � �� ;: �� ..... �� - '!;�!�i i—�—,+� 1 � ,' �W�t- � ■��_:' - ...::.. �_., ....��■� � REViSION �o�ecr rio. 22.559 onrE 09.26.2013 DRAWN BY TC SCALE I�76'=t'-0' CMECKED BV Jf1R3GRNN BUILDING SECTIONS 7A3.04 Oi013 KENNETH RODRIGUES 6 PARTNERS.INC. � A.32 � i � � CRASH RAIL I i� A.63 ._,� � __ _� F�m t�vE� � 234'-10" iD � _ FOURTH� 224'-8" DE( DECORATIVE FOAM d FO/ EIfS FEATURE APPLIED fEA TO CONC.COL. APf � COt — — THIRD� 214'-6" co i� RAN � 2/ � � =11 � � � � �� S.T �,. .�.�_.. ! ___i___ .'. ��" �- ^ ��;�= � � r __.___... 4{, MEZZANIN�LE1/EL.� 193'-0'Z/ ' �'d , �, � -=—Y::-- _� -�cow►Tn��'r --- FIXTURE ----�----___. —� DECC �.__.__��__._____ LIGFfI ;p t __ FIXTI, t_-- ��; GROUND._LEVEL� -----j-------------- EL.VARIES 1 i — ---r �� ROL�-UP GRILLE SEE ' 18"X18'STONE TILE DOORSCHEDULE ' fIN.TYP. ENLARGED ELEVATION 3 SCALE: 3l16'=1'-0' sd..,�_ _ ° � � � -2 � At��a��v�i. � �r ol��:!5. � ! ��`-`"'.r!"'�,t�. � --------' 4 �i.� t P'drs:43?� � �'�-��a?!:'s:..`•� ,>�, - � � DOOF2 SCHEIXRE TILE FlN.TYP. ENLARGED ELEVATION 2 SCALE: 3/16'=1'-0' Res.14-122 -(Condition#15)Prior to issuance of building permits,the applicant shall work with staff to submit a final MA I N ST R E ET garage plan to demonstrate the following changes to the satisfaction of the Director of Community Development. • Demonstrate compliance with the 60'maximum height limit as measured from the sidewalk along Vallco Parkway. • Provide additional decorative detailings to the garage to make it less garage like,including possible green screens or C U P E RT I N O other appropriate architectural features as deemed appropriate by the Director of Community Development. • Incorporate additional decorative siding material to the ground floor concrete crash wall. • A more decorative(with custom patterns/details)metal railing design within openings on the stair tower and along STEVENS CREEK @ FINCH the perimeter of the roof level. CUPERTINO, CA ,�, ,, -�, ASA 9 8 �; �'� SUBMITTAL )ECORATIVE 'OAM 6 EIFS EATURE 1PPLIED TO :�� )ECORATIVE .IIiFiT .IXTURE MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY �A 94065 fl FIFTH LEVEL /1 234'-1�� 1.f N M1F 7 H q(�(�H�f,yF 5 6 !'�R 1 Yf-H 5 �N,: ��5 N o r i n W R t s m a n R o�d . S u�t s 4 0 0 M n��t a n V i R w � rt f, 5 „ 51 8 .. C i!: f� FOURTH LEVE� 224'-8" coNSUiTnnrr THIRD LEVE� 214'-b" SECONDLEVEI �,.,. M IF�NINE LEVEL � 193'-�1 � � �EC�unvE IGHT tXTURE GROUND LEVE� EL.VARIES FIN.TYP. DOOR SCHEDilLE NOTE:THE LEVEI ELEVATIONS SFiOVVN Af�FOR REFERENCE ONIT. SEE PLANS FOR GRADE ELEVATIONS. ENLARGED ELEVATION � SCALE: 3/t6"=1'-0' ��A!�y, ��:��'P�� :�6�30815 T°� N'• ��.Q �••. .� 9��F CA1.1F __ �II� �' � � �� -�� -:: �� _.��; � �� - 1 —��=1� � �� I r— ��•��_..,..... � ■�!;; �.��,■ .. REVSSICN ��,PROJECT NO. 22.rj59 DATE 09.26.2413 DRA'JVN BY 'C SCALE 3/18.�t.D. �CHECKED Br lF�RSC�RNN ENLARGED ELEVATIONS 7A3.05 O20'3KENNETHRODRIGUE56PFRTNERS.INC. ! ■ Res.14-122 -(Condition 15)Prior to issuance of building permits,the applicant shall work with staff to submit a final garage plan to demonstrate the following changes to the satisfaction of the Director of Community Development. • Demonstrate compliance with the 60'maximum height limit as measured from the sidewalk along Valico Parkway. • Provide additional decorative detailings to the garage to make it less garage like,including possible green screens or other appropriate ;��' ! ' � '� !�� !� � '� �� ' �� 2� � 1 1.85 : 2 , 2.1 � 2.3 !2.85 I 2.92 3 architectural features as deemed appropriate by the Director of Community Development. '�� ' '�,� `�.✓ `��,i • Incorporate additional decorative siding material to the ground floor concrete crash wall. � ' • A more decorative(with custom patterns/details)metal railing design within openings on the stair tower and along the perimeter of the � , roof level. _ ' ' ' - '. -.'. _ � TOP OF PARAPET� ___ __ __ _ __ _ �__ _____ _ _ .._� __ _ -- --- ----------- _ , ?53'-2" TOP OF PARAPET� � 5 ' 4�, ,3 . I, ', 251�_9. ,Y '�,! � ' ; , UP-TURNED 7 � s - -' ; ; � ALIGN CONCRETE r : , BEAM�PTD.TYR ` ; : � -- -- — , CRASH RAIL � , — / ' , . , ' FIFTH LEVE_� '.------ ------•-- .------- FIFTH LEVE� ' ' f�fTH LE_ _VE_L_� 23A'-10"�1 234'-10" — — — — ---- 234'-10" V DECORATIVE I DECORATNE FOAM d, fOAM 6 EIFS I I EIFS FEATURE APPLIEO FEATURE ' TO CONC.COLS. �pp�CECOI�. � ! — — � � ■ m� i-�m ��, i� ''�� . • -- _ � �� FouRni�� — 224'-8,. 21 d'-6" � � � i � � � � � �/ � � �i� �� .ii��as�.. ��w�► -- � •-. p ��.. :�'�� '�" w � s� �� s' � ••• ,,�:�i �,, �,-_ FouRrH�� 224'-8„ ` E I t � E THIRD LEVE___L_� 214'-�7 � I € REVEAL,TYP. SEE 7lA9.02 i i SECOND LEVE� � 204�-4• � —NO SCREEN BEHIND CHEVRONS ABOYE MEIZANINE LEVEL MEZZANINE LEVE� 193'-0' � EV L 6' ISION JT, P. fP. SIGN fEM SEE A5.01 EVE�4'-4" 4/A9.07 _TILE FINISH,TYP SYSTEA�1 EVE� 3'-0" ; _ , - _.i `j � ; ,e, a� : , �- , , � '� � iaT-o� � ) ; , .::. , � � � T ; b ` , � :_t , I ; � , � .. � = I � 1 t m , p;,- : _ :.: - , . � , ' ' ' Y �' 1' .__ � + I , _� � l; ,�- � I 1 l'1 �-� �'. l �`� - :. � _ , !' . ,i , _ _ � __ �_ ._ _ _ _ _____ __. __ _ _ ' _ GROUVD�EVE___L j} 18"xte '� I GRWNOLEVEL� ` ' GROUNDL VE EL.VARIES v STONE TILE EL.VARIES 1 EL.VARIES �� , > � � � � FIN.TYP. ! ; , _ , . ` '�. . ��.. . k..� .,._,.�i. --.��.�._1,../`/�J-,l'�J�i^�i�'�^-_.^.�;..._.. �. :� . �'. : �r ��._.�-... .. . '.._ .'_ � _— SECURITY SCREENS, 18'X18'STONE ��N SEE A2.04 d AS.03 T�E Fpr.Typ. SCREENS,SEE A5.03 AND A9.10 NOTE:AT ALL LOCATIONS OF PLASTERIFRANNNG BUILD- — — ' -- —— -- -- —- OUTOVERACRASHWALL,PROVIDECONT. �Res.14-122 -(Condition 12)Prior to issuance of building permits,the applicant shall revise material! coti+PRESSioN-�iTSEn�ariT�EMSen��THOR¢o�rT� '#18(Ceramic Tile -Alta Vista Daltile or Equivalent)on the Materia)Board(Sheet MB-1),and as it AND VERTICAL GAPS BETWEEN CRASHWAl13 CALUA�N �c�ouHO,a�n,�wo2N��s► ioccurs throughout the project plans,with higher quality stone or equivalent side material to the ENLARGED ELEVATION 3 S�: �,6•=,�.� satisfaction of the Director of Community Development. !10.Parking Garage&Lobby=St.Marc Dore(honed) NOTE:THE LEVEL ELEVATIONS SHOWN ARE FOR REFERENCE ONLY. SEE PLANS FOR GRADE ELEVATIONS. ENLARGED ELEVATION 2 ENLARGED ELEVATION � SCALE: 31t6"=t'-0" SCALE: 3116"=1'-0" MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY CA 94065 11 N(N�f T N ii(1 Il R'.f.„F S t �n('1 Y L N i I.�. i 1 5 N o r t h W h i�m�n F o a d. 9 u�.e 2 0 0 Mn�n.a n Y�ew .. � F. 5., N ti _ �. � �i 1� CONSULTANT S�A��y, tiV��`��n �?`�C12.818 T:� N.�63015�,:� 9�' ~ ��F CA`lF� _- �� ' � „ '/� '�: �� • t - '� '��i�' -�� 1 ��..'..'-'�..�.r- � ■r�� • �-•��•..•� �_., �!*�i�' a�o�ECr rro 22.559 DATE �9.26.2��3 DRAWN BY TC SCALE Jl18.=i.0� CIIECKEDBY JF/RSCh2NN ENLARGED ELEVATIONS 7A3.06 O20�3 KENNETH RODRIGUES 6 PARTNERS.INC. ^� ' � � i � � �� A ��. 8 �C �D... j.�_ SKE'1rED ELEVAT104 -.___ __�.; i 9 � � EAST ELEVATIQN 2 scn�E: �ns•_��-o• � �15� 14.34,1,4, �3� ``12 f 11.41 , 11 � �,�' �v �.. �.✓ . _ :�,, l r--- SKEVVED EIEVAT10N --------- ----------�-j � i FIFTFI LEVE�L � 23�'-10'\1 _ FWRTH LEVE� �z,._8. _ 7►iiRO�� 214'-8' _ SECOND�� i ��, _MEZUNINE LEVE� 193'-0' _ GROUNDLEVEL� ELEV.VARIES Res.14-122 -(Condition#15)Prior to issuance of building permits,the applicant shall work with staff to submit a final garage plan to demonstrate the following changes to the satisfaction of the Director of Community Development. • Demonstrate compliance with the 60'maximum height limit as measured from the sidewalk along Vallco Parkway. • Provide additional decorative detailings to the garage to make it less garage like,including possible ,green screens or other appropriate architectural features as deemed appropriate by the Director of Community Development. '':• Incorporate additional decorative siding material to', the ground fioor concrete crash walL '• A more decorative(with custom patterns/details) ! metal railing design within openings on the stair tower and along the perimeter of the roof IeveL � i . ._ _—__-___.__-_—._.__._.__ -._—_—.-__________ _______.___.__ __.__..__..__—_—.__-_._— -Res.14-122 -(Condition 12)Prior to issuance of building permits,the applicant shall revise material� #18(Ceramic Tile -Alta Vista Daltile or Equivalent)on the Material Board(Sheet MB-1),and as it occurs throughout the project plans,with higher quality stone or equivalent side material to the satisfaction of the Director of Community Development. , '10.Parking Garage&Lobby=St.Marc Dore(honed) -� �� •"�. l i�.� /� ,-� i�� i�. i... i.. (10 ', 9 L 8 I ' 7 � B 5 r{ i 3 . 2.31: 3 2 1 '��' L � �.� � �.% �j � �,.�., � ` i� �, I CONCRETE fiLIED �-CpNCRETE CRASHVv'ALL '--'.siE 9ASE NORTH ELEVATION � SCALE: 1118'=1'-0' _ F�FTM LEVEL 231'-10' FOIfRTH LEYEI_ 224'-8' _ THIRD LEVEI 214'-6 SECONDLEVEL 204'-4 61EZIJ±NtNE LEVEL t�7'-0' GROUNDLEVEI ELEV.VARIES ...,._.SIGN Res.14-122 -(Condition 12)Prior to issuance of building permits,the applicant shall revise � material#18(Ceramic Tile -Alta Vista Daltile or Equivalent)on the Material Board(Sheet MB-1),and as it occurs throughout the project plans,with higher quality stone or equivalent ! ; side material to the satisfaction of the Director of Community Development. 10.Parking Garage&Lobby=St.Marc Dore(honed) � '_ �ARE FOR REFERENCE OMLY. . - -_ _ __ ____ _ --- ECE AT10NS. MAIN STREET CUPERTIND STEVENS CREEK @ FINCH CUPERTINO,CA SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � R K E M h E T N R O 0 R I G J[5 6 !`A R'N E R 5 I Y G. ��5 N o�1� W�1�n a n R o�t. &�i 1• 1 0 G wo��.�- v�a. c� s s a o c o.o i o 0 ��LTtivT AWnM� kvine � . Lus M;ples Saaemenb AiWmaue/Enp�neen/g!Cnnsu�nq 12f1'Marne V'Aape Prnray SuMtt 1(p Alemetle.CA 9s:At TNeptiene 5101T3 0300 FaY S10 473(1310 e��G`'ir v�J N��•� �� y� * NO.C-30719 �. � 03/31/13 � 9T� �Fk �� CA��F �;.. �' .� ' - ,/-/� '•'�,��_i ■ : � �; — � .��i�� 1 ��=�`�w�—�� r� �� r..��.a�: ■�,�;' ��:�...: � REVI310N Prto,�cr ra. ,nx �a� �ortvu ow�wn er rc w CMECKED BY �FRlS(',RiNN scKE vis-=ra COLOR EXTERIOR ELEVATIONS GARAGE 7C1 .0 IO 2012 KEHNETN ROORIGUES t PARTNERS,MIC. L MARQ; rG'E';. D ', , i � C � B i � . ; A ��AA �BB i�CC�'�� DD� EE; :��FF� GG •� i i� ,'� J ,,Y. � I i I, � WEST ELEVATION 2 SCALE: 1l16"=1'-0" ,^� ^ i,_ �. /�, ��. � 1 2 2.3� � 3 ! 4 � ` 5 ,� �, �,� l. J �.".- � j �J ( �.} l,s�1 r _ __FIfTH LEVEL. 234'-70' --. ._--FOURTH LEVEL 22I'-8' _ THIRD LEVEI Z�,�� SECONDLEVEL _�_+ _ htEZZA_NIkE LEVEL 193'-0' _ GROUNOLEVEL ELEV.VARIES Res.14-122 -(Condition 12)Prior to issuance of building permits,the applicant shall revise material! #18(Ceramic Tile -Alta Vista Daltile or Equivalent)on the Material Board(Sheet MB-1),and as it ,_ occurs throughout the project plans,with higher quality stone or equivalent side material to the satisfaction of the Director of Community Development. The tile base of the parking garage is to be revised to St.Marc Honed. _ _-- -__ __ _ ___ _ ____. _ _ _ _____ _ __1 /`�'.., i'-` .-'� j`.. .^,. i�` .�'•. �/ '�B l, `9 ; `10, `; 11� 121 , 73 i 11 J � �/ \V � � ' � Res.14-122 -(Condition#15)Prior to issuance of building permits,the applicant shall work with staff to submit a final garage plan to demonstrate the following changes to the satisfaction of the Director of Community Development. • Demonstrate compliance with the 60'maximum height limit as measured from the sidewalk along Vallco Pa rkway. • Provide additional decorative detailings to the garage to make it less garage like,including possible green screens or other appropriate architectural features as deemed appropriate by the Director of ' Community Development. • Incorporate additional decorative siding material to', !the ground floor concrete crash wall. �'• A more decorative(with custom patterns/details) metal railing design within openings on the stair tower and along the perimeter of the roof level. :15. 17 �, j SOU1TH-0ELEVATION � � _ TOP OF PARAPET 253'-Y _--__FlFTH lEVEI _...- - -��,.10: FOURTH�EVEL_ ---- _ --- - z24:�' TH'RD LEVEL 214'-8' SECOYD�EVEL -- - 3��A MEZZANINE IEVEI ��- - �19]'-0' ---� - GROUf�IEVEI EIEV.VARIES NOTE:THE IEVEI EIEVATIpIS SHOVIM ARE FOR REFERENCE ONLY. SEE PIANS FOR GRAOE ELEVATIONS. MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 Nf4NF1M RODNtOUE� A P1�X1NfN1 INC ��5 N o�1 n W h�i�w�n II o�E. S u 1 1• )p 0 wo��,i� vi.. . c� e s o.�e s c �o 0 CpdU.TMT u,�rdr kvxie � . Loc M�gelee sacame�ro �rNwbc�we�Fng�nee�r.q;ConnuNmq 7201 Mv�na Yilps P�Awa7'9uM 100 AfemW��CA 94501 Tslsphaw 510{73 0300 Fu 510 413 0310 e��'iT "C�J N NNy��'.� � 9 � y' * N0 G30719 * � 03/31l13 r 7r� ��ti �� CAI�F -=; ri.;..�. �/ � ■� -..��'� =. _, ..� ., � ' _� : �_. ` i�9r I� , � � z . � �: � .��_�...� ,�.� ■ •�....� .. � • ��:_�si�:..—.,: , .. -�--- _ . _ ., ��s� GROJEC7 NO. 1273A DATE 10lIT/lZ DRAVYN BY TC $CALE t/16'•t'!r CHECKEDBY ,1FRi,4CfRNN COLOR EXTERIOR ELEVATIONS GARAGE 7C1 . 1 O20t2 NENNETH RODRIGUES 8 PARtNFRS.INC -r.b..d.A..r�a.�..,,.�+��_�.-,.a...r�+�"��—�_ . ._�� R q,�, � �� , �.� ��t�VAi. �� _ � 4}p`:,t�-1r�s�i� � �`�d'i=��$?.��t�.°'.i'i��a:��sv=:fi –- — e:�'sZ �J'N r~i�r�l7i=r`r ,��-��.;.,,�,—_,.i��......� J:� �'.. ��,,...�,... r+�! � �i�l��til1�: c��;�r , ; Rf�. .��w .k � ^swnr / .� ,-� �� .• ,,��, i- ��, �``, 1738; �16.31j 14.90; (4.03' '13.17� 12.65 �12.30' !1145: �0.57'. .� ��I j �/ �. .�� ,i ----------------. Res.14-122 -(Condition#15)Prior to issuance of buiiding permits,the applicant shall work with staff to submit a final garage plan to demonstrate the following ;changes to the satisfaction of the Director of Community �Development. �• Demonstrate compliance with the 60'maximum �height limit as measured from the sidewalk along Vallco �'Parkway. • Provide additional decorative detailings to the garage to make it less garage like,including possible green screens or other appropriate architectural features as deemed appropriate by the Director of Community Development. • Incorporate additional decorative siding material to the ground floor concrete crash wall. • A more decorative(with custom pattems/details) metal railing design within openings on the stair tower and along the perimeter of the roof level. FIF�H IEVEI 234'-10' FOURTHLEVEL 224,-8• THIR�IEVEL 214'-6' � �` �"CO�O LEV£l ��;;.:Y� -20��' -.��.::�. g. _ ;�s. �,g'� NINE LEVEI -- 183'-0' _ GROUNDIEVEI ELEV VARIES ,�\ NORTHEAST ELEVATION ------ ----- .- ------_--- ----------- ----_. ----_ ---------- -- --- NOTE:THE LEVEL EIEVATIONS SFi01MN ARE fOR f�FEREN(�ONLY. �E. �„�_�,� � Res.14 122 (Condition 12)Prior to issuance of building permits,the applicant shall revise material $EEp�WSFORC+RADEELEVATIONS. #18(Ceramic Tile -Alta Vista Daltile or Equivalent)on the Material Board(Sheet MB-1),and as it occurs throughout the project plans,with higher quality stone or equivalent side material to the satisfaction of the Director of Community Development. The tile base of the parking garage is to be revised to St.Marc Honed. MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA SAND HILL PROPERTY COMPANY 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R R F NNE I X NOO M (i�L S • FAH`Nf!t5 IN l; t 1 5 N o�1 n W�i a w�n R a�a. 5 u i t• 7 0 0 uo��+ni� v�r. c• e s a e e s c �c o CONlULIMi �.a. �rvi+e � . Las Mqelw sxranx.m Mtltiiacn,e;Frg�ee�r8;CansW�rg tpt Wnn�Visps P�rMy S�aN t00 AlamsAS,G 91501 TNeplio�x5704770300 FuS701770310 ��i T v J N.NA�y�Y c�`�� 7 � 9 * N0 G307t9 * s 03/31/13 � 9 "EO�h" `�� l��CA��F� �.Y�. °� II � G � ❑ REVISION PLAN CHECK SUBMITTAL PROJECt NO. 12738 DATE 10rl7/12 ort�wn er re sC�►E v�e'-r�o" CHECI(ED BY JFIR9CJRNM COLOR EXTERIOR ELEVATIONS GARAGE 7C1 .2 CO xo�s��rH Rooa�s a v�rrERS.n+c. . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ V I C I N I T Y Y A P ■ • DBFBRRBD SOBYITTALS • THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING COOE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM OFFICE 1 ■ P R 0 J B C T T L� � Y ■ OWNER / DEVELOPER MAIN STREET CUPERTINO AGGREGATOR 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 ARCHITECT KENNETH RODRIGUES � PARTNERS. INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H 0 T E L A R C H I T E C T DMB ARCHITECTS 8911 Research Drive,1 st Floor Irvine,CA. 92618 C I V I L E N C I N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LAN03CA►E ARCNITECT THE GUZZARDO PARTNERSHIP. INC. 181 Greenwich SVeet San Francisco,CA.94111 PARKINQ CARAOE ENCINEER INTERNATIONAL PARKING OESIGN iNC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 ■ 5 H B B T I N D B g ■ �Q,Q COVER SHEET Phone 650.344.1500 x 117 Fax 650.344.0652 8A1.1 SETBACKS PLAN/SECTIONS aQ VALLCO PARKWAY OFFICE 1 Contact Kevin Dafe aI�2,0 ELEVATIONS OFFICE t Nandy Kumar �„� ELEVATIONS OFFICE 1 Karen Ngo �,Q FIRST LEVEL FLOOR PLAN OFFICE 1 Phone 650.965.0700 dA3.) SECOND LEVEL FLOOR PLAN OFFICE 1 Fax 650.960.0707 dA3.2 7HIRD LEVEL FLOOR PLAN OFFICE 1 Contact Kenneth Rodrigues,FAIA 8A3.3 FOURTH LEVEL FLOOR PLAN OFFICE 1 Kevin Jones �µ,p ROOF PLAN AND SECTION OFFICE 1 �,Q FLOOR AREA CALCULATIONS OFFICE 1 Phone 949.272.0200 eC1.0 COLOR ELEVATIONS OFFICE 1 Fax 949.272.0201 ��,� COLOR ELEVATIONS OFFICE 1 Contad Henry Wong ,.,�,..�.....�.....�-� ....�...--�.�.,. �+� Phone 408.636.0900 � F`y.�? `1 �; i Q Fax 408.636.0999 �` � d'�Y��'�,��+�� Contad Ken Olcott � �N"=��''�`�"'� Steve Yasilina r�R A ,�, ,('�y� �rra�a."..Y,�` _.�'� O i��t�rr��k .�..oYIfV1��VYlY ��.�...J.u�__ "�r Phone 415.433.4672 x 16 `t T.._. Fax 415.433.5003 Contact Gary Laymon y4� f%�i�� Brett Budolfson ,.'��;;�i��^��o��- .. - ,0'� ��,,, � ��...,, Phone 510.473.0300 Fax 510.473.0310 Contad Raju N.Nandwana �=v��' -- ��L'h1k(ii�L" � i � ` } ��.�r ��..�.�IC ��i �' `� ■ PLIHNIHG PBRYIT FILB N0 . ■ APPROVED MOOIFICATIONS(M-2011-09)TO THE PREVIOUSLY-APPROVEO MASTER USE PERMIT (U-2008-01),ARCHITECTURAL AND SITE APPROVAL(ASA-200&06),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) ■ SCOPB OF TO � g ■ 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF A 129,898 SF NEW OFFICE SHELL BUILDING THAT INCLUDES 1,814 SF OF RETAIL.THE RETAIL IN THE OFFICE BUILDING WILL BE LOCATED AT THE GROUND LEVEL AND ARE INTENDED TO BE AMENITIES FOR THE OFFICE USER(S).EACH OFFICE WILL HAVE A SMALL RETAIUACTIVITY SPACE TO SUPPORT CAFE,RETAIL,MARKETPLACE WITH TO-GO-FOOD,OR EXERCISE FACILITY.THOSE AREAS WILL SERVICE THE OFFICE TENANTS ONLY BECAUSE OF THE SENSITIVITY BY OFFICE TENANTS TO OPERATING IN A SECURE AND CONTROLLED ENVIRONMENT. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.NEW TRASH ENCLOSURES AS SHOWN ON BUILDING PLANS AND ELEVATIONS. 5.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 8.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED OOCUMENTS WILL BE SUBMITTED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E 5 i P A R T N E R S I N G. ��s h o.�n w n�.m.� R o.a, s��i. x o 0 Me�n�.in vis. c� e s o c e s o�o 0 CONSULTANT �S�°ARCti. �,V�,tP,R��C'> v �` N � * "�C12,818 T* �s�so��s� N��OF CA�1��,: � �II� �' _.\., „ � -�� -;:��:�� i ;-�;; '�r .� �. _,._, �.��..r_.rw•� � ��.,'w. � �-'��t�ll� 1 �� _��I.�� REVlSION �ao.�cr ra. 22.559 �n� 12.13.13 DRAWN BY SCALE CHECKED BY OFFICE 1 COVER SHEET 8A0.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. �+240.4' s`ie.erucReEKe�w__'-_ +180.4' �T.O.0 ------- STEVENS CftEEK BLW � VHLLI.0 I-'HKKI 1/8"= 1'-0" +248'-0� +2ao.� t237.� vuxco a�wr W!{D/7!q/W//6/1 �.7.� MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O 0 R I G U E S 8 F�R T N E R S I N C. �!5 N o r t� W�i s m a n R a�d, S u i�• P 0 0 M o u n t�I n V I a w . C A E S 0.Y E S.0 7 0 0 CONSUITANT �`'ED ARC,S'i c�� w�� t�` *�C12,81�T* �6�30�15� �'��F�A��,5 -� ��i� �: � \/ ./�_ ..:_ ,:� �' ..�:; � �r � �7 � -.-,� ----_..---.-� .� ■��::��1�':::;:� , �� 1226.12 RESPONSE TO PLANNING DEPARTMENT COMMENTS Ivao.�cr no. 22.559 �A� 12.13.13 �DRAWN BY SC/LLE �"=.';O� CHECKEDBY SITE SETBACKS VALLCO PARKWAY 8A1 . 1 O2013 KENNETN RODRIGUES d PARTNERS,INC. SHEET KEYNOTES—OFFICE � TWO PIECE"MISSION"CLAY TILE ROOFING OVER METAI FRAMING;SEE STRUCTURAL DRAWINGS aSTANDING SEAM METAL ROOFING OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS 3❑ SMOOTH,STEEL TROWELLED CEMENT PLASTER 1 2 3 4 5 6 7 8 9 10 11 12 � HORIZONTAL T8G IPE BOARD SIDING OVER R1 T'I P1 T1 $� RZ 4 EXTERIOR SHFATHING AND METAL FRAMING, SEE STRUCTURAL DRAWINGS 22 7 1 20 3 20 5 4 17 8 6 5 7 2 22 � 9 22 I I I I I I I I I � S ORE RONNT Y3OTEM WITFI C IEAR GLAZING ( 6 METAL FRAMED GLASS CANOPY,SEE SHEETS A6.4&A6.5 I I I � � I I ❑ GFRC TRIM I � I I I I I — — ———— I ———————I———---——I —— � ———+68'-O" � CEMENT PIASTER EXPANSION JOINT I __�___+60�-0" � WALL TO CONN CTD O STORM DRAIN S STEM p ,*--` . ' '"" ';` _�,..�;,, �' ". .«." w*^"..��.,,�Y 5 ;�„ � ��.-.,.+,,.�:,W,�..,�"��w...,,�+-�, Y, �Y .�;,.,�...w.-.,� OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF ,...o-:.�.-...eF„°».'.-4 w°..v- wv..,,�...�. ...,5'-.4;. 10 WALL 0 � . .. -------- ` u •., .: . Q p � �. n.ii � � �:. �• . 11 DR.4WINGS E IIGHT FIXTUR , EE ELECTRICAL N ^ g �_ � i�u �:. y �, y E S -------- � 1� ' � ' +41�-0" �2 REVENTION BUREAU REQUIREM NTSPER FIRE , ii � t l. � ..�� 11.R . � ; -.�, ..'.., .. . . ' � .:�.. ._; �i.. .. . '_'_'_'_'_ 1 1�. 1 .II 11.. �:. � .�• '� - ———— � i ��'� � i � � �3 6"X6"ACCESSIBILITY VNNDOW DECAL - • i � u:��.. � . � � � 0 0 �.. � v n.. � � � � i� � � i ��i, � � � LINE OF ROOF DRAINS AND OVERFLOW DRAINS --------�-' '��'u - .r • +27'-6" 14 � ��li' � --------- BEYOND 14�� , �5 DECORATIVE METAL GUARD R,41L � � - � ��.:�- �. �. ..�. � .� ...'.. �� "n ii. � :.. .:� . � ---------.�� . .�:. ��- 1 . t - Il�7l�.. .�1 � � 1 1 N � � � ��,+I i. � i i ❑ SPANDREL GLASS SET IN DARK BRONZE � -------• �;: �: u": i... .� . � i ----�14�-0" 16 ANODIZED ALUMINUM FRAMES - ii R. ' � '. . ; n�i•... i .. � * , STEEL TRELLIS W1TH PAINTED FINISH ' .:. .' . . . . ., ...... '_'_'_'_' ' :.�� . :. �'.. . r . �. o i i uu j i � 17 �- 1 ' 11- ��.1 � ''' pl o � � ; ,i� � - � � DARK BRONZE ANODIZED ALUMINUM ��':��' � .li '� � � - � �� i O�-0" �$ CURTAINWALL FENESTRATION SYSTEM W/CLEAR GLAZING&SPANDREL GIASS 14 y10 4 S1 18 13 11 15 8 14 T 20 � �J METAL COLUMN COVER 20 PRECAST CONCRETE SILL-SLOPED TO DRAIN 2� STOREFRONT DOOR VNTH SPANDREL GLASS SET IN DARK BRONZE ANODIZED ALUMINUM FRAMES OFFICE 1 SOUTH ELEVATION ��6�� '� 22 CEMENTPLASTER7'REVEALJOINT NOTE: TILE ROOF VENTILATION SYSTEM IS BASED UPON 23 TRANSFORMER-SCREEN WITH LANDSCAPE- SEE LANDSCAPE DWGS FOR PLANT MATERIAL PRODUCTS OF 0'HAGIN AIFG.TOLL FREE AT 877-324-0444 OR WWW.OHAGIN.COM 24 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 25 STEEL FRAME W/SPACED IPE WOOD BOARDS, COORDINATE VENTS WITH ROOF TILE MANUFACTURER 2-PIECE'S' STAINED TO MATCH IPE T8G BOARD SIDING TO INSURE PROPER FUNCTIONING Of VENT SYSTEM CLAY ROOF TILE GAS METERS BEYOND,PAINTED TO MATCH ANO COMPATIBILIIY WffH SHAPE AND CONFIGURATION 26 OF ROOF TILES. UL N . 0'HAGIN'S SECONDARY VENT (c°v�R) �,�' ,� H G F E D C B A � ��, R2 P1 R1 T P1 2 � 4 5 15 3 7 1 20 9 3 I � WIND CLIP 0'HAGIN'S PRIMARY VENT � I I I I f(SUBFLASHING) 22 I COLOR& MATERIALS LEGEND WIRE MESH SEIf-ADHESNE SHEET I I � �� MEMBRA E(BITUTHENE) I P� PAINT 1:DUNN-EDWARDS#DE5268"SUNDOWN" 0'HAGIN'S PRIMARY VENT I I ( I I �/ (SUBFIASHING) ROOF ECK I I I O � � � � WATERPROOF SEAIANT +68�-0" S� �OD STAIN:OLYMPIC SEMI-TRANSPARENT O"BRICK RED" WIRE MESH WATERPROOFlNG MEMBRANE --- R� CLAY TILE ROOF:U.S.TILE TWO-PIECE MISSION 0/ROOF SHEATHING +60'-O" . __ TILE,COLOR:"EL CAMINO BLEND" Q - ' ' - ` ` ` ' ' +54'-6" � STANDING SEAM METAL ROOF:BERRIDGE o �— �-- ——— — O"CHAMPAGNE" SECTION THROUGH VENT � HIGH POINT OF CLAY TILE ROOF q o �—�—�—�— — : � , � �PRECAST:VENTUR.4CASTSTONE"LIMESTONE��, i� � � � �, SMOOTH FINISH � --------- -�- -_. ;� ;, � � � _+41'-0" �- ,_... :�. _ , : . ; �.. ,s GENERAL NOTES - ------- � � � , . , , "5'VENTS FOR 2-PIECE'S�MISSION TILE: � -^v' ________ _ . � � � � COPPER 16 OZ � ,� `� . a. ' � +2T-6" 1• NOT ALL NOTES APPLY TO THIS SHEET LOG4TE AT HIGH POINT OF HIP ROOFS,EQUALLY � 'i i'' ► SPACED AND IN QUANTITIES IN COAIPLIANCE WITH CBC - ' , `� . � �� - � 12031 FOR ATTIC VENTILATION ABOVE SOFFITED 0'HAGIN'S SECONDARY VENT q q �.i.- i � • �. i ` AREAS. SEE CALCULATIONS ON SHEETS/�3.0-A3.3. (COVER) N i� i i � ' :� F. ---- --- • � � � � - +14'-0" ,. , F. , ,. ----------- . �. . ... �� ..�... � ,� � ��n„� � .� - . .. . . �� :� �� • -------- „ 0'HAGIN'S PRIMARY � rK � -r j . �'' (SUBFLASHING) � 1U �r .� � �u., � -� ��-0" 20 T 8 4 16 21 23 26 25 24 CROSS SECTION THROUGH TILE VENT @ OFFICE 1 ONLY s� TILE ROOF VENTING DETAIL 3" 3 OFFICE 1 EAST ELEVATION ��16�� 2 MAIN STREET CUPERTIN� STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T N R O D R I G U E 3 8 P A R T N E R S I N C. 1 1 5 N o r 1� W h i�m o n R o�C, 5 u i 1• 2 0 0 Mouo�.�� v�.w c� e s o a e s.o�o 0 CONSULTANT „yyH1MIMW ��i�c'�Rp R��i G P� (�''i�F$`s ��h�2` �N�=1� `"C12,818 T f ;* �6•30•15 D *� �NJ. S�� 9 364�O��I�`�� /�� .� „ 1 '/�� '�:� '�-- ■� : �;, I�r -- .� l: ��I 1 —��.,,,._..�..... � �'.^� . 1 •�..... � �_��:....: , aev�saN Pao.�cr ra. 22.559 �n� 12.13.13 auwrrer scue AS SHOWN CHECKEDBY ELEVATIONS OFFICE 1 8A2.0 O2013 KENNETH RODRIGUES d PARTNERS,INC. SHEET KEYNOTES-OFFICE � TWO PIECE"MISSION"CIAY TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAVNNGS � STANDING SEAM METAL ROOFING OVER METAL FRAMING,SEE STRUCTURAI DRANANGS �2 �'� �� 9 8 7 6 5 4 3 2 � ❑3 SMOOTH,STEEL TROWELLED CEMENT PLASTER � P'I R'I S') P'I RZ � EX TERIOR HEATH NG ND ME A'L FRAM NG, 3 � 5 1 4 5 3 2 16 7 22 15 9 SEE STRUCTUw�DRawnNGS i I I I I I I i I I � DARK BRONZE ANODIZED ALUMINUM STOREFRONT SYSTEM W1TH CLEAR GLAZING � ( � METAL FRAMED GLASS CANOPY,SEE SHEETS A6.4&A6.5 I I I I I I I I I 1� � GFRC TRIM +68,_o, - - ----- ------- ---------------------------- ----------- ---------- ❑g CEMENT PLASTER EXPANSION JOINT ----- - - � --- ---------�60'-0" � METP,�GUTTER AND SCUPPER-RUN RWL IN o ' 9 WALL TO CONNECT TO STORM DRAIN SYSTEM _� �;�:w,.<,� � OW DRAIN TO DAYLIGHT AT BOTTOM OF ° � --------- ' � WALRFL o �.. ' , � . F. + ' . ' � 22 10 1' � � , -� 4" ' 1 ' ' .'+. .,.� N � � � . � �,. � �� DECORATIVE LIGHT FIXTURE,SEE ELECTRICA� r --------- ' ' � i ' +41'-O. DRAwINGS _ .,.�y. �...-.. ��. .::.. ;1.: -1 ..�: . � r------------- "� .. . , `,... : ..� . i..: i PREVENTION BUREA`U REQUIREMENTSPER FIRE ---_ �2 KNOX BOX SY 0 0 •. ,.. i „ _ � . � � � � 19 �3 6"X6"ACCESSIBILITY VNNDOW DECAL N f� � s -------- - ' ;i , i' �' i ' i i ---------�2T-6" OF DRAINS AND OVERFLOW DRAINS cD � �.. .; � � �,. �. � — LINE OF 1 ,i .. ::. r. �... - � BEYONDRO ' • _ -------- 8 14 N Q � '�; ' � � � ' �5 DECORATIVE METAL GUARD R.41L � , � � � � 22 ` -------- - � � :� � i i i --------�14''O" SPANDREL GLASS SET IN DARK BRONZE � -------- � � u:i� ��ii � � .:� -�� 16 ANODIZED ALUMINUM FRAMES � ��: `.�'.. ii ii i ii: � � � :i �� STEELTRELLIS WITH PAINTED FINISH � + n i1 '� . :1 ��.II:II. �li 1: '.,1� . 1:: /:.-. ' Y.II 1" .1.,: ..� 0�-0w 18 DARK BRONZE ANODI2ED ALUMINUM CURTAINWALL FENESTRATION SYSTEM W/CLEAR GIAZING 8 SPANDREL GLASS 24 25 26 7 14 10 18 14 20 1J 21 16 @ OFFICE 1 23 19 METAL COLUMN COVER S'I P1 ST ONLY 20 PRECASTCONCRETESILL-SLOPEDTODRAIN 2� STOREFRONT DOOR WITH SPANDREL GLASS SET IN DARK BRONZE ANODIZED ALUMINUM FRAMES OFFICE 1 NORTH ELEVATION ��s�� 22 CEMENTPLASTER7'REVEALJOINT 23 TRANSFORMER-SCREEN VNTH LANOSCAPE- SEE LANDSCAPE DWGS FOR PLANT MATERIAL 24 TRASH ENC�OSURE-SEE DETAIL 2/A1.1 25 STEEL FRAME W/SPACED IPE WOOD BOARDS, STAINED TO MATCH IPE T8G BOARD SIDING 26 GAS METERS BEYOND,PAINTED TO MATCH BUILDING COLOR. A B C D E F G H _..: ..�..�...�.-...�•.. ',_.� � a�`�" - � P1 S1 R1 P1 T Rl � �� ;� ' � �� I I 15 I 3 4 1 I 3 20 5 7 I 1 � 9 I � � �1 . a��ir�f...��b�l/4 � ''�'�"�"��"�''" I I COLOR & MATERIALS LEGEND I I ( I I I I I P� PAINT 1:OUNN-EDWARDS#DE5268"SUNDOWN" a�� I I I O � � I I I I I I �g -� . � "�;�1��'�y Z j�Ffj +68�� S� "BR C�K REDN:OLYMPIC SEMI-TRANSPARENT (:i.E,'�;s;}3d� �t:r . - ----�'--�`�' O i4a b• I �------------- ; ___ I ____ +60'-0" R1 CLAY TILE ROOF:U.S.TILE TWO-PIECE MISSION 7. .a.� •• P r, ' ' ' ..� �,.. , :,..a ..�.-r . �. .sr::v�.-... . . ._ _ _'_'_ h�: t s cY+vw w�„��Y�.u+rti-s� _ TILE,COLOR:"EL CAMINO BLEND" ��, �;+�:�i! �-- Q - �� '"` +54'-6" O STANDING SEAM METAL ROOF:BERRIDGE ...., y:rLa � -------------- "CHAMPAGNE" � q Jl N Q —�—�—� — - , T PRECAST:VENTURA CAST STONE"LIMESTONE", „° '.. � ' �SMOOTH FINISH � K.n....r�. � r '—'_'—' _—' :_ � �—A:.-T.......�.. .�.. � . .�� . .�. :.1 � ... t4��'Ow � � ., . . , . _'_'_'_ : ' ... '�N 11.�..l� ..'. � : .� ...� ..... .. �.�. .. .. ::.�� '.1��' .i . '—'_'_' St�r:istifJ� . , ; ------- ,_ .; ;�; �,°. . f. ;.i GENERAL NOTES �? 4 19 � „,r i. � . •� �Jt::��1Cis1��r' , i� i� ��" ; 8 � —_—�—_ _ _ � -r , � +2r-6, 1. NOT ALL NOTES APPLY TO THIS SHEET . �R .��. . N� .1'. . :i '___'_'_'_'_'_ ..,� � �1. � �" �. �'N.11..-1•' '�� 'N-u. � o O _'_'_' � .K II .Y�. "' . �. ..1� '�'��II. ty�rw � . p Al,�'�1�' 1 � "1 h II — 4. �.�a .t • � cV ^ '� '.u n� �: r .� ..p'p � ------ -- ,=� u u. i. ; � n N' ----�14'-0" ..� � nh. .�� r '�� . '�,.. _, .. .N If. 1�. : �. �.:. :. ... � ,..� :N. .Y�`.7'� � ' .'1. p. ,. '_'—'_' � ��.. .. . .:. .. : , . „ ,. , , ;„,� O . 1. ..ry ''1� 1. 7 ��p 1 Or '.,�' U�M��'F � :.� �:11'I�� r� ..�; � � .p. O�-0w 23 14 22 10 DECK EDGE DETAIL 3" 3 OFFICE 1 WEST ELEVATION 1/16° 2 MAI N STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC Z03 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E 3 8 P A R T N E R S I N C. ��s No��n wn�.m.� reo.e, s��i. xoo M e u n t�1 n V I s r . C A e 5 0.Y!5.0 7 0 0 CONSUITANT ��s�AR�"�+� �`G�'�P��,t��L ti F �� A W Ci�Z,S'IB T E �* �6•30•15 a �� `N�, .S`� � ��OF CA`lF�� '�M1MNM�MM�� /II� �/, � „ .l.�. ..�:� -;�_— �� °r-�'� 1 �� -- � �J —�.�� _.��.,.,._......._t, ',w,� , .,,..�..� i� •: ��■:—. � .... ., REVISION Pno.�cT ra. 22.559 on� 12.13.13 oanwN ev scue AS SHOWN CHECKED BY ELEVATIONS OFFICE 1 8A2. 1 O2013 KENNETH RODfiI(3UES 6 PARTNERS,INC. SHEETMETAI SHEET KEYNOTES—OFFICE "�"��E�E MAIN STREET FAINTTOAMTCMSTEEL a EXTERIOR METAL STUD FRAMED WALL CONSTRUCTED f� � ON 6"CONCRETE CURB(WHERE OCCURS) � � 15�'�� ALUMINUM STOREFRONT WINDOW SYSTEM WITH o CENTER SET CLEAR GLAZING C U P E RT I N O PETE�S�T��D E. a STOREFRONT ENTRY DOOR WITH CLEAR �*oµ+*�H GLAZI NG ENLLQSUREFMIEL3 N 4❑ LINE OF GLASS CANOPY-SEE A6.4 STEVENS CREEK @ FINCH ROOF SIOPE t/FT OA EAgT ELEVATION e e a CURTAINWALL SYSTEM WITH FRONT-GLAZED CUPERTINO,CA STEELFMME-PrUNTTOIMTCM�LUM ^ CLEAR GLAZING AND SPANDREL PANELS STOREFRONT SYSTEM ON BULpNG � a HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR (V IVEWOODSGACEDBOAROB.STNNTOIMTCM O N SCHEDULE O IPE T8G BOMO SIqNG ON BULpNG � ASA `�' � CONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS N ❑8 METAL COLUMN COVER S U B M I TTA L � BOFAST ELEVATION o> � -� CEMENT PLASTER SYSTEM OVER EXTERIOR i� °' � SHEATHING AND METAL STUD FRAMING 10 CURTAIN WALL SYSTEM ENTRY DOOR � � STEOREFRONTSYSTEMONBULpNG� 11 LINE OF PROPOSED EXIT CORRIDOR MAIN STREET CUPERTINO AOCROSSSECTION � pIONGITUpNALSECTION e AGGREGATOR,LLC � IFE WOOD SPACED BOARDS�STNN TO MATCN o : IVET80BOMDSIqNGON&ALpNG — �2 LINE OF SOFFITABOVE 203 REDWOOD SHORES PKWY,STE 200 J � REDWOOD CITY, CA 94065 COEA3TELEVATIW PLAN 13 RESTROOM AND SERVICE CORE 14 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT TRASH BIN CLEARANCE ��$" 3 TRASH ENCLOSURE— OFFICE 1 1/8" 2 15 WALLMOUNTED2A:10BCFIREEXTINGUISHER � 16 PRECAST CONCRETE CAP 1 � � � � � � � � 10 11 12 17 GAS METERS,SEE PLUMBING DWGS. I I I I I ��V'�O� I I I I �p STAIRANDDUCTSHAFTS KENNETM RODRIGUES 8 PARTNEFS INC. 2'-0" 10'-8" 29'-10" 32'-6" 32'-6" 32'-6" 32'-6" 32'-6" 32'-6" 30'-5" 18'-1" RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. 19 SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. ��5 "°`�° "'°`.'".° R°.°. s°`�. '°° � 22'-0" 5'-3 6�� 12'-6" 6�-�"8'-0" 6'-0" 12'-6" 6'-0" '-0" 6'-0" 12'-6" 8'-0" 16'-6" 8'-0" 12'-6" 6�-0"9'-0" 6�-�" 12'-6" 10'-6" 8'-0" 13'-3" 6'-0" 10'-1" 8'-0" ZO OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN M,„„i.,„ v i... . c� e s o o e s.o�o 0 (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS �2'-8" 2'-7= � - 4'-6� _ a'-6" 5'-0" - 5'-0"- 3'-6" - _ 3�'2� - - 21 FIRE SPRINKLER MAIN RISER CpNSUITANT 0o aw� oo i+w� ° 4 ;; ;;° ° 22 PREVENT ON BUREAUE EQUIREMENTS PER FIRE � „„..�»� ��. �� " �5��AR�`► I _ �� ;�;; _� ;;„ N �_ X N _ � _ 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. �� P,RO44r��'�� : . y M �r -�µ - �— � ii ii 1�"'i�—� � �— � 24 TRELLIS ABOVE �*"�C12,818�T�,� � co o I I n n 5 u n I co M � a � O "" "" Q PASSENGER ELEVATOR CORE,"MACHINE-ROOM- �N��s•3o•�s s eF tO � � � �;� �„�� 2 � 9 � `D 25 LESS",3500 LBS.CAPACITY EACH. �q �,,�� N 19 �'il Ii'� N EXTERIOR DECK WITH SCORED,COLORED CONC. ��F CALt-�'da o q � awi'' � � il u n l� � q 2s �,.,, � 11 11 11 11 �MNixM Q TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 co iv pp n n 20 u n �g co I � _ _I _ _II II _ _I I _ _ ,I, _ _ M _ 27 PRECAST CONCRETE WINDOW SILL OO � �� oo aw� oo mn '�� i n + KEYMAP rJ ' I I 30"X 48"AREA OF REFUGE PER CBC SECT 1007 6 � � ; , 29 (FUTURE) Q I � 28 TACTILE SIGN COMPLYING WITH CBC SECTION 1 I SEE T/At.1 FOR �N ELEGT �,, i i , , i i i i OFFICE i i i ,�NE��T�„�— 2s � o ; i �� „a � o � � 11176.5.1 STATING:"EXIT" M N ' ' I ( 13 I �� I I I I I CO M 30 TACTILE SIGN COMPLYING WITH CBC SECTION � i i 32 coiTna 32 18 � 11176.5.1 STATING:"EXIT ROUTE" � �� "' 6'x10'RECESSED ALUM.ENTRY GRID W/DRAIN,BY v � �--�--- ---- -----------T---------------------r--------- -----------�----- ,;; ---------- T---------------------�---------- ----- ---�----------------- � f� 'RZER (�i 31 -� i � ____ _________ ________________ _ _ ,,, � CONSTRUCTION SPECIALTIES,INC. �- ------ r----- ------------------_ �ro ------_--------_- - �— — �------ -- - - - i �,� ' � R ,o,�, �, ," '-- � � i � 32 STANDPIPE ' 'm 1 i i ' � STNRl1 i �KS �KS � � I gTNq�] � 33 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 0 � �j D I �� 'm � I � I RESTRM. RESTRM. I O < � O t0Y I � '— I � O � � o � �5 M ` � �a "� �"E" � � � I � ` � � � ,� 34 TRANSFORMER LOCATION ,�wsior+ N �p � �� ; � 1 Q 15 ' '�i 15 11 29 � � i r> �f � 15 � � � ; o rNi 35 OCCUPANCY SIGN � � �� I , � �� I O '�` ' � � ' '�` °° �4 • , , , � � .��N. ELECTRIGL � � p < � ; � � � � �, LEG EN D "' � s s- ; s�+� ,e� ' 25 ; rs � _ o, , � o, ,� '" � `, ,o __ EXTERIOR WALL r� ' - - �—-- - --- --- -- - - m � �� , ------=---------= -----�- - - - - - EXTERIOR FINISH SYSTEM OVER 1/2"EXT. -- --- - --- - - � �_________ _ _ _____ ; +� � � O • GRADE SHEATHING OVER METAL STUD ------------'------ --------------- '---r----------r---- --------------------- - --- -- a � I � i I I I � � I I 23 I � v FRAMING(SEE STRUCT.DWGS FOR FRAMING ' SIZE AND SEE ELEVATIONS FOR FINISH) '�' . i i � "cQo 'n INTERIOR WALL(NON-RATED) FUTURE RETAII 1 1 7 �Z M N I( 0 � I I ' � I I � r> 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" , , � METAL STUD FRAMING, EXTEND TO � O � � I q UNDERSIDE OF STRUCTURE I I I I p4 22 � i5 29 10i 3 I � 9 I z I I o� � � INTERIOR WALL(1 HR RATED) v �- - - - , - , �� - - - „ 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" _ �? O O O O ' ' '", �� c� METAL STUD FRAMING, EXTEND TO �o.�cTrio. 22.559 oA� 12.13.13 1 1 //// II 11 � in H i i �� "ii � oruwN er scnie AS SHOWN O ao UNDERSIDE OF STRUCTURE.UL DESIGN#419 M H �`H H � i ;," ;,�� q 00 AND ANSI/UL#263 � � O° EO O° e i ��,O � ii ii 00° �� INTERIOR WALL(2 HR RATED) CHECKEDBY R„,� - ' ' � ° ' ' ' ' " „, �_��_� � - � - 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" � I ' ��' '� +• �. � � ��` � � METAL STUD FRAMING, EXTEND TO °�''��° �:° ,°€� . !°°° �!� � . FIRST LEVEL UNDERSIDE OF STRUCTURE.UL DESIGN#419 - 5�_3 - - - - - �- - ___ - - - - - - 2,_�" - 2,-0"- o ANDANSI/UL#263 FLOOR PLAN '-5 24'-7" '-3 8'-3" 16'-0" 8'-3" 6'-0" '-0" 6'-0" 3,3' ,-0" 6'-0" 6'-0" 8'-0" -46'-Ca 8'-0" 9'-6" 4' 8'-0" 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0" 4' 8'-0" 8'-0"6'-0" io RWL RAIN WATER LEADER OFFICE 1 2'-0" 10'-8" 29'-10" 32'-6" 3�� 32'-6" 32'-6" 3�� 32'-6" 32'-6" � 32'-6" 3�� 4�� 30'-5" ��"�� 18'-1" 2'-0" OD OVERFLOWDRAIN * TACTILE EXIT SIGN I I I I I a86'-0" I I I I O DOOR TYPE DESIGNATION,SEE DOOR I I I I I I I I I I �' SCHEDULE 31 4 O WINDOW TYPE DESIGNATION,SEE WINDOW � � SCHEDULE,SHEETS A6.1&A6.2 V• GENERAL NOTES FIRST FLOOR PLAN —OFFICE 1 (35,260 SF) ��16�� 1 1. NOTALLNOTESAPPLYTOTHISSHEET CO p�3KENNETFiRODRIGUESdPARTNERS.INC. 1 2 3 I I 2'-0" 10'-8" I . . °f .� M I � Ql , � o �, , � N I � I : M s � � o O N � N �n � s — 0 � io 0 � � (�i 50 � O N M � N s 0 a M � � � 0 � 4 5 6 29'-10" 32'-6" 32'-6" 32'-6" 22'-0" '-3 s�-0� 12'-6" 6'-�"8'-0" 6'-0" 12'-6" 6'-0" 9'-0" 6'-0" 12'-6" 2'-7" I 4'-61 3'-6" I � S— —i�— 5 �� —�t+ �—►� � � I ( I�o � ,8 [ � r---?--- ---- i � � ------- � � ZH STNR 1� � — _� � � I � � I ,3�-3� SHEET KEYNOTES - OFFICE E°. E°. E°. M A I N S T R E E T STRUCTURAL COLUMN,SEE EXTERIOR METAL STUD FRAMED WALL CONSTRUCTED STRUCTURAL � ON 6"CONCRETE CURB(WHERE OCCURS) H 4 N a CEN ER ET COLEAR GLAZ NG DOW SYSTEM WITH C U P E RT I N O OFFICE 1 � STOREFRONT ENTRY DOOR WITH CLEAR 16'-2"CLR. GLAZING � 4❑ LINE OF GLASS CANOPY-SEE A6.4 STEVENS CREEK @ FINCH ELECTR�IGLLRM � a CURTAINWALL SYSTEM WITH FRONT-GLAZED CUPERTINO, CA o „o CLEAR GLAZING AND SPANDREL PANE�S M � HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR N iK 6 "' SCHEDULE ASA � � CONCRETE SLAB ON GRADE,SEE STRUCTURAL 1 HOUR RATED INTERIOR M4NFIRE DRAWINGS WALL,SEE LEGEND RISERROOM �; 8❑ METAL COLUMN COVER S U B M I TTA L iiz � DCEMENT PLASTER SYSTEM OVER EXTERIOR SHEATHING AND METAL STUD FRAMING � FIRE SPRINKLER MAIN RISER 10 CURTAIN WALL SYSTEM ENTRY DOOR ih I� MAIN STREET CUPERTINO 10'-4" � 7'-4" 11 LINE OF PROPOSED EXIT CORRIDOR AGGREGATOR,LLC �-{ ❑ 203 REDWOOD SHORES PKWY,STE 200 � ^ 12 LINE OF SOFFIT ABOVE REDWOOD CITY, CA 94065 ' � 13 RESTROOM AND SERVICE CORE ENLARGED MAIN ELECTRICAL ROOM - OFFICE 1 ��8° 2 ORIENTATION-SEE SITE ,a ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT � 15 WALL MOUNTED 2A:10BC FIRE EXTINGUISHER 16 PRECAST CONCRETE CAP 7 g g �p �� 12 17 GAS METERS,SEE PLUMBING DWGS. 18 STAIRANDDUCTSHAFTS KENNETH RODRIGUES 8 PARTNERS INC a�'�" I I I I 19 RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. ,�5 N,,i� W�;,m.„ R o.o, s��. �o 0 SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. 32'-6" 32'-6" 32'-6" 30'-5" 18'-1" 20 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN M a��•�� v�e. . c� e s o o a s.o�o 0 (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 8'-0" 16'-6" 8'-0" 12'-6" 6'-�"9'-0" 6'-�" 12'-6" 10'-6" 8'-0" 13'-3" 6'-0" 10'-1" 8'-0" 21 FIRE SPRINKLER MAIN RISER CONSULTANT 5'-0" 5'-�" 3�-6" 3 2� 22 pREOVENT ON BUREAUE EQUIREMENTS PER FIRE S�D ARCy� 0 0 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. �G�'�P��t�`� "'" 24 TRELLIS ABOVE �. "�C12�818"„* �"� �6•30•15� —�— —�—� —F~ � �—� M a PASSENGER ELEVATOR CORE,"MACHINE-ROOM- u'>, Q � _ � LESS",3500 LBS.CAPACITY EACH. 5 �i 0 2 1 g o tO 26 EXTERIOR DECK WITH SCORED,COLORED CONC. 9��F CA�-1F� I I ur � ih � T PP' SLAB- LOPE T DECK DRAINS-SEE A2.5 u O G S O I I I °D�'W` l `q N 27 PRECAST CONCRETE WINDOW SILL � Kev�av N 28 30"X 48"AREA OF REFUGE PER CBC SECT.1007.6 0o nw� — oo rrvn — — — — O 0 — � — (FUTURE) 29 TACTILE SIGN COMPLYING WITH CBC SECTION � OFFICE I I I I Q I '11176•5.1 STATING:"EXIT" � TACTILE SIGN COMPLYING WITH CBC SECTION 200 0 � �O � 1117B.5.1 STATING:"EXIT ROUTE" 11 I 13 I 25 I �«�Aa I 32 �g I I O I � cO 31 6'x10'RECESSED ALUM.ENTRY GRID W/DRAIN,BY �` , 4 ___ CONSTRUCTION SPECIALTIES,INC. ------ ------ -------- ----------- .w«.«+------ - ------------------ ` �? 32 STANDPIPE j -�- ?----- „ - r-- �----------- ---- i � � � � ; � � ❑ _---------- --- ------_---------_ -----�_ ------ _ ❑ I � � � � � � �� L �--- I � I I I �I 0 ( I I � I I _ � _ � � '-3 '-5 24'-7" 2'-0" 10'-8" 29'-10" I I I I / , ' ' � , 15 i ` T��__ �_�� I 0o Aw� — — B'-3" 16'-0" 32'-6" � .�H�.�f..1+}H.+.�1r}f.t.Itt/�.t.M-�H.+.�ffff--r,li _ t. •t.j� �y•�r .t_,.i E�y•r � J, 32'-6" � 32'-6" I I � � , 33 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 � � ; , �KS 30 � R sT R�1 , p 30 , � 34 TRANSFORMER LOCATION 'STRM. , �u I I � 2V 01 ��. � �2 Q ! REVISION � `0 �� 35 OCCUPANCY SIGN i i �O � �� i �15 � � �o � , � ,s I ; �,% � OI ', ; M LEGEND , � , 4 i J � ;��\ i ' °O . �^ EXTERIOR WALL ELECTRIGAL i I 1 � � I � , _ , � � �-,�.� EXTERIOR FINISH SYSTEM OVER 1/2"EXT. J ; - $ } ; i � GRADE SHEATHING OVER METAL STUD � ---�------------- -----J � Q� , ; FRAMING(SEE STRUCT.DWGS FOR FRAMING 23 i I � � iq SIZE AND SEE ELEVATIONS FOR FINISH) ---- --------------------- ----------- ---- --------------------- ---� 'v INTERIOR WALL(NON-RATED) I I I I I ' i o . 1 LAYER'TYPE X"GYP.BD.EACH SIDE OVER 6" ' °O � METAL STUD FRAMING, EXTEND TO 0 9 5 12 30 3 I 2 1 9 I 26 � � ``� UNDERSIDE OF STRUCTURE � � INTERIOR WALL(1HR RATED) I I I I 01 ; � 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" �,�crra. 22.559 on� 12.13.13 �� _ _ �� METAL STUD FRAMING, EXTEND TO -- UNDERSIDE OF STRUCTURE.UL DESIGN#419 ow+wNev scue AS SHOWN � � , AND ANSI/UL#263 CHECKEDBY r ; • ° � � INTERIOR WALL(2 HR RATED) I N I ' � N � °r 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6- SECON D LEVEL � METAL STUD FRAMING, EXTEND TO — UNDERSIDE OF STRUCTURE.UL DESIGN#419 � ---- -- ---- -- --- -- ---- -- ---- -- - -- -- ---- -- ---- ---- ---- � o � AND ANSI/UL#263 FLOOR PLAN � OFFICE 1 — —I I 2'-1" N RWL RAIN WATER LEADER 4 OD OVERFLOW DRAIN 8'-0" 8'-0" 8'-0" 4' 8'-0" 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0" 4' 8'-0" 8'-0" 8'-0" '* TACTILE EXIT SIGN 32'-6" �� 32'-6" �� 32'-6" 3�"6� 4�-6� 30'-5" ��'�� 18'-1" 2�"�� O DOOR TYPE DESIGNATION,SEE DOOR ?J86'-0" I I I I SCHEDULE 8A3■ 1 II I I I O SCI HEDULE,SHEETS A6 1TI�0 6 2EE WINDOW GENERAL NOTES SECOND FLOOR PLAN -OFFICE 1 (33,896 SF) ��16� � �. NOTALLNOTESAPPLYTOTHISSHEET O p�3KENNETHRODRIGUESBPARTNERS,INC. F Q ■ � 0 � � o ih . N 0 � ih � ih � o O N M N . M M � 0 � ic o � M � m '� o O N � N N M � � N � � 4 co SHEET KEYNOTES-OFFICE aON 6"ON RETE CURB(W�H RE CCUR ONSTRUCTED M A I N S T R E E T PARTITION AS SCHEDULED RATING OF PARTITION AS —SCHEDULED r�o+�c ao�.r�m�os no wr�u+e N a CEN ER SET CLEAR GLAZ NG DOW SYSTEM WITH ACOUSTICAL INSULATION f� ��f�� 3 STOREFRONT ENTRY DOOR WITH CLEAR C U P E RT I N O N MIN 1/2"THK,UL-LABELED OFFICE 1 � \ FILL MATERIAL APPLIED 3�a.s nw�c�cr�xacrs GIAZING COVER PLATE FLUSH WITH BOTH 4� LINE OF GLASS CANOPY-SEE A6.4 STEVENS CREEK @ FINCH �'��Eo`rsp,v��siuo�s � � CURTAINWALL SYSTEM WITH FRONT-GLAZED � SURFACES OF WALL: �� CUPERTINO, CA OUTLET BOX PAD AROUND TREMSTOP INTUMESCENT ��p�p N�p�� CLEAR GLAZING AND SPANDREL PANELS �TELEPHONE AND ELECTRICAL ACRYLIC,FYRECAULK,OR 6 HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR J-BOXES.RATED"PUTTY PAD"@ EQUAL D SCHEDULE RATED WALLS a CONCRETE SLAB ON GRADE,SEE STRUCTURAL ASA PIPE OR CONDUIT DRAWINGS CONTINUOUS ACOUSTICAL SEALANT � 8a METAL COLUMN COVER S U B M I TTAL AROUND TELE.AND ELEC.J-BOXES. 3/8"CROWN OF UL- �• �'x��Y��°��T�' FIRE RATED SEALANT @ RATED LABELED FILL MATL EA. �� CEMENT PLASTER SYSTEM OVER EXTERIOR WALLS � SIDE,TYP. ��''��'��'�^�� SHEATHING AND METAL STUD FRAMING � 10 CURTAIN WALL SYSTEM ENTRY DOOR n�o��T��ia�n�io.ro�� MAIN STREET CUPERTINO CONTINUE ACOUSTICAL 11 LINE OF PROPOSED EXIT CORRIDOR AGGREGATOR,LLC INSULATION AROUND TELE. FOR 1-OR 2-HR WALL 12 LINE OF SOFFIT ABOVE 203 REDWOOD SHORES PKWY,STE 200 AND ELEC.J-BOXES UL SYSTEM W-L-1328 REDWOOD CITY, CA 94065 13 RESTROOM AND SERVICE CORE J-BOX PARTITION 3° 4 PIPE PENETRATION PARTITION 3° 3 TYPICAL BACKING PLATE NTS 14 Fo EQUIPMENTO AYOUT LECTRICAL DRAWINGS @ a� 2 ORIENTATION-SEE SITE 15 WALI MOUNTED 2A:106C FIRE EXTINGUISHER R 16 PRECAST CONCRETE CAP " 1 2 3 4 5 6 7 8 9 10 �� 12 17 GAS METERS,SEE PLUMBING DWGS. 1p STAIRANDDUCTSHAFTS KENNETH XOORIGUES 6 VARTNERS INC 86'-0" 19 SA EDGE,SEE CIVIL ND PDLUMBING DWGSBLDG. ��S N o�� w n�.m.� e o.a, s��. s o 0 2'-0" 10'-8" 29'-10" 32'-6" 32'-6" 32'-6" 32'-6" 32'-6" 32'-6" 30'-5" 1$'-1" 20 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN M,��.�� v i.,. . c� e s o o e s o�o 0 (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 22'-0" '-3 6'-0" 12'-6" 6'-0"8'-0" 6'-0" 12'-6" 6'-0" 9'-0" 6'-0" 12'-6" 5' 8'-0" 16'-6" 8'-0" 5' 12'-6" 6'-0" 9'-0" 6'-0" 12'-6" 10'-6" 8'-0" 13'-3" 6'-0" 10'-1" 8'-0" 21 FIRE SPRINKLER MAIN RISER I 2'-8" 2'-7" 4'- 3'-6" 12 8 3'-6 16 3'-2" KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE C��LTANT 22 PREVENTION BUREAU REQUIREMENTS SE�ARCy – - – – – – – – – – – – – – 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. �� appq� %� w o G P• �–––––– – – – – ––– – –– – – – – -' 24 TRELLIS ABOVE �� cr�� — -- — -- — --- --- M C12.818- — — — — r — r — — — — — 25 PASSENGER ELEVATOR CORE,"MACHINE-ROOM- N�6�30�15�� i � � LESS",3500 LBS.CAPACITY EACH. ,9� � � 3 I �,� � 26 EXTERIOR DECK WITH SCORED,COLORED CONC. pF�A�1F TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 30 � N 27 PRECAST CONCRETE WINDOW SILL �� " � �/ 0 �� I 5 I q 23 �� °D 28 30"X 48"AREA OF REFUGE PER CBC SECT.1007.6 "�'�""P N 0 " � 30 � � 20 19 30 26 2 1 9 � 30 O O �7 29 �A�BI 5E SSTATING:PEXITG WITH CBC SECTION �I I� I I I I (FUTURE) I I I I O � 30 TACTILE SIGN COMPLYING WITH CBC SECTION „ OFFICE P o � 11176.5.1 STATING:"EXIT ROUTE" �� I 13 I 300 25 I$*o�E I 32 �8 I I O I � `'� 3� CONSTRUCTION SPECIALTIESYINCID W/DRAIN,BY a, 0 18 32 � O JN1170ft � � r--- ----- ---------- ----------- ------ -- ------------------ � 32 STANDPIPE � ---- ---- ---- � r--- -r--------------------1--------- r----- 7--- 1------- J----� � � � -- ----- r----- ------------------_ --- ------_----------- -----�_ -----_- � °D _ TRASH ENCLOSURE SEE DETAIL 2/A1.1 ❑ – , , – – – , , – – ,p 33 a 1 1 1 I > > > -��.s�� In � 1_J 30 � 30 �_� ' 3q TRANSFORMER LOCATION STNR11 � � HS � yq BTNRI7 r�p �- � �' � 28 � 1 NEST NM. ftE3T RM i � � C[l Q I � I I � I � Q �} ;'��;� � 4 35 OCCUPANCY S�GN ��1ON ° 15� `��i' i L� i 15 � `��il �15 ra ':`� v N � I D , „ , � , „ , Z . ,}� Q M LEGEND . , o i �`� i � ( i �`� i � : >' ap �"" EXTERIOR WALL O i ' ` i f i ' ` i * �o EXTERIOR FINISH SYSTEM OVER 1/2"EXT. I � �,` i I 15 .�cN� ELECTRICAL '< I � �,` � � `r GRADE SHEATHING OVER METAL STUD ,� � ' � � � � ' FRAMING(SEE STRUCT.DWGS FOR FRAMING - - , , - , , – �— —�-- -------=---------- ' – ' ' � � ' = SIZE AND SEE ELEVATIONS FO FINIS ) i i �i R H , O L___ ____________________ ____________________ _____________________ ____________________ ____________________ _____________�_______ ___J T ' c `4 INTERIOR WALL(NON-RATED) ` I I I I I I I I I � 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" � Z * + �:; � � METAL STUD FRAMING, EXTEND TO �' 27 , ; '�o,� UNDERSIDE OF STRUCTURE 27 I 5 2 1 9 I I 20 19 ' > s> � � INTERIOR WALL(1HR RATED) ` /,1 > x" *� q 1 L A Y E R"T Y P E X"G Y P.B D.E A C H S I D E O V E R 6" m l O I I I I I I I �r • * bo METAL STUD FRAMING, EXTEND TO rrm,�cTra. 22.559 on� 12.13.13 O a, o, /� /� ' – – – – – – – �`�` Z Z a/ z Z = �/ – UNDERSIDE OF STRUCTURE.UL DESIGN#419 DRAWN BY scue AS SHOWN x, . , . y AND ANSI/UL#263 m m cz oz m oo ., � -t O O � O O � � - � � INTERIOR WALL(2 HR RATED) CHECKEDBV . „� • . . � > �� co 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" O O O ` ' " � - ' '� METAL STUD FRAMING, EXTEND TO . � > `� TH I RD LEVEL • • - • UNDERSIDE OF STRUCTURE.UL DESIGN#419 – – I I�SI 6 i � �ii � - 4 AND ANSI/UL#263 FLOOR PLAN W — – 2�-8� 2�-�� _ – _ – – – – – – – – –�— – °0 RWL RAIN WATER LEADER OD OVERFLOW DRAIN OFFICE 1 22'-0" '-3 8'-3" 16'-0" 8'-3" 6' 6' 6' 3'3' 6' 6' 6' 8'-0" 16'-6" 8'-0" 8'-0" 4' 8'-0" 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0" 4' 8'-0" * TACTILE EXIT SIGN 2'-0" 10'-8" 29'-10" 32'-6" �� 32'-6" 32'-6" 3�� 32'-6" �� 32'-6" 1'-0" 32'-6" �� 4� 30'-5" 18'-1" �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE I I I I I 286'-0" I I I I n ^ I I O C'HEDULE,SHEE S'A6 1TI�0 6�EE WINDOW j[ �■L I I I I I I I I LJ GENERAL NOTES THIRD FLOOR PLAN -OFFICE 1 (30,371 SF) �/�6" '� 1. NOTALLNOTESAPPLYTOTHISSHEET O 2013KENNETHROORIGUES3PARTNERS,INC. BATT NISUI.11ilON MRIQtE REOUIftED �J �� SF1E111}NNG ALl1COB01dD TO 0/FRAYMY'PER qJP(lYP.) STRUCf. cx�iwc w/ 1 UYQt TYPE b' BACKER ROD PAPER 0/1 UYER CR�GE PEFII-A-6AItFtER ALUCOBOqO IIfL N cn j z �~w Z�w J�� O�z �wO W�J � W�i ��o JOINT @ METAL SOFFIT � 3° � 4 2'-0" 10'-8" 29'-10" 2'-8" 2'-7" 6' ' 6' ' 6' �I 0 � � � i+� . N 0 � � M� � io � 0 M � CO � � � o � µ 27 � ic o , � �° c; 4 I E � .. __. M — .� _ � � .� D �- = D � � �� 32'-6" 4'-2 16'-4" LIGHT SAND FINISH,7/8"CEMENT PLASTER ASSEMBLY O/PAPER-BACKED LATH O/1 LAYER TYPE"D"PAPER O/1 LAYER GRACE PERP,A-A-BARRIER LAP BUILDING PAPER MIN.OF 2"(TOP AND BOTTOM) 2"ALUMINUM REVEAL BY FRY REGLET- PAINT TO MATCH CEM.PLASTER BLOCKING AS REQUIRED METAL PLASTER MOLDING. PAINT TO MATCH PLASTER 1/2'EXTERIOR SHEATHING PLASTER REVEAL DETAIL I 3" I 3 e�►n�uu►,a� N41ERE REGINRED BlOC1�JC AS �SY��11}1NG�� ` P�ASSEMBLY �aEa o/�-eNac�o un+ �ur�x a+�oE b' PAPER 0/1 LAYER CRACE PERM-A- 1'ANODIZED ALUMINUM REVEAL BY FRY REGLET, PAINT TO MATCH CEMENT PLASTER JOINT @ PLASTER SOFFIT 3° 32'-6" 32'-6" 32'-6" 32'-6" "4'-2"4'-2"4'-2" '-2"4'-2"4'-2"4'-2"4'-2" 4'-2"4'-2"4'-2"4'-2"4' ' 8'-0" 16'-6" 8'-0" 3' I -- ---- -- � $ ., ., .,. ., ., ., ., ., ,., ., ., ., .,--.--- -----�-.. � 23 --� — — — — ) ��'� 20 N 19 � ""^"` `"' � (FUTURE) "N'� OFFICE SHEET KEYNOTES -OFFICE aON 6"CONCRE ELCURB(W�H RE CCU S)NSTRUCTED M A I N S T R E E T N ALUMINUM STOREFRONT WINDOW SYSTEM WITH 2 CENTER SET CLEAR GLAZING C U P E RT I N O OFFICE 1 �3 STOREFRONT ENTRY DOOR WITH CLEAR GLAZING 4� LINE OF GLASS CANOPY-SEE A6.4 STEVENS CREEK @ FINCH � CURTAINWALL SYSTEM WITH FRONT-GLAZED CUPERTINO, CA CLEAR GLAZING AND SPANDREL PANELS aHOLLOW METAL DOOR,PAINT FINISH.SEE DOOR SCHEDULE ASA � CONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS 8� METAL COLUMN COVER S U B M I TTAL � CEMENT PLASTER SYSTEM OVER EXTERIOR SHEATHING AND METAL STUD FRAMING 10 CURTAIN WALL SYSTEM ENTRY DOOR 11 LINE OF PROPOSED EXIT CORRIDOR MAIN STREET CUPERTINO AGGREGATOR,LLC 12 LINE OF SOFFIT ABOVE 203 REDWOOD SHORES PKWY,STE 200 13 RESTROOM AND SERVICE CORE REDWOOD CITY, CA 94065 � ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS 2 ORIENTATION-SEE SITE 14 FOR EQUIPMENT LAYOUT �5 WqLL MOUNTED 2A:106C FIRE EXTINGUISHER � 16 PRECAST CONCRETE CAP ,�1 12 17 GAS METERS,SEE PLUMBING DWGS. 1� STAIRANDDUCTSHAFTS KENNETM RODRIGUES 8 PARTNERS INC. 19 RAINWATER LEADER,EXTEND TO 5'BEYOND BIDG. SLAB EDGE,SEE CIVIL ANO PLUMBING DWGS. ��s �o.�h w��.m.� n o.a. s��. z o 0 32'-6" 30'-5" 18'-1" 20 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN M,„„�.�„ v�.,. c� e s o 9 e s o�o 0 1'-3" 1'-3" (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 4��2� 21 FIRE SPRINKLER MAIN RISER �4�'H� T'�� G B� 6�''I� F)� H�'O� CONSULTANT I 22 KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS � m � • m � � m � - y - - x,,, � �� .- ,� � � - - - �� ,_� :��/,�r�y: m ��•?,r'�■ �:�:� ' � �- � �o, � � m -_�� / c� =----15-- �I__f-�/LJ � � � I ��i'' I . rr x t 11 27 � 6' 6' 6' '-3 8'-3' 16'-0" S'-3" 2'-0" I I 10'-8" 29'-10' 32'-6" �� '"�-- -------'�N� � i�ii� �� {�';�' �' • ��' • •' • �b ��c� �� 6'-0" 16'-6" 8'-0" 8'-0" 4' 8'-0" 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0" 4' 8'-0 32'-6" �� 32'-6" ��-0� 32'-6" � � 30'-5" 6•-0" 12 — 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. �SED ARCy� o V� P'�� F 24 TRELUS ABOVE �W �N� ,k C12,818 T 25 PASSENGER ELEVATOR CORE,"MACHINE-ROOM- N�6•30•15� * LESS",3500 LBS.CAPACITY EACH. �` �'s " � zs EXTERIOR DECK WITH SCORED,COLORED CONC. 9��F CA�1F� CO TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 � 27 PRECAST CONCRETE WiNDOW SILL I " 0 00 28 30"X 48"AREA OF REFUGE PER CBC SECT.1007.6 �'�'P N � � M 29 TACTILE SIGN COMPLYING WITH CBC SECTION 11176.5.1 STATING:"EXIT" O 30 TACTILE SIGN COMPLYING WITH CBC SECTION O 27 0 � 1117B.5.1 STATING:"EXIT ROUTE" `r �0 3� 6'x10'RECESSED ALUM.ENTRY GRID W!DRAIN,BY p Q v� CONSTRUCTION SPECIALTIES,INC. I � 32 STANDPIPE � O r 00 33 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 ❑ {�-� � * � U 3q TRANSFORMER LOCATION "oso ° 35 OCCUPANCY SIGN ��1Or' � � � LEGEND . ; � � q � EXTERIOR WALL . bp . ` EXTERIOR FINISH SYSTEM OVER 1/2"EXT. � �''> GRADE SHEATHING OVER METAL STUD 4 FRAMING(SEE STRUCT.DWGS FOR FRAMING j � s SIZE AND SEE ELEVATIONS FOR FINISH) . . ,. 'v `4 INTERIOR WALL(NON-RATED) � 1 LAYER'TYPE X"GYP.BD.EACH SIDE OVER 6" � � METAL STUD FRAMING, EXTEND TO � UNDERSIDE OF STRUCTURE + � M � INTERIOR WALL(1 HR RATED) � s' q 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" R I = °0 METAL STUD FRAMING, EXTEND TO Pno.�crra. 22.559 onr� 12.13.13 n UNDERSIDE OF STRUCTURE.UL DESIGN#419 �WN Br scn�e AS SHOWN Y AND ANSI/Ul#263 ` � INTERIOR WALL(2 HR RATED) CHECKEDBY � 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" �� METAL STUD FRAMING, EXTENDTO FOURTH LEVEL UNDERSIDE OF STRUCTURE.UL DESIGN#419 q AND ANSI/UL#263 FLOOR PLAN ' "+ ,.�..�, ao � OD OVERFLOW DRAINER OFFICE 1 * TACTILE EXIT SIGN 18._�. O DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE OSCHEDULE,SHEETS A6ATI�ON�,2EE WINDOW 8A3■� GENERAL NOTES FOURTH FLOOR PLAN -OFFICE 1 (30,371 SF) ��16" '� 1. NOTALLNOTESAPPLYTOTHISSHEET OC 2b13KENNETHRODRIGUES6PARTNERS,INC. 0 � M N � 0 c� 0 � � (V M in O c� � O CU BUILDING SECTION -OFFICE 1 ��16° 2 � � � � � � 7 8 9 10 11 12 �86'0" � I I I I I I I I I I I I I ROOF KEY NOTES -OFFICE � ETOALIFRAM NIGSIOEE S RUCTURAOL DFRAW NGS M A I N S T R E E T ❑ SINGLE PLY ROOFING SYSTEM OVER EXTERIOR C U P E RT I N O 2 SHEATHING � STANDING SEAM METAL ROOFING OVER EXTERIOR SHEATHING 0/ METAL FRAMING,SEE STRUCTURAL DRAWINGS � GLASSCANOPYONSTEELFRAME-SEEA6.4&A6.5 STEVENS CREEK @ FINCH Z � METALTRELLISWITHPAINTEDFINISH CUPERTINO, CA DMETAL GUTTER AND DOWNSPOUT ASA � OVERFLOW DRAIN TO DAYUGHT AT BOTTOM OF WALL OFFICE 1 a ROOFDRAINANDPIPING SUBM ITTAL � MECHANICAL UNIT TO BE CENTERED BETWEEN ORIENTATION ROOF MEMBERS BELOW ON SITE 10 ELEVATOROVER-RUN MAIN STREET CUPERTINO AGGREGATOR,LLC �� STAIR TO ROOF 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 j2 SPLASH BIOCK 13 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT � 14 18"X 24"LOUVERED MANSARD ATTIC VENT-SEE 4/A2.4.1 15 24"X 36"METAL MANSARD ACCESS PANEL-SEE 5/A2.4.1 �6 RAINWATERLEADER N E N N E T M R O D R I G U E 5 8 P A R T N E R 5 I N C �7 PRECAST CONCRETE TRIM-TOP SLOPED TO DR.41N ��5 N o�i n w n�.m.� R o.e, s��i a z o 0 r�o��.�� v��<+ c n e e o.o e s o�o 0 LE G E N D CONSULTANT — — �,�i�R��,y'� 0o HVAC ROOF TOP UNIT ON CURBS& ��r�'P 'K`S�� — — °oo ISOLATORS,SEE MECH.DRAWINGS ��`'C12,818 - �� N1��6•30 15�� RD ROOF DRAIN 9�O�F��~ RWL RAIN WATER LEADER TO EXTEND 5' BEYOND BLDG.SLAB EDGE,CONNECT TO Kevti,nP N — - STORM SEWER. SEE CIVIL DRAWINGS OD OVERFLOW DRAIN +�'-�" DENOTES ELEVATION POINT a T.O.W. TOP OF WALL ELEVATION T.O.R. TOP OF RIDGE ELEVATION � � y T.O.D. TOP OF ROOF DECK ELEVATION,SEE � � � ❑ � STRUCTRUAL DWGS.FOR ALL DECK HEIGHTS RewsioN �— DENOTES ROOF SLOPE DIRECTION 2 � DENOTES EXTENT OF BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT AP� DENOTES MANSARD ACCESS PANEL SEE 5lA2.4 � DENOTES 18"X 24"MANSARD LOUVERED VENT-SEE 4/A2.4 PROJECTNO. 22.�j�j9 OATE 12.13.13 — - MANSARD VENTING CALC DRAWNBY SCALE AssHOwN REQUIRED AREA: CHECKED Bv NET AREA SHALL NOT BE LESS THAN 1/300 OF AREA VENTED PERCBC1203.2 ROOF PLAN AND - - ROOF AREA:13,349 SF/300=45 SF VENTED SPACE REOUIRED W%MUST BE HIGH:45 X 0.5=22.5 SF HIGH(PER CBC 1203.2) S E CT I O N - - 50%MUST BE LOW:45 X 0.5=22.5 SF LOW(PER CBC 1203.2) OFFICE 1 PROVIDED AREA: LOW AREA:(SOFFIT VENTS,SEE SHEET A3.0-A3.3) 121 SF X 0.5(50%AIRFLOW THROUGH SYSTEM):60.5 SF g A4■O HIGH AREA:18"X 24"=3 SF PER VENT X 14 VENTS=42 SF � � ROOF PLAN -OFFICE 1 ��6° 1 �� O2013 KENNE7H RODRIGUES 8 PARTNERS,INC. C � �Qa�_�� C � THIRD FLOOR- OFFlCE 1 (30,37� SF) � �;32° � 3 �ua�_�« FOURTH FLOOR- OFFICE 1 (30,371 SF) � ��32° � 4 � � N � N M O � CV M � 0 �i C c � ,o�-o° , 32'-6" TaBU�aTioN: MAIN STREET OFFICE 1 CUPERTINO 1ST FLR 33,646 S.F. RETAIL 1,614 S.F. STEVENS CREEK @ FINCH 35,260 S.F. CUPERTINO, CA 2ss�-o� 2ND FLR 33,896 S.F. ^�^ s��-s° s2�-s° 65�-0° ae�-s° 3RD FLR 30,371 S.F. �`1 �-1 4TH FLR 30,37� s.F. S U B M ITTAL � TOTAL 129,898 S.F. N MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 `O REDWOOD CITY, CA 94065 fV (7 i � � i i i �/r i/ %.%/ � � ' ��'� �%,�%.. �� .s.w�.�c• / ir ;,� '��/i/ "��-/ i,i��i� r„ i."/, �,� .� / / './., ,.,.,e�►<�...,....,..�,.�.,_...r.�...s�+rwi+ „ e�e '%,;� ;, . , ,��/�j, ,��„ ,,,:��/��ii�� ,�/'��„�ii%��,��ii�,��;�� ,. //�,�;...... �� ii� �j �%� ��j��/��%�;j��/� /��. / � /� � �/ /', /��i i//, /. /. � ' .. . - , / i rr�/;. �i.;��i i �.i/i/ . i�i/ / /;� � O ,i � �r � � ' r �� ` �J`��~��r KENNETM ODRIGUES 8 PARTNERS INC . ' � ��5 N o r 1� W�i v m�n R o a E, S u�i t e 3 0 0 �%� j �' n+o��iei� V�<.. C n a s o e e 5 a�o 0 � � ... �� 'J.��-°��ii�gi ~ . . �...�.�w...... I j�� +3" CONSULTANT 40'-6" 32'-6" 65'-0" 32'-6" 105'-6" ,�s� '�c��J� �y��ARCiy� _. GCc� P Fto�2��'t�` 2'-0" 8'-0" �`'"� �� 2 N� ��C12,818 T�� N��6�30�15� - ,,��'Q _ „32. �;n�u� .__._._..,._w_ _ . 9'`��F cr.�1Fd2' FIRST FLOOR OFFfCE 1 (35,260 SF) 1 � .. � � r..�-^' .. KEVMAP H , ,...... �_� ,.......*S �:. . .,.ws....; .n s .,. �ua�_n• a I 15'-0" ❑ � O in N tko3"u d�'i� `�; c .. K� f��. �ek', REVISION PROJECTNO. Z2.�J�J9 onre 12.13.13 DRAWNBV SCALE AS SHOWN CHECKEDBV FLOOR AREA CALCULATIONS OFFICE 1 � � 1 • SECOND FLOOR-OFFICE 1 (33,896 SF) � ��32° � 2 �TRASH ENCLOSURE-OFFICE 1(375 SF) � ��8° � 5 � �CU p13KENNETMR°°R'��ESBP^RTNERS'N� SHEET KEYNOTES —OFFICE � TWO PIECE'MISSION'CIAY TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAWINGS � STANDING SEAM METAI ROOFING OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS Q2 3 Q O O O O OO �� Z � SMOOTFi.STEEL TROWELIED CEMENT PLASTER ' � HOR�ZONTAL T3G WOOD SIDING OVER EKTERIOR SHEATHING AND METAL FRAMING,SEE i I I R') T P1 T S� � RZ STRUCTURALDRAWINGS ' I 7 1 ZO 3 20 5 4 17 6 �, S T 2 B 9 � DARK BRONZE ANODI2ED ALUMINUM STOREfRONT SYSTEM WITH CLEAR GLAZING � r i �.,,. a METAL FRAMED GIASS CANOPY.SEE SHEETS A8.4 3 A8.5 E( � � I � � GFRC TRIM a CEMENT PLASTER EXPANSION JOINT � +68._�. ( I -- --- ------------------------------------------------------- � METAL GUTTER AND SCUPPER-RUN R1NL IN WALL TO CONNECT TO STORM DRAIN SYSTEM +gp'�• ----- — �0 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM Of p i WALL , ,.. .�.. ..,. „.... o �_, - - -- DECORATIVE UGHT FIXTURE,SEE ELECTRICAL � ... ,.. . . . . �:,- �i .. �.... . . . �� ` ' -----�--�-�- : ,� ;...'.' • � _ � DRAWINGS ° . , ; ,i . ... _ p , �., �`--�� - - - .. q. , �, �" ..�" -';" � . ,�� , '" � � ' ❑ KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE �,,, ,� 11 _ N' ^ i i, ' � i i i ❑ PREVENTION BUREAU REQUIREMENTS _ - •l.�. . . . --- - - -- 1 r _ —_ � --- - = -- .._ _.� _ ._. . � � — - - __ �- - -. � -_� -.__ --- 'i i'. � -' � - -�---; _ , ' � __ -.- -- ---- -- ---i � .-_ � .__..--- -_.... ❑ 8"X8"ACCESSIBILITY WINDOW DEC.AL . +41'-0" �:, _ _ 13 _ . •,, ` ' � f DRAINS AND OVERFLOW DRPJNS ! .. i�_��, �� ..F.. �r-.. 0 0 , ,, � i � � IINE OF ROO - - '; c�; �.'<: :�.,. 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':. _t.._ o ,-^r ;� +�'-6" STANOING SEAM METAL ROOF:BERRIDGE o _ . _ ..___ _---..._. _ R2 �CHMAPAGNE" •� . . ------- _ � --- _ .. .. .'r ' , i i �PRECAST:VENTURA CAST STONE-'LIMESTONE', I o t iv � [ � ,� T SMOOTH FINISH i ^ ,- +41'-0" __..�_�._.._.�r._. _. � � __ ._j --------- ...... ...; - : .�.. , > ": � � ,; ---_.._._._-- ---._... _. + ! ,s GENERAL NOTES � � : , � � a v y�" -�---�,�^„� -�---�, .. ...,�T,,,� �w � ��; 7 t.ST� + 1. NOT ALL NOTES APPLY TO THIS SHEET �, ,w�e� _:,�z;;�. ,,,,� �':T� _ + ��r 4 .g � ��i 2i-6' r ,r,,. r . .� - ... . �.r� , `° x ;*�,��" ��-� -�� _ — �,�, �� - . � � __ . _ .. .� � tri K « Q O � -' x� � �-R " ;-,_ i ' f!'� .,�...�'�' ,g ::, 4 (X�'.� � �ar�'t� � �Y �� ZV �� '. � a>;,,' :.� �4 '" �� , k,_ . R , 1� ��j ..', _- . 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SHEET KEYNOTES-OFFICE � TWO PIECE'MISSION'CLAY TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAWINGS � STANDING SEAM METAL ROOFING OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS � SMOOTM STEEI TROWELLEO CEMENT PLASTER �z �� OO \J OO OO OO OO OO OO �O ❑ ��TAI.T8G 1NOOD SIOING OVER EXTERIOR 4 SHEATHING AND METAL FRAMING,SEE STRUCTURAL DRAWINGS P1 R1 P1 P1 R2 DARK BRONZE ANOpIZED ALUMINUM i 3 5 1 4 5 3 2 1G 7 8 15 9 � a STOREFRONT SYSTEM WITH CLEAR GLAZING I I I � METAL FRAMED GLASS CANOPY,SEE SHEETS A6.4�A6.5 � ��' I' GFRC TRIM � : a I I a CEMENT PLASTER EXPANSION JOfNT +6$�-0" __ __ ____ _ -- --•---.�._..__�__-------.. _------ --— � _. - .._... ❑ METAL CaUTTER AND SCUPPER•RUN RWL IN ', +�-0 WALL TO CONNECT TO STORM DRAIN SYSTEM � ..... ._..-_�.. _ :_ .._ -_i _-----. - ---�-- . ..---...-- � � _.._ -- --- --- - ---- -_--.. - ._------- OVERFLOW ORAJN TO DAYL�GFiT AT BOTTOM OF 9 -- t0 o ,- ' � , ,.. w,au - .'. ._. __ _._ _. 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NOT ALL NOTES APPIY TO THIS SHEET � �V �. cD ,�x � . �rt " ,�r ��+ ="��, aii ::'� _ �� ----- ---._ � . �9 * , • -�+:�t ��-- . , � a��"Y� � r � Q p � �> � f. �,, "�'��` .�lx �i �"i� t4 7` � �` ,�: �. . . �V � �� ;� ;�a-- : �. i ..�,��.�4 :?�`�-.�.�«c��Y�a e �5�j ?.i£r�� ,..� � ,, : � �; �=� , �,� { �' � �: �`. ;:�� S4-rr �� . � � -�- : .�' �� r � � �_ ' �1� �.� Q 'it'� g.. fil j�; `�a ,:�, : � * `,� � ;� �� . . r . . � . -o- 23 14 10 OFFICE 1 WEST ELEVATION »>s• 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � 1(E N h E'N R O U F I O U E 5 6 P�R t N L R 5 V C 1�3 N o r 1 n W R��T o n R o v J 7 u�1• 1 0 0 M��.�., v�.. . c• e s c.o e s a i o 0 CONSUITANT tMMi1MMy 5�:4.�ti� `V��,Pp�� '�� y'"'C12,818'�'� Ni.�63013�?Q l,••. .�� 9��CA�� Re� /� � �v�. � ii� ,� -, i�j i� f � „m�. �" �� ,� 11.15.12 02.08.13 02.28.13 PLAN CHECK SUBMITTAL SET RESPONSE TO PLAN CHECK 1 ASA REVISIONS �o.�cr No_ 22.559 o�re 11.15.2012 on�ww ar acxe AS SHOWN CHECKED BY COLOR ELEVATIONS OFFICE 1 8C1 . 1 Ozoi��Nr�n+Roor+xiuES a v�ns.e�c. . . STEVENS CREEK BOULEVARD @ FINCH AVENUE CUPERTINO , CALIFORNIA ■ V I C I N I T Y M A P ■ ■ DBFBRRBD SOB1[ ITTALS ■ THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE BUILDING DEPT.FOR REViEW AND APPROVAL PRIOR TO INSTALLATION IN ACCORDANCE WITH CBC SECTION 108.4 FOR CONFORMANCE TO APPLICABLE CHAPTERS AND SECTIONS OF THE 2010 CALIF.BUILDING CODE: 1.AUTOMATIC FIRE SPRINKLER SYSTEM 2.FIRE ALARM SYSTEMS 3.SIGNS ARE A CONCEPTUAL FOR"PLACEHOLDER PURPOSES"AND REQUIRE A SEPARATE MASTER SIGN PROGRAM OFFICE 2 ■ P R 0 J E C T T E A Y ■ OWNER/ DEVELOPER MAIN STREET CUPERTINO AGGREGATOR 203 Redwood Shores Pkwy,Suite#200 Redwood City,CA 94065 A R C H I T E C T KENNETH RODRIGUES dc PARTNERS, INC. 445 N.Whisman Rd.,Suite 200 Mountain View,CA. 94043 H 0 T E L A R C H 1 T E C T DM8 ARCHITECTS 8911 Research Drive,1st Floor Irvine,CA.92618 C 1 V 1 L E N C 1 N E E R SANDIS 936 E.Duane Avenue Sunnyvale,CA.94085 LANDSCA�E ARCMITECT THE GUZZARDO PARTNERSHIP. INC. 181 Greenwich Street San Francisco,CA. 94111 �ARKINC OARAOE ENOINEER INTERNATIONAI PARKING DESIGN INC. 1201 Marina Village Parkway,Suite 100 Alameda,CA. 94501 ■ S H B L� T I N D B I ■ �Ap,O COVER SHEET Phone 650.344.1500 x 117 9A1.1 SETBACKS PLAWSECTIONS Q VALLCO PARKWAY OFFICE 2 Fax 650.344.0652 �A1.Z SETBACKS PLAN/SECTIONS(c�STEVENS CREEK BOULEVARD Contact Kevin Dare �A�,3 SETBACKS PLAWSECTIONS Q TANTAU AVENUE Nandy Kumar Karen Ngo �A2.0 ELEVATIONS OFFICE 2 �,� ELEVATIONS OFFICE 2 Phone 650.965.0700 �A3.0 FIRST LEVEL FLOOR PLAN OFFICE 2 Fax 650.960.0707 9A3,1 SECOND LEVEL FLOOR PLAN OFFICE 2 Contact Kenneth Rodrigues,FAIA �� THIRD LEVEL FLOOR PLAN OFFICE 2 Kevin Jones �A3,3 FOURTH LEVEL FLOOR PLAN OFFICE 2 ��Q ROOF PLAN AND SECTION OFFICE 2 �/�,p FLOOR AREA CALCULATIONS OFFICE 2 Phone 949.272.0200 Fax 949.272.0201 ��,p COLOR ELEVATIONS OFFICE 2 Contact Henry Wong 9C1,1 COLOR ELEVATIONS OFFICE 2 Phone 408.636.0900 Fax 408.636.0999 Contact Ken Olcott Steve Yasilina Phone 415.433.4672 x 16 Fax 415.433.5003 Contad Gary Laymon Brett Budolfson Phone 510.473.0300 Fax 510.473.0310 Contad Raju N.Nandwana ■ PLANHING PBRYIT FILB N0 . ■ APPROVED MODIFICATIONS(M-2011-09)TO THE PREVIOUSIY-APPROVED MASTER USE PERMIT (U-2008-01),ARCHITECTURAL AND SITE APPROVAL(ASA-200&06),TREE MASTER USE PERMIT (TR-2008-08)AND ARCHITECTURAL AND SITE APPROVAL(ASA-2011-24) _.,----- - �- ,......� �--..�..,. � F � � � J�. �'�:��ll. � _-�.� _t A�lkdil+r,r�'.�a� ' Y �`aC.•!�":'�i!� �+��?3.'�:f:isiil!�t -�"----^' ---�..r �rr,it �� .• �_-�,�_�}- �e;;'S.,G 1��„•,. �� z� pE i � �i�E�82 � �'�i�t Ri��u* tl � � A �► � ,� �a � � ' � • SCOPB OF TORg • 1.DEMOLITION OF EXISTING PAVING AREAS. 2.CONSTRUCTION OF A 129,898 SF NEW OFFICE SHELL BUILDING THAT INCLUDES 1,614 SF OF RETAIL.THE RETAIL IN THE OFFICE BUILDING WILL BE LOCATED AT THE GROUND LEVEL AND ARE INTENDED TO BE AMENITIES FOR THE OFFICE USER(S).EACH OFFICE WILL HAVE A SMALL RETAIUACTIVITY SPACE TO SUPPORT CAFE,RETAiI,MARKETPLACE WITH TO-GO-FOOD,OR EXERCISE FACILITY.THOSE AREAS WILL SERVICE THE OFFICE TENANTS ONLY BECAUSE OF THE SENSITIVITY BY OFFICE TENANTS TO OPERATING IN A SECURE AND CONTROLLED ENVIRONMENT. 3.CONSTRUCTION OF LANDSCAPE AND HARDSCAPE IMPROVEMENTS,SITE FURNISHINGS AND SITE AMENITIES. 4.NEW TRASH ENCLOSURES AS SHOWN ON BUILDING PLANS AND ELEVATIONS. 5.SITE UTILITIES,GRADING,DRAINAGE AND NEW PAVED PARKING AREAS ARE PART OF SEPARATE SUBMITTALS. 8.BUILDINGS SHALL COMPLY WITH LEED REQUIRMENTS AND RATING FOR MATERIALS AND COLORS.LEED DOCUMENTS WILL BE SUBMITfED AT LATER DATE. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � N E N N E T M R O D R 1 G U E 3 8 P�R T N E R S I N C. ��5 N o r t� W�i a m�n R o�C. S u i l e I 0 0 Mo��.i� vi.w . c� e s a c e s.o�o 0 CONSULTANT SFp AR�,y G�'�P•R��Pi ��'t� ''�c�z,a�s�-T"� * �6•30�15�* N��OF CA`��Q /�� '' � ,� 1 `/�' 'i: ;\` �_��'". :, 1�1 - __,�,�� 1 ��jl:.�..: �, „ .�� wsan aao.�cr ra. 22.559 �nre 12.13.13 auwN er scue CHECKED BY OFFICE 2 COVER SHEET 9A0.0 O2013 KENNETH RODRIGUES 8 PARTNERS,MIC. � 1 � VALLCO PARKWAY SECTION AT OFFICE 2 1/8"= 1'-0" Q STREET CURB LINE 20'SETBACK LINE 10'P.U.E.EASEMENT LINE PROPERTY LINE MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E 5 8 P A P T N E R 5 I N C. 0 1 5 N o r t� W h 1 s m a n R o a 0, 5 u I t e 2�0 M o u n 1 e 1 n V i s. . G A 8 5 0.9 8 5.0]0� CONSULTANT �`'��ARC'yi C��:•P R�a4i''•.,�'�` ti�� •.n J��"C12,818 T':� �i�6�30•15�,r� N�.� :.,Q �' . � 9�''•. ..•� �F CAL1F �II� :.;.� �� ./�� .;:� ■� -�� r�_ 1 � � i� � _',�• �/-�� r�L �MIM��MI/wYr �. . 1...�.....�'' ��:c ��1�:�.—..: , REVISION PROJECT NO. 22,�j�j9 DATE 12.13.13 DRAWN BY SCALE �"=3O' CHECKEDBV SITE SETBACKS VALLCO PARKWAY 9A1 . 1 O2013 NENNETH RODRIGUES 8 PARTNERS,INC. STEVEN S CREEK BOU LVARD SECTI ON AT OFFI CE 2 1/8"= 1'-0" 35'SETBACK LINE 10'P.U.E.EASEMENT LINE STREET CURB LINE PROPERTY LINE MAI N STRE ET CUPERTINO �TEVENS CREEK @ FINCH CUPERTINO, CA ASA SU BM ITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O�R I G U E 5 d P A R T N E P 5 I N C. �0 5 N o�t� W h i s m a n R o e 0, S u 1 1 e 2 0 0 M o u n t e i n V i s v . C A B 5 0.8 8 5.0�0 0 �R CONSULTANT �5��A RC�'i �Qi;:P ROD4i'••.,I'tn �';•�.�' �''•C��1 ��"C12,818�': �e,�j, 6•30•15�?� (P�.i� r'Q 9��F CA�1F�� _ �0� :.;-�� / � . �/�' '.:'� ■� ;��:, , �_ �� r � � :; ,,�. _._�� _ _.�.._,�...... ■��. . ,,..... 1 ��' ��'�:��.�: ..1 REVISION PROJECTNO. L�L,�jrJ9 DATE 12.13.13 DRAWN BY SCALE 1"=30� CHECKED BY SITE SETBACKS STEVENS CREEK BOULVARD 9A1 .2 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. � � � i , ��_; � +239.5' f LWE OF 60'-0" MAX.ALLOWABLE BUILDI G HEIGHT WITH RETAIL COMPONENT s1EVEr+s cr��i e�w � / // ' - %� ,�i ��— I � � t 'I +247'-0" --------- ---------------------�--------�----------=---� , � i � � I I ------------ ------------------------ �------- I ---------±2ss.a�.� 1 t rt LINE OF 60'-" MAX.ALLOWABLE BUILDING HEIGH WITH RETAI COMPONENT ±235.4' -----�_----�-_ �----_-----_M?ANTAUPVE� -��_�� I � ' ' � � � � , I I � � � � � � � i ( I ( � ' � I ,s��, I � -- ------------------ ----- �'c�` I � ------------------ -------------- �i OFFICE 2 I---- --------------- I � �� _�� I I 79�5' F.F. 179.0' �----------- -- - - _ . �scaEeKe�w 1�------------- --------- �� TAN TAU AVEN U E SECTI ON AT OFFI CE 2 1/8"=1'-0" � �, � I i I I I i ' 10'P.U.E.i �.S '-� P.A.E. I \ ' I 1 2X'MAX I I IW z I J m I � � U �_ � IZ Q H I 6"Cf1RB AND�UiTER j�--- ;175._� i S T.O.� MTANTAUA�'E _ �. ..>+S..r_-...�.... ,�� , - 3 � ��i'��VA�• � '" _=tl� � � l�sSiea�s cs�a� � t ft e . 7 rr�i"�IiLC9`y '4•�iiil►iii�T�i�7f `a� i t " �I.i ar %� y Ce��`;��r:+?fYA:�. 4�,w�� .,�„ :._�:c 4? F `. E 1 � Slgn�ture � Csse iiskaw�;�s � � � � } .M .. - (y �r�r� .RJ .JT �-.ws. ,.w..�...-.�..._..� .+..-a. 35'SETBACK LINE 10'P.U.E.EASEMENT LINE PROPERTY IINE STREET CURB LINE MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E 5 8 P R R T N E R 5 1 V C. ��5 N o r 1� W�1 s m s n R o s G: 5 u I t e 2 0 0 M a u n t�i n V 1�w G A 8 5 0.9 8 5.0]0 0 CONSULTANT ,�G�'��P��/�Ttn h � "��"C12,818 T� ��6•30-15� � N�. ,Q � 9��F CA�1F� _ /II� �- �/ �'��'� -._ ,� � ' �r � . :; , �_r��__._,� «�..-«...... �' '■ � �.., — �1��:�:..: 1 REVISION PROJECT NO. 22,�j�j9 DATE 12.13.13 DRAWN BV SCALE �"=30' CHECKED BV SITE SETBACKS TANTAU AVENUE 9A1 .3 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. SHEET KEYNOTES—OFFICE � TWO PIECE"MISSION"CLAY TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAWINGS � STANDING SEAM METAL ROOFING OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS �3 SMOOTH,STEEL TROWELLED CEMENT PLASTER 1 2 3 4 5 6 7 8 9 10 11 12 ❑ HORIZONTAL T8G IPE BOARD SIDING OVER R1 T'I P� T'I S� R2 4 EXTERIOR SHEATHING AND METAL FRAMING, SEE STRUCTURAL DRAWINGS 22 7 1 20 3 20 5 4 17 8 6 5 7 2 22 � 9 22 DnRK BRONZE at�ODIZEO ALUMINUM I I I I I I I I I a STOREFRONT SYSTEM WITH CLEAR GLAZING ( 6 METAL FRAMED GLASS CANOPY,SEE SHEETS A6.4&A6.5 � � ( � � � ( � � a GFRC TRIM I I I I I — — ———— I ———————I———————I —— � ———+6H�-O" � CEMENT PLASTER EXPANSION JOINT I __�___+60�-0" � WALL TO CONNECT TO TORM DRA N SYSTEM ' Y�''.Mr v�y�rW4 "4 v'�t� �.�'� ..' R�ty .'. :-.,: , ..V.�r Y'tix 4 iw'•'ti'rvJ� v�.y Na:�J�+.ivw .+'�!r�Ha•�ro� ..Y Y ar �u�°�I . -.vvwv.. ��u� ��aii -. '^v "`:.7;.'.-;: ,.-.w,. �. ,.- �.-«�.... ` .,.:'L ,.,�.., r.Y«.r.. w...w„F.-. «�„; „�,.,,. ,.a. , .,, �� OVERFLOW DRAIN TO DAYUGHT AT BOTTOM OF o :ur,+�-...�s••�+.+wr .;r-.r n-i,�. �� o �..,.�.'.� '.�.-."._,�,,,..'w�.... WALL � ... , .. • ------•— " ' DECORATIV UGHT FIXTUR EE ELECTRICAL � � � � ' n ii. � , ' , ... ' � _ 11 DRAVNNGS E E,S N r 8 � � ' +41'-O« �2 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE � .i -u,i. �t � � �: = t i: �i:�� : � � � � ---------- PREVENTION BUREAU REQUIREMENTS � i � u�� , � � i � 0 0 � � "�� ," i i � 13 6"X5'ACCESSIBIUTY VNNDOW DECAL �� "�� vn..� .�: ,' . � .:.. N � _�. i ji�i_, i. � ' 1 ❑ LINE OF ROOF DRAINS AND OVERFLOW DRAINS ------- ,. . '��'��. �. . . +27'-6" 14 ip ��..��: . � --------- BEYOND , n n •. � " --------- : , n i� � DECORATIVE METAL GUARD RAIL _ .. ... Q p ' � ��,�. � . , �: � 15 � . � ��„... ,. , � �. N i� � � ,"�.+!,. ; � i i ❑ SPANDREL GLASS SET IN DARK BRONZE '—'_'_"_' ' 1' ..�11 n'. _ .'.�'.. .1 " �: 1 +�4�-0� �6 ANODIZED ALUMINUM FRAMES - �� . � � .r ------- .� i � u .... � .. '"' � 'F u. '4 ; � � �7 STEEL TRELLIS NATH PAINTED FINISH _ ' 1 � ' ' u y � ' �" �' ❑ DARK BRONZE ANODIZED ALUMINUM ° �.. � `{��.. � � �., �,� 18 �'-0" CURTAINWALL FENESTRATION SYSTEM W/CI.EAR GLATJNG 6 SPANDREL GLASS 14Y 10 4 S1 18 13 11 15 8 14 T 20 � �9 METAL COLUMN COVER 20 PRECAST CONCRETE SILL-SLOPED TO DRAIN 2� STOREFRONT DOOR WITH SPANDREL GLASS SET IN DARK BRONZE ANODIZED ALUMINUM FRAMES OFFICE 2 WEST ELEVATION ��6�� '� 22 CEMENTPLASTER7'REVEALJOINT NOTE: TILE ROOF VENTILATION SYSTEAI IS BASED UPON 23 TRANSFORMER-SCREEN VNTH LANDSCAPE- SEE LANDSCAPE DWGS FOR PLANT MATERIAL PRODUCTS OF 0'HAGIN MFG.TOLL FREE AT 877-324-0444 OR WWW.OHAGIN.COM 24 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 25 STEEL FRAME W/SPACED IPE WOOD BOARDS, COORDINATE VENTS WITH ROOF TILE MANUFACTURER 2-PIECE�S� STAINED TO MATCH IPE T&G BOARD SIDING TO INSURE PROPER FUNCTIONING OF VENT SYSTEM CLAY ROOF TILE ANO COMPAT181L17Y WIiH SHAPE AND CONFlGURATION 26 GAS METERS BEYOND,PAINTED TO MATCH OF ROOF TILES. 0'HAGIN'S SECONDARY VENT (covER) �,�� ,� H G F E D C B A � �— R2 P1 R1 T 2 � 4 5 15 3 7 1 20 9 I � WIND CLIP 0'HAGIN'S PRIMARY VENT � I I 1 I �(SUBFIASHING) 22 I COLOR & MATERIALS LEGEND � WIRE MESH SELF-ADHESIVE SHEET I I � MEMB E(BITUTHENE) ( P� PAINT 1:DUNN-EDWARDS#DE5268"SUNDOWN" � 0'HAGIN'S PRIMARY VENT I I ( I I ��/ (SUBFLASHING) ROOF ECK I I I O I I I I WATERPROOF SEALANT +F>H�-O" S� �OD STAIN:OLYMPIC SEMI-TRANSPARENT I ---------- O"BRICK RED" WATERPROOFlNG AIEMBRANE WIRE MESH 0/ROOF SHEATHING ___+FiO�-O" R1 CLAY TILE ROOF:U.S.TILE TWO-PIECE M�SSION __ TILE,COLOR:"EL CAMINO BLEND" o +rjQ'-6" O STANDING SEAM METAL ROOF:BERRIDGE p --- --- ---------- "CHAMPAGNE" SECTION THROUGH VENT � HIGH POINT OF CLAY TILE ROOF 4 � —"—"—"— — — ': � , � �PRECAST:VENTURACASTSTONE"LIMESTONE", N 4 � �, � +45�-1" SMOOTH FINISH � --------- — — � — - ------+41'-0" � ., - - �.. �*. , , :':. . :a• -- ------ , ' ' GENERAL NOTES _, . .. , _ . � , ------- ,s 'S'VENTS FOR 2-PIECE'S`MISSION TILE: � � __.—___— . � � � COPPER 16 OZ . �: � 7 1. NOT ALL NOTES APPLY TO THIS SHEET � 1 h... . }'1%'-6" LOCATE AT HIGH POINT OF HIP ROOFS,EQUALLY � `i' i`. � i`. SPACED AND IN QUANTRIES IN COMPLIANCE WITH CBC - " . . r ` �, '� 1203.2 FOR ATfIC VENTILATION ABOVE SOfFITEO 0'HAGIN'S SECONDARY VENT 4 c? �i.- � . AREAS. SEE CALCULATIONS ON SHEETS A3.0-A3.3. (COVER) N i� i i � ' � � ---- — � -i i. ' i: +14'-0" . - - - • _ ..i ..-. .. . , - - - . .'. . . . ... , ,� . .. .. . '�'_-_' - .tlN ' _.. ..., ' .;..- . ... . � '.'�.:�. ... ..� �' '.1:... ; , � . .. _ _'-'-'� .Mp. .{... � '1''.." ' 0'HAGIN'S PRIMARY %� � ��r , � ..� . � � (SUBFLASHING) � iO � '� � � �� y.' [ �i � � ��. 20 T 8 4 16 21 Q OFFICE 1 ONLY CROSS SECTION THROUGH TILE VENT TILE ROOF VENTING DETAIL 3" 3 OFFICE 2 SOUTH ELEVATION ��16" 2 MAIN STREET CUPERTIN� STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REOWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T N R O D R I G U E S i P A R T N E R S I N C. ��5 No,in wn�.m.� rto.a, s��i. xoo Mo�n�.�n v�s.+ . c n e s o.c s s.o�o 0 [_.:F�nrmu .,.+p1MM�MM �S�D ARC� v��P��cn��T� ti F �* `�C12,818 a *� ��6•30•155�� 3,,c��F�A`1F�t'� �MAXMM� _ �II� �i.�.\\ „ 1 /� �� ::�-- - �� r�;�j;;!�r ��•�1��_�.. � I�'�� , t ��.�.. � �; ��_��:�..: rtEV�siori Pao.�cT ra. 22.559 onre 12.13.13 DRAWNBV scue AS SHOWN CFiECKED BV ELEVATIONS OFFICE 2 9A2.0 O2013 KENNETH RODRIGUES 6 PARTNER3,M1C. SHEET KEYNOTES-OFFICE � TWO PIECE"MtSSION"CUV TILE ROOFING OVER METAL FRAMING;SEE STRUCTURAL DRAWINGS (-„� STANDING SEAM METAL ROOFING OVER METAL u FRAMINCa.SEE STRUCTURAL DRAWINGS 12 '1 'O OO SO OO OO SO O gO OO OO � �"��TM'STEEL TROWELLED CEMENT PLHSTER R1 S1 P1 R2 � FIORI20NTAL TdG IPE BOARD SIDING OVER EXTERIOR SHEATFNNO AND METAL FRAMING. 5 1 4 n 3 2 16 7 22 15 ,g SEE STRUCTURAL DRAWINGS �_r_� i a DARK BRONZE ANODIZED ALUMINUM � STOREFRONT SYSTEM VNTH CIEAR GLAZING ! � METfLL FRAMED GLASS CANOPY,SEE SHEETS AB.�3 AB S � C'FRC TRIM ��-� aCEMENT PIASTER EXPANSION JOINT � ; i ��,-� ❑ METAL GUTTER AND SCUPPER-RUN RWl IN � , 9 WALL TO CONNECT TO STORM DRAIN SYSTEM ° � OVER OW DRAIN TO DAYUGHT AT BOTTOM OF � . . _ ..._ _... _ ,. .._.< . . f .. . _ . � WALLfL o , ,. _ . � � l , �. ..1 iv � � ',' � ! I r �� DECORATNE LIGHT FIXTURE.SEE ELECTRICAL _ . . . � � . . • _. 3 s � , r rlll�� J ..,._ . . . , +41'-0" ORAVNNGS : 71 : � G. . .. f� DD��A : _ _.. ' ,: ., .:: ._', ,, ,.,.;._ ,-.. ._. :.T, . _; _ � - ... PREVENTION BUREAU REQUIREMENTS R FIRE , � y C ` � t , Y - KNOX BOX SYSTEM(KEY BOX)IOCATE 0 0 ' � .. . : ; . . 12 � . � . .. , � ; : j - + ; j _ f_ i ` 19 13 s^xe•nccessiai�m vwNOOw oecn� N ti ,�_; ; i � ` ;.._ zr-s� �. . __,, � � �� : '� _ - ",. t-- ,14 F DRAINS AND OVERFLOW DRAINS . • � . + UNE OF ROO BEYOND _' . �� ` �.. ? ... ' .,- , E :.. . ; .. - E .- � . - - - 0 o t-- T r _.__ _ . _ , N � , ; ' ; , DECORATIVE METAL GUARD RAIL , ^ I j = ' • s i � 15 � ;'_. _.._._.....�__ ... �_—____ . ' � � . + .............. : _ _ orrZE ,. ; , � . .. ANODIZEDALUMINUMFRAMES ` • , +14'-�" gpqNpREI GLASS SET IN DARK BR �- .._.,_. ,...__. ..'_"...' ._.._... ..,-__ � ' ' _. _.._ ... _ ' " � j � l l . • , � s � ' - STEEL TRELUS VNTH PAINTED FINISH ,_ . __ ;. € .., 6 . . . i � , � �� O �:_' i. .....�.�..�.: .., .;._� _.�4- ' ` .,.j_..>...... ..,...._ ,-.. __. "t -' �• 1 ,. �--i � E 17 _..... _�_..__ =_<_ � :�__:..� � �_�..�:. . , � _ : i �__ . : _ , : �. � �'-0" �8 ❑ QARK BRONZE ANODI2ED ALUAAINUM � CURTAINWALL FENESTRATION SYSTEM W/CLEAR cuzi�c a sP�e�c,�r�ss 7 14 t0 18 14 ZO 19 21 16 26 23 19 Mer�u cau�coveR T �OFFICE 2 � PRECAST CONCRETE SILL-SLOPED TO DRAIN ONLY 2� STOREFRONT DOOR WITH SPANDREL GLASS SET IN DARK BRONZE ANODIZED AI.UMtNUM FRAMES OFFICE 2 EAST ELEVATION ��s• � a �MENTPLASTER2"REVEALJOINT 23 TRANSFORMER-SCREEN VNTH LANDSCAPE- SEE UNOSGIPE DWGS FOR PLANT MATERIAL UNE OF COIUMN -�- 24 TRASH ENCLOSURE-SEE DETAII 2/A1.1 BEYONO � STEEL FRAME W!SPACED IPE 1M�OO 80ARDS. METAL DECORATNE STAINE�TO MATCH IPE T3G BOARD SIDtNG j��'G,�R�j(',%LL � GAS METERS BEYOND.PAINTED TO MATCH MEMBERS TO BE BUILDING COLOR SET�4'O.C. �E�T�E O O O O O O O O SILL ON CEA�NTITtOUS BONDCOAT-TCNA P 1 S 1 R 1 P 1 T R 1 METH00 F1036-11 � 15 3 4 1 3 20 5 7 1 s +2T� � COLOR 8�MATERIALS LEGEND n��o�.00R - — P1 PNNT 1:DUNN-EDWARDS�OE5288'SUNDOWtf' S�� `� �,� S� WO00 STAIN:OLYMPIC SE1AI•TRANSPARENT 'BRICK ltED' � � ~ :! ' . CE MISSION '' ' ' � , ' �'� O TIL L BIEND" R� CLAY T�E ROOF:U.S.TILE TY�O�IE ` j ,. . E.COIOR:"E CAMINO . .,.'... .. .... ,..... � i .... ,_ r�. � , t 1 ' _ +y{'$ O STANDING SEAM METAL ROOF:BERRIDGE CAST IN DRIP EDGE ,..,., . . �,.,..,.. � .,.. , ._... ,. . ..�.:. �{ ..,,.. �cwu��c�- SEALANT AND BACKER d d Q �Q Iv � r . o . � : �-- - �PRECAST:VEN'TURA CAST STONE"LIMESTONE", � SMOOTH FINIS ; . . : . �.; . ROD � � a ` F` ; : s"'_* . � ° �41-0" _ . ___.. L. _ ' METAL PLASTER STOP � � ' s ; , _ -_, ._. � _._: _ , ___-_. . Eoc� �' °° a o a � 4 ,9 � �_ . . _ GENERAL NOTES : � . . • � . � a iv i� : � I i 8 +27'�" 1. NOT ALL NOTES APPLY TO THIS S H EET ANGI.E CLOSURE� ° o _ : ; _ . ' . .. EDGE�SUB d�ED�E � !4 ; _- __. . —_ �___._. Of DECK � . :._� � �: ..., _._.: _:__.: -w - - _ � . ;_ ��.. 7/8'CEMENT PLASTER �' � :. � � � 3 _ :. ' +14'-0" s�s�a P�R ,- - � sn�o un�a� . . , :. y . . .� -- - ---- . _ _ , _ � . ° �aRPERMA�BARRIER 3114•�T.wr.coNC.a r o ` I�TAL STUD FRAMING 3TEEl DECK �-0,� HYDROTECH hM�16125 1R'EXl'ERIOR -125MILS OJ FLEX FLASH F 0/ 2g 23 2t td t4 22 10 SHEATHING 90 MILS �OFFICE B/1TT INSIiLATION,SEE HYDROTECH HYDRODRAIN 2 ONLY TITLE 24 2'(:OLOI�D CONC.TOPPING SLAB W/SCORE Lil�PATfERN DECK EDGE DETAfL 3' 3 OFFICE 2 NORTH ELEVATION ,�16• 2 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N Y E I H R 0 C R I G J E 3 i P A N T N E R E �N C ��5 N e r 1• W��m�n R e�� !�f t• 1 0 0 u•u n 1�•n v��w C♦ e 5 0 9 6 5 o T o 0 CONSULtANT �t�'��/��i •W C12,818 N's.�8 30 15�'c ��CA`,�� '� N = W /' '`'^,.. , ,; �; .. o.-`°r�� 1 ��.._�s �''' �G` � �.: �� -�� r�v�aa+ vao,�cT ra 22.559 DATE 12.13.13 oanv�er SCALE A S S H O V N�I a+Eaceo er ELEVATIONS OFFICE 2 9A2. 1 OPq13 KENNETH RODRIGUES A PARTNERS.INC. � � � O � `. � 10 � SHEET KEYNOTES -OFFICE aEXTERIOR METAI STUD FRAMED WALL CONSTRUCTED ON 6"CONCRETE CURB(WHERE OCCURS) aALUMINUM STOREFRONT WINDOW SYSTEM WITH CENTER SET CLEAR GIAZING aSTOREFRONT ENTRY DOOR WITH CLEAR GLAZING 4� LINE OF GLASS CANOPY-SEE A6.4 � CURTAINWALL SYSTEM WITH FRONT-GLAZED CLEAR GLAZING AND SPANDREL PANELS aHOLLOW METAL DOOR,PAINT FINISH.SEE DOOR SCHEDULE aCONCRETE SLAB ON GRADE,SEE STRUCTURAL DRAWINGS aMETAL COLUMN COVER 9 CEMENT PLASTER SYSTEM OVER EXTERIOR N OFFICE 2 � SHEATHING AND METAL STUD FRAMING 10 CURTAIN WALL SYSTEM ENTRY DOOR 11 LINE OF PROPOSED EXIT CORRIDOR 12 LINE OF SOFFIT ABOVE 13 RESTROOM AND SERVICE CORE 14 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT ORIENTATION-SEE SITE 15 WALL MOUNTED 2A:10BC FIRE EXTINGUISHER 16 PRECAST CONCRETE CAP 12 17 GAS METERS,SEE PLUMBING DWGS. 18 STAIR AND DUCT SHAFTS �. 19 RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. g�-0• 20 OVERFIOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 21 FIRE SPRINKLER MAIN RISER o � KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE PREVENTION BUREAU REQUIREMENTS _ �,, 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. �' pq TRELLIS ABOVE `O PASSENGER ELEVATOR CORE,"MACHINE-ROOM- o `° 25 LESS",3500 LBS.CAPACITY EACH. ih � EXTERIOR DECK WITH SCORED,COLORED CONC. � 26 TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 _ � _ 27 PRECAST CONCRETE WINDOW SILL " 28 30"X 48"AREA OF REFUGE PER CBC SECTION � I 1007.6 o � 29 TACTILE SIGN COMPLYING WITH CBC SECTION � 1117B.5.1 STATING:"EXIT" O � 30 TACTILE SIGN COMPLYING WITH CBC SECTION � 1117B.5.1 STATING:"EXIT ROUTE" � � 3� 6'x10'RECESSED ALUM.ENTRY GRID W/DRAIN,BY CONSTRUCTION SPECIALTIES,INC. 'n 32 STANDPIPE I � 0 33 TRASH ENCLOSURE-SEE DETAIL?JA1.1 � c �Q .�`�'- 34 TRANSFORMER LOCATION N FIRST FLOOR PLAN -OFFICE 2 (35,260 SF) � ��s• � 1 LEGEND � EXTERIOR WALL EXTERIOR FINISH SYSTEM OVER 1/2"EXT. GRADE SHEATHING OVER METAL STUD FRAMING(SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FOR FINISH) INTERIOR WALL(NON-RATED) 1 LAYER'TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE � INTERIOR WALL(1HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE.UL DESIGN#419 AND ANSI/UL#263 � INTERIOR WALL(2 HR RATED) 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO UNDERSIDE OF STRUCTURE.UL DESIGN#419 AND ANSI/UL#263 RWL RAIN WATER LEADER OD OVERFLOW DRAIN * TACTILE EXIT SIGN �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE OWINDOW TYPE DESIGNATION,SEE WINDOW SCHEDULE,SHEETS A6.1 8 A6.2 GENERALNOTES 1. NOT ALL NOTES APPLY TO THIS SHEET MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 n K E N N E T H R O D R 1 G U E 5 8 P�R T N E R 5 1 N C. a�5 N o r 1 n w n I�m�n R o e tl, s u 1 1 e z o 0 M o u n t�I n V I�r . G A 6 5 0.9 8 5.0 1 0 0 CONSULTANT S�AR�h'i �v��P'��v .'�� •a ��C12,818 T; N:.�6•30•15�:� 9�''••., ��F CA�1�� /�� „ �j � �� . �i •.. ,----__ � :� :, �r a�: ��.�i� 1 r� '""'-'""wW ��1� ��t■:.:: -s:� - _ REVISION PROJECT NO. ZZ,�J�J9 DATE 12.13.13 DRAWNBY SCALE AS SHOWN CHECKED BY FIRST LEVEL FLOOR PLAN OFFICE 2 9A3.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. STRUCTURALCOLUMN,SEE STRUCTURAL FIRE SPRINKLER MAIN RISER 1 HOUR RATED INTERIOR WALL,SEE LEGEND 0 • • � � �� d� _� � , �/ � � , r � ..,,:,......: � i ,�� , , � � � � � _ � � � � � s , � r� ___ ___ __, _i�i' ENLARGED MAIN ELECTRICAL ROOM -OFFICE 2 I ��$° I 3 1 2 3 I I 2'-0" 10'-8" 29'-10" I 22'-0" I2'-8" 2'-7-— ��'' I � �."� ��"- c?I I� �° Q M � T �I � O N M N I� c� ih � � � °i � � � � Q O M � I I O0 � � i+o � - � � I 0 I � O N I I O I fh � O I 0 I � _ 1__ •� oi m "� � 4 � I 4 5 I I 32'-6" _3 6'-0" 12'-6" 6'-0"8'-0" � - 4'-6� I s— �— s — 0 I I � i - �• - - -�---N°�-- �-�-� '�" � SHEET KEYNOTES-OFFICE � � �� ` MAIN STREET r EXTERIOR METAL STUD FRAMED WALL CONSTRUCTED � ' _ y � ON 6"CONCRETE CURB(WHERE OCCURS) .v�n�`��!-~�C�� CENMER ET COLEAR GLAZ NG DOW SYSTEM WITH C U P E RT i N O � �Y • ` � ' " ' � STOREFRONT ENTRY DOOR WITH CLEAR 4aGLAZING STEVENS CREEK @ FINCH LINE OF GLASS CANOPY-SEE A6.4 ""�� ' ��: �;� • <� `.`' --! CURTAINWALL SYSTEM WITH FRONT-GLAZED CUPERTINO, CA �, � ': - . � .,.. ._...._ .._.._� ...,.�rt � M1 � � CLEAR GLAZING AND SPANDREL PANELS � � HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR SCHEDULE �y ��r-: w°-`�' ' ' �..�.�-��'-'�°"`"'"`"" � CONCRETE SLAB ON GRADE,SEE STRUCTURAL ASA �µ-� � DRAWINGS t S METAL COLUMN COVER S U B M I TTAL � N OFFICE 2 D CEMENT PLASTER SYSTEM OVER EXTERIOR , SHEATHING AND METAL STUD FRAMING �;��!�4ll� _ _,_ _.. 10 CURTAIN WALL SYSTEM ENTRY DOOR � MAIN STREET CUPERTINO C�1�C s',g�::a• ' 11 LINE OF PROPOSED EXIT CORRIDOR AGGREGATOR,LLC A 12 LINE OF SOFFIT ABOVE 203 REDWOOD SHORES PKWY,STE 200 � REDWOOD CITY, CA 94065 __ ; .... a . �--�� 13 RESTROOM AND SERVICE CORE ORIENTATION-SEE SITE 14 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS FOR EQUIPMENT LAYOUT � 15 WA�L MOUNTED 2A:106C FIRE EXTINGUISHER 16 PRECAST CONCRETE CAP 6 7 8 9 10 11 12 17 GAS METERS,SEE PLUMBING DWGS. 1(l STAIRANDDUCTSHAFTS KENNETH RODRIGUES 1 P�RTNERS INC. RAINWATER LEADER,EXTEND TO 5'BEYOND BLDG. ,,s N,,�� W�i,m.„ R a.a, 5��. z o 0 I a86'-o" I I I I 19 SLAB EDGE,SEE CIVIL AND PLUMBING DWGS. 32'-6" 32'-6" 32'-6" 32'-6" 32'-6" 30'-5" 18'-1" 20 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COLUMN M^�^+.i^ �i.- . c a e s o.s e s.o�o 0 (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 12'-6" 6'-0" 9'-0" 6'-0' 12'-6" 8'-0" 16'-6" 8'-0" 12'-6" 6'-0"g'-p" 6'-0" 12'-6" 10'-6" S'-0" 13'-3" 6'-0" 10'-1" 8'-0" 21 FIRE SPRINKLER MAIN RISER CONSULTANT 3'-6" 5'-0" 5'-0" 3'-6" 3'-2" KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE _ I _ _ _ _ _ _ _ _ _ _ Z2 PREVENTION BUREAU REQUIREMENTS �gED ARCy� I -� - i �� I I 0o aw� — oo aw� (FUTURE) � OFFICE � �!.� ROU4i'•.,�' q 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. ,�G.�P• �<<`� � ��C12,818`-n: 2q TRELLIS ABOVE yt: ,,:* �`'� �6•30•15 � �—� `�' 25 PASSENGER ELEVATOR CORE,"MACHINE-ROOM- u'�••., �`Q � � L E S S",3 5 0 0 L B S.C A P A C I T Y E ACH. 9�'••. .•'�-` I 0 2 1 g o � 2 6 EXTERIOR DECK WITH SCORED,COLORED CONC. �F CAL1F � `� � TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 I ��" I o N 27 PRECAST CONCRETE WINDOW SILL K�,�P N _ _ _ _ °O _ 2a 30"X 48"AREA OF REFUGE PER CBC SECTION � O O M 1007.6 io 29 TACTILE SIGN COMPLYING WITH CBC SECTION I I I O I 1117B.5.1 STATING:"EXIT" O ° 30 TACTILE SIGN COMPLYING WITH CBC SECTION " iD o 1117B.5.1 STATING:"EXIT ROUTE' ,� Q r' 3� 6'x10'RECESSED ALUM.ENTRY GRID W/DRAIN,BY I � o CONSTRUCTION SPECIALTIES,INC. � � io 32 STANDPIPE �> _ _ O 6 �:;<. 30 � 33 TRASH ENCLOSURE-SEE DETAIL 2/A1.1 �A � 12 �j o 34 TRANSFORMER LOCATION ; � � � REVISION "v i v �O � " � LEGEND � M ' °0 � EXTERIOR WALL i 'v M EXTERIOR FINISH SYSTEM OVER 1/2"EXT. - � GRADE SHEATHING OVER METAL STUD � � FRAMING(SEE STRUCT.DWGS FOR FRAMING � � io SIZE AND SEE ELEVATIONS FOR FINISH) a INTERIOR WALL(NON-RATED) I I 1: � N 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" ' °p METAL STUD FRAMING, EXTEND TO I 2 � y I 26 i 'v `�'� UNDERSIDE OF STRUCTURE � o � INTERIOR WALL(1HR RATED) � � O�; ; � 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6� pRp�ECT NO. �IL,�J�J9 OATE 12.13.13 � ��R METAL STUD FRAMING, EXTEND TO --.-... -..._.-- -- ---- -- -- ------- --------- UNDERSIDE OF STRUCTURE.UL DESIGN#419 DRAWN BV SCALE AS SHOWN � � AND ANSI/UL#263 CHECKED BV � 4 ' � INTERIOR WALL(2 HR RATED) � i q � � 2 LAYER"TYPE X"GYP.B0.EACH SIDE OVER 6" � N METAL STUD FRAMING, EXTEND TO SECOND LEVEL --"- - . - UNDERSIDE OF STRUCTURE.UL DESIGN#419 --- ------------ ----------------- -------- � . 4 AND ANSIlUL#263 F L R P A 4 � I '-3 '-5 24'-7" 2'-0' 10'-8" 29'-10" I I I I I 1 I I I I ( I 20 19 I 5 12 ( 30 3 � � � � � �� J� � � —-._ _- �� - 8�_3« �6��. s�_3. 32'-6" I I 32'-6" �- ' 4 - -� � - 2�_�• - RWL RAIN WATER LEADER O F F I C E 2 8'-0" 8'-0" 8'-0" 4' 8'-0" 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0" 4' 8'-0" 8'-0" 8'-0" OD OVERFLOW DRAIN * TACTILE EXIT SIGN 32'�' 32'-6" �� 32'-6" �� 32'-6" 3�'6� 4�'6� 30'-5" ��"�� 18'-1" 2�'�� DOOR TYPE DESIGNATION,SEE DOOR I 286'-0" I I 1 � SCHEDULE 9A3 1 ( I I O SCHEDULE,SH ETS A6ATI�0 6.2EE WINDOW � GENERAL NOTES SECOND FLOOR PLAN -OFFICE 2 (33,896 SF) ��s� � �. NOTALLNOTESAPPLYTOTHISSHEET OC 2013KENNETHRODRIGUESBPARTNERS,INC. F Q ■ � Q SHEET KEYNOTES-OFFICE aON fi CONCRET CURB(W�H RE CCURS)NSTRUCTED MAI N STRE ET PARTITION AS SCHEDULED RATING OF PARTITION AS ALUMINUM STOREFRONT WINDOW SYSTEM WITH SCHEDULED �ia�t�o ati w.mAt wo swwa � CENTER SET CLEAR GLAZING C U P E RT I N O �� STOREFRONT ENTRY DOOR WITH CLEAR ACOUSTICAL INSULATION f N MIN 1/2'THK,UL-LABELED GLAZING � FILL MATERIAL APPLIED ��e�� 4❑ LINE OF GLASS CANOPY-SEE A6.4 STEVENS CREEK @ FI NCH COVER PLATE FLUSH WITH BOTH r�+� uw�s�� CUPERTINO CA SURFACES OF WALL: �� a CLEAR'GLAZING AND SPANDREL PANELS ED ' OUTLET BOX PAD AROUND TREMSTOP INTUMESCENT �� TELEPHONE AND ELECTRICAL ACRYLIC,FYRECAULK,OR 6 HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR J-BOXES.RATED"PUTN PAD"@ EQUAL � SCHEDULE RATED WALLS a CONCRETE SLAB ON GRADE,SEE STRUCTURAL ASA PIPE OR CONDUIT DRAWINGS CONTINUOUS ACOUSTICAL SEALANT � 8� METAL COLUMN COVER AROUND TELE.AND ELEC.J-BOXES. _3/8"CROWN OF UL- �• ��0��x��'��"� S U B M I TTA L FIRE RATED SEALANT @ RATED LABELED FILL MATL EA. � N OFFICE 2 gQ CEMENT PLASTER SYSTEM OVER EXTERIOR WALLS �- SIDE,TYP. �MOOM°��nOM��'�� SHEATHING AND METAL STUD FRAMING �. ns�Y w��s v m�ao//�r.a no LL s�m�cnw�oom�ra 10 CURTAIN WALL SYSTEM ENTRY DOOR CONTINUE ACOUSTICAL �°O�� MAIN STREET CUPERTINO 11 LINE OF PROPOSED EXIT CORRIDOR AGGREGATOR,LLC INSULATION AROUND TELE. FOR 1-OR 2-HR WALL 12 LINE OF SOFFIT ABOVE 203 REDWOOD SHORES PKWY,STE 200 AND ELEC.J-BOXES UL SYSTEM W-L-1328 13 RESTROOM AND SERVICE CORE REDWOOD CITY, CA 94065 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS J-BOX @ PARTITION 3� 4 PIPE PENETRATION @ PARTITION 3• 3 TYPICAL BACKING PLATE NTS 2 ORIENTATION-SEE SITE 14 FOR EQUIPMENT LAYOUT 15 WALL MOUNTED 2A:10BC FIRE EXTINGUISHER R 16 PRECAST CONCRETE CAP �� 17 GAS METERS,SEE PLUMBING DWGS. 1 2 3 4 5 6 7 8 9 10 11 12 p 1p STAIRANDDUCTSHAFTS KENNETH RODRIGUES 8 P�RTNERS INC. 86'-0" 19 SLAB EDGE,SEEDCIVIL AND PDLUMBING DWGSBLDG. ��5 N o�� w�i.m.� R,,e, s�i�. :o 0 2'-0" 10'-8" 29'-10" 32'-6" 32'-6" 32'-6" 32'-6" 32'-6" 32'-6" 30'-5" �g�_�^ 20 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM Of COLUMN (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS "°""`•�° ��•W c� e s o.s 6 5.0�a o 22'-0" '-3 6'-0" 12'-6" 6'-0"8'-0" 6'-0" 12'-6" 6'-0" 9'-0" 6'-0" 12'-6" 5' 8'-0" 16'-6" S'-0" 5' 12'-6" 6'-0"9'-0' 6'-0" 12'-6" 10'-6" 8'-0" 13'-3" 6'-0" 10'-1" 8'-0" 21 FIRE SPRINKLER MAIN RISER I 2'-8" 2'-7" 4' ' 3'-6' 12 8 3'-6 16 3'-2" KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE CONSULTANT 22 PREVENTION BUREAU REQUIREMENTS S�D qR�y� - - - - - - - - - "' - - - - 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. � W �l�.;P:Rppq��••+•,.�,�� Q � tii�GZ' `Cr'•G� 24 TRELLISABOVE �:�, N:-� • - •� - - - `'' - CHINE ROOM • 30 1 ; . 30 - �c 5 p;* _ __ ,.,,, ,.�.. ...,.....,: ,. .,. ... . . . Y �' . , co 25 N:�6 .b?.Q ,... _ .. ...:... '..:.;'.,:,;`. ,::,: `: ..,..,...:..:. ..:�;;"•,': _ .,. .....;w-��; .. . ... ,.... . ......:. . ..�.:. ..... � . . LESS"3500 LBS CAPACITY EACH �'•• :'�` ,•. ...,.., , 3 •. • 9'•... � ,.... .:..,... ...:. •......,. EXTERIOR DECK WITH SCORED,COLORED CONC. �p""""'1F CO O S O O O O O O '� tO 26 TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 F CA� iD � N I "'I " �I I I � � � � " 'uQi N 27 PRECAST CONCRETE WINDOW SILI. M O N � N c� ih � 4 � � � M � � M � o o ' � fV N N M .� 4 N co � �? ao � 23 30"X 48"AREA OF REFUGE PER CBC SECTION �vr.aa H �� 28 1007.6 O 01 O 30 � � 20 19 30 26 2 1 9 � 30 O—� O � � 29 TACTILE SIGN COMPLYING WITH CBC SECTION �+ � 11176.5.1 STATING:"EXIT" �I I I I ( I (FUTURE) I I � � Q � 30 TACTILE SIGN COMPLYING WITH CBC SECTION ( o, OFFICE O 4 �q 11178.5.1 STATING:"EXIT ROUTE" I I �8 32 I 11 ( 13 I 300 25 IS.�E I 32 18 I I a ( � � 3� CONSTRUC ION S ECIALTIESYINCID W/DRAIN,BY °' o, � �� ( r— ---------- ------------------- -------- -------�--- ------— ----------------- ---------- -- � G i � --r--- ---- T- 1- r----- �T 1- ------r---� i �., s2 [ ��: � � � � STANDPIPE � I ' TRANS ORMER LOCATION ETAIL 2/A1.1 - - ------z---------- ----,_ = e � _ o a F�_ , � .�..�....� , �� - - i - - � 33 =` � ��M � � 30 � ' 30 � � srn�wi1' I 34 ( O I 28 / �' � ' ' aESr%t r�57w.t ' � < I � � 28 � Q Q REVISION ...s i • ..� bo ( O 15, ��,;"i ; �°j ; ,s � ',:� ��5 � N � LEGEND � � � � i i � � y � Z q "' o I � ;`�, , I � I I � "� , � ^^^^^^^^" EXTERIOR WALL � O ' '� `� ' � I J I i � ` i � �4 EXTERIOR FINISH SYSTEM OVER 1/2"EXT. I I � �Jy � i I 15 .�.�cw e�crnKU � < � � �"""' � � g 9 � �y � � �"� GRADE SHEATHING OVER METAL STUD i ' - - —� '' �,�J�___ __________________- � _________________ _____' _ Z _ FRAMING SEE STRUCT.DWGS FOR FRAMING --- - - � i i SIZE AND SEE ELEVATIONS FOR FINISH) � -------------------- ----------------------------------------- ---� ' r� INTERIOR WALL(NON-RATED) o, �--- -------------------- ----------------------------------------- v , I I I I I I I I I Q `! 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" Z � in METAL STUD FRAMING, EXTEND TO �� UNDERSIDE OF STRUCTURE � INTERIOR WALL(1 HR RATED) 2% 2% 5 2 � 9 2� �9 � q 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" I� I I I I I 1 I Q ao METAL STUD FRAMING, EXTEND TO �o.�cT r+o. 22,559 DATE 12.13.13 o, o, o, - - - - -°��` t - Z � Z - Z - Z � - UNDERSIDE OF STRUCTURE.UL DESIGN#419 DRAWN BY scn�e AS SHOWN "' °' O O O O O O0 AND ANSI/UL#263 ` � INTERIOR WALL(2 HR RATED) CMECKEDBV " � %� co 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6' O OO � ; METALSTUDFRAMING, EXTENDTO THIRD LEVEL _ _ _ _ UNDERSIDE OF STRUCTURE.UL DESIGN#419 w 4 - ANDANSI/UL#263 FLOOR PLAN — - 2,_8� 2,_�� - - - -- - - - - --�—- °D RWL RAIN WATER LEADER OD OVERFLOW DRAIN OFFICE 2 22'-0" '-3 8'-3" 16'-0" S'-3" 6' 6' 6' 3'3' 6' 6' 6' 8'-0" 16'-6" 8'-0" 8'-0' 4' 8'-0' 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0' 4' 8'-0" * TACTILE EXIT SIGN 2'-0" 10'-8" 29'-10" 32'-6" �� 32'-6" 32,-6" 3'-6 32,-6« 1'-6" 32'-6" �� 32'-6" �� 4� � 30'-5" 18'-1" �� DOOR TYPE DESIGNATION,SEE DOOR SCHEDULE I I I 1 I �86'-0" I I I I II I I I I I I I I O SCHEDULE,SHEETS A6 1T&AG.2 EE WINDOW . GENERAL NOTES THIRD FLOOR PLAN -OFFICE 2 (29,233 SF) 1/16" '� 1. NOTALLNOTESAPPLYTOTHISSHEET O 2013KENNETHRODRIGUESBPARTNERS,INC. BATT M�IAATqN MIFiFtE REOU�RED ocr�aoR-1 �-wvEr oR scr+�,v WE SHEA7FlIC ALUCOBOIO TO 0/f�RAIAMK'PQt Clp(11'P.) SIRUCf. wx�aHC w/ t UYER iYPE b' �Q� P�o/�u� CRIICE PERY-A-BARRIER ALUCOBOI�D Afil. PANEL JOINT @ METAL SOFFIT 3• � �I � � N ih- io <Y �4 � 0 � � ic ia � 0 � � 4 M � c� � r M � iG in � M � ri io 2'-0" 10'-8" 29'-10" 2'-8• 2,_�• 6' ' 6' ' 6' II � ��l1.!l�M.T.:«.. ��:« :e�., iii�ii��-. T:ii=... �::. D - �i�i ��■ I � . I . I � � : I � — � ?w �~w z�W ��N � o�z JLLO W J � � � �y� 4 LIGHT SAND FINISH,7/8"CEMENT PLASTER ASSEMBLY O/PAPER-BACKED LATH O/1 LAYER TYPE"D"PAPER O/1 LAYER GRACE PERM-A-BARRIER LAP BUILDING PAPER MIN.OF 2"(TOP AND BOTTOM) 2"ALUMINUM REVEAL BY FRY REGLET- PAINT TO MATCH CEM.PLASTER BLOCKING AS REQUIRED METAL PLASTER MOLDING. PAINT TO MATCH PLASTER 1/2"EXTERIOR SHEATHING PLASTER REVEAL DETAIL I 3° I 3 32'-6" 32'-6" 32'-6" 4'-2"4'-2"4'- 4'-2"4'-2'4'-2"4'-2"4'-2" '-2"4'-2"4'-2"4' 16'-4" _ I 32'_6" 8'-0" 16'-6" 8'-0" '�m I W� I ZO � iFUTURE) OFFICE 11 �-t�18 32 13 400 25 -- -----r----------r--�------�--- , --C�? I —_— — —a— -- -- — I �,.e.. _ ' 30 W01IEM5 MEN'8 `L.S��IJ '`� I �I' I i ir x < ��N 27 � SHEET KEYNOTES —OFFICE �a� � ONfi CONCRE ELCURB(W�H RE CCU S)NSTRUCTED MAIN STREET �� 2 ALUMINUM STOREFRONT WINDOW SYSTEM WITH � CENTER SET CLEAR GLAZING C U P E RT I N O � STOREFRONT ENTRY DOOR WITH CLEAR 1 GLAZING � 4� LINE OF GLASS CANOPY-SEE A6.4 STEVENS CREEK @ FINCH � CURTAINWA�L SYSTEM WITH FRONT-GLAZED CUPERTINO, CA CLEAR GLAZING AND SPANDREL PANELS � HOLLOW METAL DOOR,PAINT FINISH.SEE DOOR T-�-�• SCHEDULE QCONCRETE SLAB ON GRADE,SEE STRUCTURAL ASA DRAWINGS ��r oc�noR-� �s�aon+�,� SF*JITF#iG CEY.PlAS1ER Y ��vot o/wa�-a�ac�u un+ �uYOt crr,�'ti' PArER 0�1 tAlER GR10E'E1lM 1'ANODIZED/LLUMINUM REVEAL BY FRY REGLET, PAINT TO MATCH CEMENT PLASTER JOINT @ PLASTER SOFFIT 3° 32'-6" 8D METAL COLUMN COVER S U B M I TTAL N OFFICE 2 g� CEMENT PLASTER SYSTEM OVER EXTERIOR SHEATHING AND METAL STUD FRAMING 10 CURTAIN WALL SYSTEM ENTRY DOOR 11 LINE OF PROPOSED EXIT CORRIDOR MAIN STREET CUPERTINO AGGREGATOR,LLC 12 LINE OF SOFFIT ABOVE 203 REDWOOD SHORES PKWY,STE 200 13 RESTROOM AND SERVICE CORE REDWOOD CITY, CA 94065 14 ELECTRICAL ROOM,SEE ELECTRICAL DRAWINGS 2 ORIENTATION-SEE SITE FOR EQUIPMENT LAYOUT 32,_s• 3��_5• �8�_�• 4'-2" 1'-3" 1'-3" 14'-8" 7'-11" 6' 6' 6'-1" ' 6' 8'-0" _ I — � � s.�� ----ss ,s �--------t- -- -�--� -�-------- �� —I 30 � � � � ST� I � 15 � \ / � � � � I i / � i I '"E I T_-�_J___—__ —J I L �q� J I �I�� lit�■� �� ♦ � C� �'� -- ---- -- � I I 6' 6' 6' '-3 8'-3' 16'-0" 8'-3" 6' 6' 6' 3'3' 6' 6' 6' 8'-0" 16'-6" 8'-0" 8'-0" 4' 8'-0' 4' 7'-0" 4' 8'-0" 4' 8'-0" 4' 4' 8'-0" 4' 8'-0" 29'-10' 32'-6" �� 32'-6" 32,�. 3' ' 32,�. 1'-6' 32'-6" 1-0' 32'�' -6 '-6 30�_5» 18�_�. 86'-0" 12 FOURTH FLOOR PLAN —OFFICE 2 (31,509 SI . 4 io M co in ? � "v 4 eo 'v 'v 4 eo 'v T c0 15 WALL MOUNTED 2A:10BC FIRE EXTINGUISHER � �6 PRECAST CONCRETE CAP 17 GAS METERS,SEE PLUMBING DWGS. 18 STAIRANDDUCTSHAFTS KENNEiH RODRIGl1E5 8 P�RTNERS INC. 19 RAINWATER LEADER,EXTEND TO 5'BEYOND BLOG. SLAB EDGE,SEE CIVIL AND PLUMBING�WGS. '•' "°•'" """"'"," "°.°, 5"". z°° 20 OVERFLOW DRAIN TO DAYLIGHT AT BOTTOM OF COIUMN M,�„�.i„ v i.. . c� n s a.e e s.o�o 0 (PROVIDE CONCRETE SPLASH BLOCK AT LANDSCAPE AREAS 21 FIRE SPRINKLER MAIN RISER KNOX BOX SYSTEM(KEYBOX).LOCATE PER FIRE CONSULTANT 22 PREVENTION BUREAU REQUIREMENTS — 23 STRUCTURAL COLUMN,SEE STRUCT.DWGS. �'�r�,�,.ARCy�� Q �P.�w�W Fn TRELLIS ABOVE �:u� �N':a 24 C12,818- — 25 PASSENGER ELEVATOR CORE,"MACHINE-ROOM- N�.�6•30•15 "�� LESS",3500 LBS.CAPACITY EACH. 9'•., ��ti 26 EXTERIOR DECK WITH SCORED,COLORED CONC. �OF�CA�1�� `O TOPP'G SLAB-SLOPE TO DECK DRAINS-SEE A2.5 N 27 PRECAST CONCRETE WINDOW SILL 28 30"X 48"AREA OF REFUGE PER CBC SECTION K�'� N 1007.6 29 TACTILE SIGN COMPLYING WITH CBC SECTION 11176.5.1 STATING:"EXIT" 30 TACTILE SIGN COMPLYING WITH CBC SECTION �q 11178.5.1 STATING:"EXIT ROUTE" �° 3� 6'x10'RECESSED ALUM.ENTRY GRID W/DRAIN,BY °' CONSTRUCTION SPECIALTIES,INC. 32 STANDPIPE I `�'?,'�; 33 TRASH ENCIOSURE-SEE DETAIL 2/A1.1 � � i� 34 TRANSFORMER LOCATION Q REVISION � � ; � LEGEND � EXTERIOR WALL uj EXTERIOR FINISH SYSTEM OVER 1/2'EXT. � GRADE SHEATHING OVER METAL STUD FRAMING(SEE STRUCT.DWGS FOR FRAMING SIZE AND SEE ELEVATIONS FaR FINISH) `4 INTERIOR WALL(NON-RATED) � 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" � METAL STUD FRAMING, EXTEND TO � UNDERSIDE OF STRUCTURE � INTERIOR WALL(1HR RATED) 1 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO PRQIECT NO. 22.rjrj9 DATE 12.13.13 UNDERSIDE OF STRUCTURE.UL DESIGN#419 oanwrr ev scn�e AS SHOWN AND ANSI/UL#263 ` � INTERIOR WALL(2 HR RATED) CNECKEDBV � 2 LAYER"TYPE X"GYP.BD.EACH SIDE OVER 6" METAL STUD FRAMING, EXTEND TO FOU RTH LEVEL UNDERSIDE OF STRUCTURE.UL DESIGN#419 4 ANDANSI/UL#263 FLOOR PLAN °O RWL RAIN WATER LEADER OD OVERFLOW DRAIN OFFICE Z * TACTILE EXIT SIGN ODOOR TYPE DESIGNATIaN,SEE DOOR SCHEDULE OSCHEDULE,SHEETS A6ATI�ON�,2EE WINDOW 9A3■� GENERAL NOTES �/�g" '� 1. NOT ALL NOTES APPLY TO THIS SHEET O 2013 KENNETH RODRIGUES 8 PARTNERS,NJC. I , I ROOF KEY NOTES-OFFICE � I � ME A�IFRAM NIGSIOEE STRUCTURA ORAW NGS M A I N S T R E E T I I � SH A H NG ROOFING SYSTEM OVER EXTERIOR C U P E RT I N O aSTANDING SEAM METAL ROOFING OVER EXTERIOR SHEATHING O/ METAL FRAMING,SEE STRUCTURAL DRAWINGS aGLASSCANOPYONSTEELFRAME-SEEA6.48A6.5 STEVENS CREEK @ FINCH � METAL TRELUS WITH PAINTED FINISH C U P E RTI N O� CA � METAL GUTTER AND DOWNSPOUT ASA N ❑ � OVERFIOW DRAIN TO DAYLIGHT AT BOTTOM OF WALL OFFICE 2 a ROOF DRAIN AND PIPING S U B M I TTAL � MECHANICAL UNIT TO BE CENTERED BETWEEN ROOF MEMBERS BELOW ORIENTATION 10 ELEVATOROVER-RUN MAIN STREET CUPERTINO ON SITE AGGREGATOR,LLC �� STAIR TO ROOF 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 j2 SPLASH BLOCK �3 BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT 11 0 v � 2 \ � � L \'r�� 1 � I �tfb�-0" BUILDING SECTION -OFFICE 2 2 14 18 X24 LOUVEREDMANSARDATTICVENT-SEE4/A2.4 1/16" 15 24'X 36"METAL MANSARD ACCESS PANEL-SEE 5/A2.4 � � 10 11 12 �6 RAINWATER LEADER � � K E N N E T N R 0 D R I G ll E S 8 P�R T N E R S I N C. � �7 PRECAST CONCRETE TRIM-TOP SLOPED TO DRAIN .s N a,i n w n i a m,� n o.a, s u��. z o 0 M o u n t s 1 n V I�r . G A 6 5 0.9 9 5.0 T 0 0 LE G E N D CONSULTANT — — �SED ARc,�,i G�'P R�� '•�tn 0o HVAC ROOF TOP UNIT ON CURBS& �:� �N�,�'a — — °oo° ISOLATORS,SEE MECH.DRAWINGS �,: C12,818- :� �6-30•15�.: N�:, :Q y•., � RD ROOF DRAIN �OF CA��F� RWL RAIN WATER LEADER TO EXTEND 5' BEYOND BLDG.SLAB EDGE,CONNECT TO KevMnP N - - STORM SEWER. SEE CIVIL DRAWINGS OD OVERFLOW DRAIN +�'-�" DENOTES ELEVATION PO1NT i o, I T.O.W. TOP OF WALL ELEVATION - II T.O.R. TOP OF RIDGE ELEVATION j T.O.D. TOP OF ROOF DECK ELEVATION,SEE � � STRUCTRUAL DWGS.FOR ALL DECK H EIGHTS REwsiorv DENOTES ROOF SLOPE DIRECTION � DENOTES EXTENT OF BUILT UP ROOF CRICKET-MIN.SLOPE 3/8"PER FOOT AP� DENOTES MANSARD ACCESS PANEL SEE 5/A2.4 � DENOTES 18"X 24"MANSARD LOUVERED VENT-SEE 4/A2.4 PROJECT NO. Ll,�jrj9 DATE 12.13.13 - - MANSARD VENTING CALC p�,�gY scn�e AS SHOWN REQUIRED AREA; CHECKED BY NET AREA SHALL NOT BE LESS THAN 1/300 OF AREA VENTED PER CBC 1203.2 - - ROOF AREA:13,349 SF/300=45 SF VENTED SPACE RE�UIRED ROO F P LA N SOq MUST BE HIGH:45 X 0.5=22.5 SF HIGH(PER CBC 1203.2) O F F I C E 2 - - SOY MUST BE LOW:45 X 0.5=22.5 SF LOW(PER CBC 1203.2) PROVIDED AREA: LOW AREA:(SOFFIT VENTS,SEE SHEET A3.0-A3.3) 121 SF X 0.5(50%AIRFLOW THROUGH SYSTEM):60.5 SF g A4■O ' I HIGH AREA'18'X 24'=3 SF PER VENT X 14 VENTS=42 SF ROOF P LAN -O F F I C E 2 ��6� � CO 2013 KENNE7H RODRIGUES 8 PARTNERS INC. �� aa�_n^ THIRD FLOOR-OFFICE 2 (30,371 SF) � ��32• � 3 2a6�-�� 10' , 32'-6" , 97'-6" , 32'-6" , 65'-0" , 48'-6" � �....... _ `� � �j� ...�.<i�.......iri•.i i i iiii ii� i ii ii i iii j/ � j �� / j i� � % %'° '/// �`% M /// / // ; // / '�/ %//� � /��/j/��/�„��/�j��/ .� , �/�/iii///iii�j��j.. j�/./%,///.. ..,j�% -�v' ia j j ��jii j/j//j%////�� N ;jj�'.�.��i jj �/�-//j/ � ('7 j /;�'::�.��i:/ j�,::.�..,./j ;j j�.%��/.j/j �/��":'�/��/j ./ //:i!�% i j j�/��%%/// �/%/%/.i%% � 'j ��/��/,��/,��/ (V � � � ///,...///% / % / , / : / .,,/ ,, /,.., .i .. ...%� %% %/%%/��/%%�j � ,�%/ �/ � i///////i 10' 32'-6" 32'-6" 65'-0" I 32'-6" � 97'-6" 2as�-o° ,o�-o� . 32'-6" , 97'-6" . 32'-6" , 65'-0" , 48'-6' � � . � • - .�. . , � , .1 � ' :'• .� . . . � �• �. ,,,,,,,,,., , ;., .,_ ,.. .... ��i�; ; ;, �,,,-- ,� �/ ,,/ ../ �„ j/,/., ..j.. , . . ;.; � � � //,�� % �, .� � / � ,.,.., �, a,/ ///i///�. �/„ % :.,...,... ., , :. ��,. �� , , � //;'i �% % / " . ' j / / / . /. /////// / , � , , / � � � ��/�, / % �,� ,,�/ / � ,/� ;/// ��%//�;%��/ � �% // / . - ;/ ;i%/,,�� i�;,��'/ :// ,/%/i// / ;/ :;;�% //� :;i;;%i//�,j �i�%�� ;% ii�i%i/ ;,!:��!�j;', ' � ' ,' / � �i°,�/ /i�/%%i%!%,/�%/, ,/��i. // .... ,::: / , ,. �.. ,/,. . :. ��;i�, /// ,. , � _ -::::.::::::::,;-:::::::,:;;;� %%//////�///////,!%/%i%/,/////�//.///��// � % `:� i i/� j��,/, ,�� ,� / i/ - : . :... % �� ,% �i��!//j �/�� / - ::::;:� � �� / . : _ ::::: . � // � / ,�//, . .//, // � , ,/ � / • .. ....: �i% �/////,%�,///%%/,�//./%%�% . � //,, .. � %��%i � 7 �� 1 : 1 ' ••' • •1 � 286'-0" 10' 32'-6" 97'-6" 32'-6" , 65'-0" , 48'_6, � � o �O �"� - 'v N % cD iD i N N G M (") 4 i i O � � N O � � � � 0 V 0 � ��N � � 4� 0'=6" � 3�1 65'-0" 32'-6" 1 16'-0" FOURTH FLOOR-OFFICE 2 (30,371 SF) � ��32� � 4 97'-6" MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 B / K E N N E T H ft O D R 1 G U E S 8 P A R T N E R 5 I N G. .�s N o.�n w n�s m.� n o.e, s��i. z o 0 M o u n 1�I n V 1�r . C A B 5 0.9 B 5.0 l 0 0 CONSULTANT �`'��A Rc'�'i '�.V�Gr,:'P R��.''••�t�`C� � ��'� ��"'C12,818 T�° �:�6•30•15 p � N.'• '�'•.'Q �•. 9�'••. ..•'� �F CA�ZF KEVMAP N 4 ^..,.�.,,,r� ...... O � `�j �j�� r N ,i ikfi��/�� ' f �l�lL .� visioN Ii-+*�:, -sr�r,��:. (D � (V z _ M _ `�I 4Yt V l�_��'..�/'-/ . I O U"I � � �� PROJECT NO. �,rjrj9 DATE 12.13.13 •-� DRAWN BY SCALE AS SHOWN c�,►s�a�na;;�. � CHECKEDBV N . � . . _ _ _ FLOOR AREA � CALCULATIONS 16'-0" .�.��...� .. SECOND FLOOR-OFFICE 2 (33,896 SF) � 1/32• � 2 9A5.0 O O O O O O O O O R1 T1 P1 T g� R2 � n , �� 3 , zo_ 5 4_ ,� n .6 5 � z; � n n � � T � T 1 1 1 1 o G� ��... � . .. .. , , o _ � �� N � 1 O� , i� t_J � �� ; . ;. � - - i� _. ._.._ . .. O O .. .. ��. i . N 1�. 'y�` ,, a j CK A� ;� ,:�., � , ,. ,,, _ . cp ��` �� _ �z.�.�:� _ t �"-r ' �Y„"'�,,y�"��s.�-`, "..;i_ .-"s.r� ��":`�.�" ,�?:_;�g q �; '�``.'°' ;�"., s w.� N � �,, {``�� °�}: �, �� - _.�.�. .-��-. �: y ., _.. � � ;` � d a. ti �� _ �;��,�. ��_: �.��„ -. _ _ ,. . f er��;x�; �:":,� ^'�§"C>:.<„z.. :� r�� ' - - �� : O �.e. . ; •-� � F .._ �' .. ' � ._ I _� � I �..1�.�__ l , �� ua� L.'�..? � �� — -_ — —_ _— � -�_. ,j�1..�.- . ,�T.— ``�` , r— � �� ;� � , , r. �� .r- �a # �,.j.t Y�d�..S♦.tL �}y yY;,y."'"1 .�!�. ",Y.< � 1��+�. ..kk y.¢ . �y+ .,,,..�. * '�[:,a"��'�"��.�!'j. `+..�'{-4$. _�..i•) �".-�-y. � :` .AS'R '� �a':R� t�.'.�....., j?f.r '� ;,.i �.' •�M 1 � 3{�. � �t � � 1!^�i-v��`}�1�*!2� � �+=��}�i �� Y .�. ` � S, ;Res.14-122 -(Condition 12)...Furthermore the exterior finish of the Office 1&2 buildings shall be a smooth plaster(non-sprayed � finish)similar to the treatment of the Netflix buildings in Los Gatos `, to the satisfaction of the Director of Community Development. � � 0 O o�. : Ni O � �� -- _.. 'v 'v � � �� ° o � -., ��,�, N � �. �, g�, O `�'��`,;.,d �_� o �� I ___ ___ - --- - --_ ._ .---- SHEET KEYNOTES - OFFICE aTWO PIECE"MtSSION"CLAY TILE ROOFING OVER METAL FRAMING:SEE STRUCTURAL ORAWINGS DSTANOING SEAM METAL ROOFING OVER METAL FRAMING,SEE STRUCTURAL DRAWINGS aSMOOTH.STEEL TROWELLED CEMENT PLASTER �0 �� 2 ❑ HORIZONTAL T8G IPE BOARD SIDING OVER 4 EXTERIOR SHEATHING AND METAL FRAMING, SEE STRUCTURAI ORAWINGS � DARK BRONZE ANODIZEO ALUMINUM STOREFRONT SYSTEM W1TH CLEAR GLAZING � METAL FRAMED GLASS CANOPY.SEE SHEETS A6 4 8 A6.S � GFRC TRIM � CEMENT PLASTER EXPANSION JOINT +68�-0„ ❑ METAL GUTTER AND SCUPPER-RUN RWL IN 9 WALL TO CONNECT TO STORM DRAIN SYSTEM +60'-0" �� OVERFLOW DRAIN TO DAYUGHT AT BOTTOM OF WALL . _ �� DECORATNE LIGHT FIXTURE,SEE ELECTAICAL DRAWINGS �� KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE t2 PREVENTION BUREAU RE�UIREMENTS ' ; +41'-Q„ _._ __, � 13 6"X6"ACCESSIBILITY WINOOW DECAL �f� ; � 14 LINE OF ROOF DRAINS AND OVERFLOW DRAINS BEYOND r#': +2T�� . .c , ,. ..� :. _.:....,.w:...,.::• ._ �:� .�_ _.. -� '' DECORATIVE METAL GUARD RAIL �..... �........_ .. -_._. .� -.-.�-'.�._.. .-�.r ..�._. �.-._ __ � - _--- — :�=-=�--_ ' -- — ' ..- -- .:�"- �5 � - •� !. . �-- ,-•a-"� ., � .� .. v y�� - : ,. _.. 1 p .; � .: ,. . , � � -a r' `. SPANDREL GLASS SET IN DARK BRONZE , -�.,,; � , - , , ... _.,.. � 3 , , ; .� ^j+ � .� # �"'` ANODIZED ALUMINUM FRAMES . , , . , . 1 18 _. .�. <:,. ; a �... �A ,,.,, � f,.,,� �.,,_, �` _ -a, y. s"' , , ( +'f4'-" � Ye�4• 7 ;:' a � � � .:� �►�,� r> � �� '4 .,.: � .-,. a y.� ._. :.: ...--��--- `,a��. S�e� .'%�.,,::... »�,,..:cw-. .. y::?'y.�..'8..�i: �..:at*'.�tq e�.�s.,t .+�.`�2ln' .�";4•. ,._. .... ..:; �,'e, T I THPAINT FINI N �: , ;,j� �:�). ..a c:c-I �.;:a�l� j;"�` .. ,-�. � a^.� 1% STEEL RELL S 1M ED S ., ..,� �s:s: . ra�f ❑ ; � : "�" . i`- �.y .1.r. . ,;� ,:`' `�� '`•��f''"�" � . Y'o.., � :, �� _... DARK BRONZE ANOD ZED ALUMINUM ' �x A;.i�?` �.! .'�'r.�, .��i °°t,r ��:t .ac!""'.." :.�� 18 r� _ �, ,i,e r,.,z a � '' ,' .i ti{ � �i `- �� S�{ yr , . i CURTAINWALL FENESTRATION SYSTEM W(CLEAR x _ .. ..,,,�� pir r; , : .!�. ,��_ . .'� JF�'PS�. 'I �:�?� ,i:, �� ' ❑ GLAZING 8 SPANDREL GLASS ��.�f_ __ , .a. :: 4:� %,�., }- �,. '�:�-., _...1.i 1 ._.._.� �4 �TYi��•.- ' 18 U U 15 u i4 ST�IQO` 19 METAICOLUMNCOVER �J� 00 0 ,,'� �2i �� i.u��m�..�•_ � PRECAST CONCRETE SIL�-SLOPED TO ORAIN STOREFRONT DOOR WITH SPANOREL GLASS SET OFFICE 2 WEST ELEVATION ��6" '� 21 INDARKBRONZEANODIZEDALUM�NUMfRAMES � CEMENT PLASTER 2"REVEAL JOINT 23 TRANSFORMER-SCREENIMTHLANOSCAPE- SEE LANDSCAPE OYMGS FOR PLANT MATERIAL 24 TRASH ENCLOSURE-SEE DETAII 2/A3.0 25 STEEL FRAME W/SPACED IPE W'OOD BOAROS, STAINED TO MATCH IPE T8G BOARD SIDING aGAS METERS BEYOND,PAINTED TO MATCH BUtLDING COLOR. 0 0 0 00 � _ _ .��.., ,. . '. , .. . , . ►- i � . . a t � _�._ _ q+. � � '* ��,5 �' t�� :_. : �-�r _ — � �",�v��f�_ — � :.i'" �j>�;��r�,'_<; � ��' . �" f { ''�} ? ` '` � ` f�"�,.,� � - � � :i f�� , �� - � � f.��3a� :*� �h � 34N #: "'M f � ' , '� .'_1. �� ._�� # �, i �r t�- �� t'�4 I fi�� i� `�� ' ��I � � ' ; .��. . , � , .� ,. �� . -�� - .� _ � ,._ . _ _ �. _: 20 T �' 4 16'21'(q�OFFICE 1 ONLY +6$'�" +�,.�,� +�.�.� +45'-1" +41'-0" �, �' i +27.�., � � �� ?. .�� .�,.:r, m 4 4�4�_O�� ___I":��':. 0'-0" OFFICE 2 SOUTH ELEVATION � ��16" I 2 COLOR& MATERIALS LEGEND P� PAINT t DUNN-EDWARDS xDE5268"SUNDOWN" S� WOOD STAIN:OIYMPIC SEMI-TRANSPARENT "BRICK RED" R1 CLAY TILE ROOF U S.TILE TWO-PIECE MISSION TIIE.COIOR "EL CAMII�BLEN�' R2 STAN6ING SEAM METAL ROOF BERRIDGE 'CHAMPAGNE" T PRECAST:VENTURA CAST STONE"LIMESTONE". SMOOTH FINISH GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 R(�..N N l�11 H U L`F��i U-.S n +R h-�N_�:� N;; ��5 n a�1 n w n�.�m a^� N a 1 e . a u�1 e i o 0 b 0 V.l��n V IOw �i �,r� M y 4 ! � 1,p CONSUl7ANi �,„aa+.:Mnuv�, �''"'Sf�..�..'4.�'ti C,��P��''�t�` ��::� �N:� s •w C12,818 .�, � �t;� 'ft � 83015�.5 s N�. �,�CA�� Mwin�sn KEYMAP N ':�. �`l.� �--ny�t• .��\ o- ��; - , � ._ _�. "��s-.,,�. '' _ �; . � � .. .�r------�--�.-.--�--��,__ � _ ` ��_�,i i � _ �visroN rrzaecT No 22.559 �� 11.19.13 oRnwr+er sc;�E AS SHOWN CHECKE�BV COLOR ELEVATIONS OFFICE 2 9C1 .0 O2013 KENNETM RODRiGUES 6 PMTNENS.��NC 12 ,� ��` U CU CU CU CU •��"�.,w�.,, �- o' 0 o _ fV � i� 0� 0� (V i t�� -.�,- �__ -� '�' `D ��'�;j �. � �� qI Q 4.�'F';, ' N I - �'��i.��°�� 0 0 Res.14-122 -(Condition 12)...Furthermore the exterior finish of the Office !1&2 buildings shall be a smooth plaster(non-sprayed finish)similar to the ' !treatment of the Netflix buildings in Los Gatos to the satisfaction of the ',Director of Community Development. ' O O 15 i � �/ O ' SHEET KEYNOTES - OFFICE � TVVO PIECE"MISSION'CIAY TILE ROOFING OVER META�FRAMING;SEE STRUCTURAL ORAWINGS aSTANDING SEAM METAL ROOFING OVER METAL FRAMING.SEE STRUCTURAL DRAIMNGS � SMOOTH,STEEL TROWELLED CEMENT PLASTER UU \/ �/ a EX�T RIOOR SHEATH NG AOND ME A'N F�NG SEE STRUCTURAL DRAWINGS DARK BRONZE ANOOIZED ALUMINUM J 5 STOREFRONT SYSTEM WITH CLEAR GLAZING I 6 I METAL FRAMED GLASS CANOPY.SEE SNEETS A6 4&A6.5 i - i aGFRC TRIM � CEMENT PLASTER EXPANSION JOINT +68'-0" ❑ METAL GUTTER AND SCUPPER-RUN RWL IN +60�_�., 9 WALL TO CONNECT TO STORM DRAIN SYSTEM - �Q OVERFLOW DRAIN TO DAYLIGHT AT 80TTOM Of WALL ,y� , DECORATIVE LIGNT FIXTURE.SEE EIECTRICAI - - n 11 DRAVMNGs '� 12 KNOX BOX SYSTEM(KEY BOX)LOCATE PER FIRE > � +41,0„ PREVENTION BUREAU REQUIREMENTS �3 8"X6"ACCESSIBILITY WINDOW OECAL LINE OF ROOF DRAINS ANO OVERFIOW DRAINS :, � 19 14 BEYOND �.� . � :r ��„ +�%�,� _ " � �° � DECORATNE METAL GUARO RAIL q�.� ��r �, 15 � SPANDREL GLASS SET IN DARK BRONZE � " � 8 �F'�,� �g ANODIZED ALUMINUM FRAMES �, +14'-0' � ""' �� STEEL TRELUS WITH PAINTED fiNISH .z �: ��ss f• � :. - y . � �'�� 18 DARK BRONZE ANODIZED ALUMINUM `"" 2� CURTAINWALL FENESTRATION SYSTEM W/CLEAR °.. " ,:' `- GLAZING 6 SPANOREL GLASS .. , , : . - ` �j METAL COLUMN COVER � �,,,,; � 20 PRECAST CONCRETE SILL-SIOPED TO DRAIN � (c�OFFICE 2 2t STOREFRONT DOOR VNTH SPANDREL GIASS SET ONLY IN DARK BRONZE ANODIZED ALUMINUM fRAMES 2� CEMENT PLASTER 2"REVEAL JOINT TRANSFORMER-SCREENIMTHLANOSCAPE- OFFICE 2 EAST ELEVATION ��6" 1 23 SEELANOSCAPE�WGSFORPLANTMATERIAL 1 24 TRASH ENCLOSURE-SEE DETAIL 2/A3.0 25 STEEL FRAME W/SPACED IPE W'OOD BOARDS. STAINED TO MATCH IPE T8G BOARD SIDING 26 GAS METERS BEYOND,PAINTED TO MATCM BUILDING COIOR. 0 0 00 - 1 " \., � ; _.,. ,.....,. .V..,......,. � ; ................r , ! _ � p1 .. ,.. . . . - . ..�. . ,. � .-.. .... .. ..__....__ _. . � / . . f� lV � � ti �,. � _ - .... ,. _ 0 o n -- . �� . - _ N t� j ,,f. a6�� yg'� .._� it.�f ,y� � �t .... �-� -R `� " �. �,� � , �.�`°�� ° �-��,�'��z.�_ � O n,.� '� �.t*� � � 1'Y t N 1� �.� � �:� �� i,�� t�.,'��'��s��a#� i..- n . �• - c 3.�bt� ,r,^ �� :� �� .j w, .,a�E�..� {t�`;� ,§ .,.. �'_ '_ _ . •.�rt r'e , �� , .: � ;� . �� . s- . � . _ . . � � , & ::. A � .4 __ . �.� i� ,� .: o � � � ' {�. � _.__.. G _. �-�v �� t � i , . _ � ._. _ �-- .. __ �OFFICE 2 ONLY +68��„ +60'-0" t�jQ'-6" +4��„ � +27'-6" F��r4 �-�i�-�� .1��ry ��: ��" �� OFFICE 2 NORTH ELEVATION � »>s� I 2 COLOR 8� MATERIALS LEGEND P� PAINT 1 DUNN-EDWARDS�DE5288'SUNOOWN" S� 1MOOD STAIN:OLYMP�C SEMI-TRANSPARENT "BRICK RED" R� CLAY TILE ROOF:U.S.TILE TWO-PIECE MtSS�ON TILE,COIOR:'EL CAMINO BLEND' R2 STANDING SEAM METAL ROOf BERRIDGE "CHAMPAGNE" T PRECAST:VENTURA CAST STONE"UMESTONE": SMOOTH FINISH GENERAL NOTES 1. NOT ALL NOTES APPLY TO THIS SHEET MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � %kMNtiH �:CUF• iUFS � �-�H'H'�u., N;; ��S M o r�n W�:�w�o r N o�0 . J u,t• 2 0 0 N��.nin V ier .,k .. .C, ?�. . � +p .r CONSUI l P,Y I �,x�e�r.w.uw sE°'4.?�ti, c,`�'a�'�'''•�c� ��ct' �`'•� ��•"'C72818��i� ��B3015�;e� '��' •�F�~ �,°F c�. .�'`'� "�.��"' KFYMAP N _,` � /, � � 1 '� <..:,�� .-.i.. _��'. � "� �l�s-,� ��'_._, _.._._..,Ct ' , - � --�_:-, r---_,.-.�_._� i ! �� , �.. ' - ':J . _�-- i l �i--�-- REVISI()N PROJECT NO 22.559 DATE 11.19.13 ortawrv er scuE AS SHOWN CHECKED BY COLOR ELEVATIONS OFFICE 2 9C1 . 1 O2U73 KLNNL(�/NOLK2IGUE$i PARTI�ERS iNC � �� ,r�G-�- . , . . 1 t �l��r�'��r��.�� "� - - � ,,, � . c.. _ . _ �� r ' ``+�t .. � � `, _ _ . - , .��i. � . . . s�' �� syr- 4 :: . _ ,: .; ... y '.. . ' . � `�� `�` i� J* � ��'~ - F , .. �� - . .. "i1.�. rS - ' . , � � ' . .. . . .t.' ' �� . . . _ . ..y� � ��- . , " . µ ��p ` � , '�_�3dr��.� "� . • �°.�.. . , '�; .,� .. 1 7- .. .' �� ` .. ` ' l ,c ` -'.S 2"^ K:�c'� m' ., f "� � t"�1- .. ,� ,�r �.-� ^,-s� , •,t ` --� �.� �, t:•: � .. . . � ^ • �'�f ^i4�; -1�.K . . . , ._ �, � ,� �», � s� � �� ;,✓�, � ._ _ �..,�. :�. . _ .. , .. _ . . '� . _ _ -. �,�:�' - f r. � . . .--� - � � fi� _ - �t�� . . . .. .... .... _... .. .... < < - � .... .. . , - . :....:.... .... .. ..... ek, . . ' '. ' �{ 3 _, .; z S+` �ct � .� $�^.�'��43`{�%.S&'�< ��.i��'. d 'R4, � G �*�}} ��k s �. T�.� �s k� t� �' �, ,' � �3#� '� '' �a 3� "' :, � � �, ,: �� ir��Az��.a�� : ::� .� ��.:.�..: �' �� \u. �.".. .. . . .._. . ..... _ . ... . _ .._.._..... ��3 ��,; � ` �� :.. Res.14-122 -(Condition 12)Prior to issuance of building permits,the applicant shall revise material#18(Ceramic Tile-Alta Vista Daltile or Equivalent)on ,..� = ��p �� x� the Material Board(Sheet MB-1),and as it occurs throughout the project plans,with a higher quality stone or equivalent to the satisfaction of the �� ,:�� 4�� =Director of Community Development. °�a�r�� "`'��="� �� The following is a summary of material selections made by the applicant: -� �, �> , ��#1.Shop 1=Quartz,China Gold. 2.Shop 3&4(columns&clock tower)=Ponderosa Variegated 3.Shop 3&4(base behind stone columns)=Quartz,China Gold. 4.Pad 1=Quartz,China Gold 5.Pad 2=Quartz,China Gold 6.Pad 3=Ponderosa Variegated ��? Shops 7(center module)=Haussman:St.Marc Dore(Honed) -- x Shops 8=No stone of this building ,�- �� Clock Tower=Ponderosa Variegated } £� � �� iu.Parking Garage&Lobby=St.Marc Dore(honed) �� 2. ��1 L Shops S=Quartz,China Gold �. �� : � k' y ,x � . _ . �_ e �h �� '� „�. '� "� . a�.. �r ,��- ° F �q_. �° �r �� ,.. �`: ��'� . �� #" °x x y.,�._�� .�� g � � P�� _ `.'�`�:a, s�,.z��a, 4�. �m "' � �� _. �� g �x » -,� k:° .�.� , �;-- .� �,�y. � z.�� W .a..��.��.r...� oa�ae�w�srs�ca�ais. wotr��twc�woo�noMta� � �quwwoa:eacrr�oewraaar� �� t "�'°�"�"�n� ��,.�.x��..�a ��.:�. ��.;�.'�.1�..�. '��..>....�.., ]� �� O�AMItfJ�.l�MlE�OlM C�'��I�ML/�:Oadti r1 �srk+wu�warrKUOa�o�aair �� ou�r�aR:oa�esa��. aiar nE sots-rro w�t Mra�r ots � ��a�e�aunw�a�ar�ae�r:a � �� a�ooM�a�rx.ouMO�ra.aac� �tss+�e�woat�x�+�aw�ww �s+a�wa�a� �r+�oaa��s ��ca�±oo�� M�i 1 M �Q i 4 . < ' .�.rr . r.. ., <� ss�� _ _..__.._.� LAYOUT LEGEND � Lawn � X Detail Number No Mow Fescue L-X Sheet Number � Ground Cover - - - - Property Line - - - Setback Line � Pedestrian/Vehicular Concrete Paving Type 1 �� PUE Line � Pedestrian - - - - Limit of Work Line Concrete Paving Type 2 - - - � Match Line � Pedestrian _ Concrete Paving Type 3 Center Line �i Pedestrian __'yL ]1L Align Concrete Paving Type 4 --0---�- Perimeter Fence Line � Pedestrian Accent Paving Type 1 � ' Pedestrian E.J. Expansion Joint ;--�,1;- , �--�; ' `- Accent Paving Type 2 S.A.D. See Architect's Drawings � Vehicular Concrete Paving S.C.D. See Civil Engineer's Drawings � Vehicular Accent Paving S.E.D. See Electrical Engineer's Drawin9s � Vehicular S.C.F.S. See Color and Finish Schedule Stamped Asphalt Type 1 � S.F.C.F.S. See Fountain Color ond Finish Schedule Vehiculor Stamped Asphalt Type 2 � Wood Deck Paving �-� Street Light. S.E.D. and S.C.D. � Decomposite Granite Pedestrian Scale Pole Light. S.E.D. Paving � b See Color and Finish Schedule I Gravel Paving � Suspended Catenary Light. S.E.D. ______� See Color and Finish Schedule � Stormwater Treatment, S.C.D. ;�i � Uplight. S.E.D. No Mow Fescue cover. See Color and Finish Schedule �r:�, Fire H drant S.C.D. � y � � Utility Boxes S.C.D. .............. Below grade utilities as noted. S.C.D. �\T�� Trash Receptacle. See Color and Finish Schedule �� Planter Pots. See Color and Finish Schedule � Bench. See Color and Finish Schedule �� i � 0 � i � Tree Grote See Color and Finish Schedule Tables and Chairs. See Color and Finish Schedule Communal Table See Color and Finish Schedule Electrical Outlet S.E.D. Wall Light S.E.O. See Color and Finish Schedule String Light / Suspended Light. S.E.D. See Color and Finish Schedule • Tape 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. Any damage caused by the Contractor or the Contractor's representatives during their activities sholl be repaired at no cost to the Owner. 3. All written dimensions supersede all scoled distances ond dimensions. Dimensions shown are from the face of building woll, face of curb, edge of waik, 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 Pians, 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: Kevin Jones KRP Architects 445 N. Whisman Road, Suite 200 Mountain View, CA 94043 tel. 650-965-0700 6. All site civil information is based on drawings prepared by. Steve Yazalina Sandis Engineers 936 E. Duane Ave Sunnyvale, CA 94085 tel. 408-636-0900 7. All garage information is based on drawings prepared by. Raju Nandwona IPD 1201 Marino �Ilage Parkwoy, Suite 100 Alameda, CA 94501 tel. 510-473-0300 x 103 8. For Site Electrical information see drawings prepared by. Tomislav Ga�ic ACIES Engineering 111 West Evelyn Avenue Sunnyvale, CA 94086 tel. 408-522-5255 9. For Structural information see drawings prepared by. Dan Lewin Hohbach-Lewin, Inc. 717 Market Street #200 San Francisco, CA 94103 tel. 650-617-5930 x 223 10. The Contractor is to verify location of a►I 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. Any utilities shown on Landscape Drawings are for reference and coordination purposes only. 11. 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 Architect. 12. Protect oll existing construction from domage. 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. 13. 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, Londscape Construction Details, in Specifications, or as field adjusted under the direction of the Landscape Architect. SHEET INDEX L-1.1 Layout Notes ond Legends L-1.2 Layout Notes and Legends L-1.3 Fine Grading Notes and Legends L-1.4 Planting Notes and Legends L-1.5 Planting Notes and Legends L-1.6 Planting Details L-2.1 Overall Landscape Plan L-2.2-2.12 Layout Plan L-3.1 Overall Fine Grading Plan L-3.2-3.12 Fine Grading Plan L-4.1 Overall Planting Plan L-4.2-4.12 Planting Plan L-5.1 L-5.2-5.12 L-5.13 L-5.14 L-5.15 L-5.16 L-5.17 L-6.1-6.10 L-7.1 L-7.2 Overall Irrigation Plan Irrigation Plon Irrigation Notes and Legends Irrigation Details Irrigation Details Irrigation Details Irrigation Schedules and Calculations Construction Details MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M 0.O D R 1 G U E S 8 V A R T N E R 3 1 N C. Fountain Notes and Legends I.., „,,,� W�„m.� p,., 5u1,, ,oa Plaza Fountain Notes and Construction Detoils L-8.1 Tree Protection Plon L-8.2 Tree Protection Notes � ,,, � ,�,�...--�-...,..�.., '_� ��r F�♦.��.�.��.'��i��f7E�7� {;,rpcii�.:c.^r f4±�+..� . ,-. v�� I kt' p . _ i'l1'1!�' ,�f:r_i ' � � 4 1POr:i�' r i.�.6�: . ��a �i�.��.�.s�rrr� I �1.Sp' i � / �,.�f% f �/'e "; <�~,�e �y�+yh.!� ✓�s�. c) ��?�. ` j;,r, .•- .�.,._��...... i '...�*o i ( kc�•......r., � �J l t,�',tti.r.r� .r..►....�..,. I E-rsa��$��;;ae• � r '' k '' �. �..� �r..:.A^ ,..�..+�a �►�r.i......r r■i:.�' M o u n 1 a I n V I�w . C� 6 5 0.9 6 5.0 7 0 0 THE GUZZARDO PARTNERSHIP irvc. Landscape Architects• Land Plannen 187 Grcenwich StreM San F�ancixo,CA 94111 T 415 433 4672 F 415 433 5003 KEYMAP rJ �� „ ��`\�;; � :�� .:;� _ .... : �. � � , �_ _. -��EI . � �.�,-�.,.,. ,.. � �-a �-•,�.�... ' � � �:: .._..: ------ ,..____._�_.._--�-- -___ � r�wsia+ 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/?� PLAN CHECK 1 RESPONSE 10.15.13 �� PLANNING ASA REVISIONS 01.24.14/3� P�`N CHECK 2 RESPONSE `�^^ 8�ASA REVISIONS 03.10.14� P�N CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION' PRQIECTNO. LZ.SS9 DATE ��.��J.20�2 aenwrrer AIB scue AS SHOWN CHECI�D BY GL LAYOUT NOTES AND LEGENDS PNDSCApE a mon 2,�y� O�y N? �yi � �a 1�� ^ L-1 . 1 � � ;. ✓'�, 03�te �? 9lF OF CA��E�� O2011 KENNETH RODRIGUES 6 PARTNERS,INC. COLOR AND FINISH SCHEDULE PEDESTRIAN CONCRETE PAVING Type 1 Natural grey concrete with light broom finish. Sweep perpendicular to path of � t�a�ei. Type 2 Notural grey concrete with light broom finish, w/ silica corbide added. O Sweep perpendicular to path of travel. Type 3 Integral color concrete with fine solt finish. Color: Pebble #641 w/ blue glass 0 aggregote top seeded (where noted on layout plons). Type 4 Integral Color Concrete with light broom finish. Color: Graphite #8084; 0 *All colors to be: DAVIS. CONCRETE BANDS AT PAVING AND PLANTING Color and finish to match Pedestrian Concrete Poving Type 1. PEDESTRIAN ACCENT PAVING (PERMEABLE AT TOWN SQUARE ONLY) All by Calstone, contact: Mike Marhenke, tel. 408-598-0518 Paving units are to be dual mix design using Duraface/Face-Mix technology. Integral through colors are not acceptable. Type 1 4x8 Permeable Paver / 4x8 Mission Paver; Color: #92-409'a #60-30�, � #80-20�; #83-10� Finish: Standard; Pattern: Running Bond; 4 pavers in line to create linear paver effect. Permeable Pavers in Town Square Only. See Layout Plans. See detail for color pattern. Type 2 4x8 Permeable Paver / 4x8 Mission Paver; Color: #83-100�; � Finish: Standard; Pattern: Basket Weave. Permeoble Pavers in Town Square Only. See Layout Plans. VEHICULAR CONCRETE PAVING Type 1 Natural grey concrete with light broom finish. Sweep perpendicular � to path of travel. Score as shown on plans. VEHICULAR ACCENT PAVING - PRECAST CONCRETE PAVERS All by Calstone, contact: Mike Marhenke, tel. 408-598-0518 Type 1 80mm 4x8 Mission Series Pavers; Paving units ore to be dual mix design O using Duraface/Face-Mix technology. Integral through colors are not acceptable. Color: Brown/Beige/Charcoal; Finish: Stondard; Pattern: Herringbone. VEHICULAR STAMPED ASPHALT- STREETBOND OR SIMILAR Type 1 3� wide band, score � 4'O.C., color: Gronite 0 Type 2 field, color: Khaki, pattern: Offset Brick #10-103 0 * AII concrete and pavers to be sealed w/ GST Stainblocker Elite Sealer or similar. WOOD OECK PAVING O by XXX Clear All Heart 2x6 IPE Decking w/ smooth finish; leave to weather. DECOMPOSITE GRANITE PAVING � by Lyngso Garden Materials, tel. 650-364-1730 Ton Decomposite Granite, k" minus granite quarry fines; w/ clear binding Stabilizer. GRAVEL PAVING by Lyngso Garden Materials, tel. 650-364-1730 �� 1x2 inch Buff La Paz Pebble; Boulders � by Lyngso Garde� Materials, tel. 650-364-1730 Desert Cloud Boulder; size vories / hand picked. QTY (15) PERMALOC EDGING All by Permaloc, tel. 616-399-9600. Type 1 AthletEdge, size tbd, MF-Mill Finish; Type 2 PermaStrip, size tbd, MF-Mill Finish; Type 3 BrickBlock, size tdb, MF-Mill Finish. WALLS Type 1 Poured-in-Place Concrete; Color: Natural Grey, Finish: smooth SOCk. Type 2 Poured-in-Place Concrete; Color: Pebble #641; Finish: smooth sack. Type 3 Metal (Corten Steel) Woll Sheets; Color and Finish: natural steel, left to weather; tronslucent orange plexi-glass inserts where noted/see construction drowings. PIANTER POTS Type 1 Oversized Planter, 60"diam.x40"tall; Color and Finish: powdercoat rust, with �— Drainage Fittings & Irrigation Sleeves; Availob�e at YardArt, contact Jason ��`� Levine, te�. 925-234-3153. QTY (7) Type 2 Cube Planter, 21"x21"x23"tall; Color and Finish: powdercoat bronze, with �_� Drainage Fittings & Irrigation Sleeves; Available at YordArt, contact Jason I��I Levine, tel. 925-234-3153. QTY (27) �L J� LIGHTING FIXTURES Pedestrian Scale Pole Lights Type 1 Albertslund MAXI Post LED, Model: ALB-MAX-PT1-250W MH-WHT, Color and Finish: GRAPHITE, Class 1, w/ matching 16' tall Pole; � by Louis Poulsen, contact Lighting Systems, Scott Niles, tel. 510-982-3909 QTY (103) Type 2 LP Nest IED. Model: LPNEST-PT1-150W MH-T-6, Color and � Finish: GRAPHITE Class 1, w/ matching 12' tall Pole; by Louis Poulsen, contact Lighting Systems, Scott Niles, tel. 510-982-3909. QTY (17) Wall Lights Type 1 Recessed Woll Light, Model: 2216P; 13W CF twin-2p lomp; w/ °micro-louver" film; Color and Finish: clear tempered glass � behind a "four window" solid 3/16" thick stoinless steel faceplate; by Bego, contact ALR, Tim Haley, tel. 510-638-3800 ext.185. OTY (7) Type 2 Wall Wash Light - In-Ground Nimbus Clear LED fixture, Model: NIM-CLEAR-6W LED-120V-ST STEEL-ANTI SLIP-BEVELED-W/ SLEEVE; �� by Louis Poulsen, contoct Lighting Systems, Scott Niles, tel. 510-982-3909. QTY (7- to be in ART BUDGET) Up-Lights, by BK-Lighting, contact ALR, Tim Haley, tel. 510-638-3880 ext.185. Type 1 Up-Light for Trees, Nite Star Series, Model: NS-LED-E36-WFL-A9-SAP-12-11-360SL w/ stake �, for ground mount. QTY (18) ,� ; Type 2 Up-Light for Wolls and Planters, Micro Nite Star Series, Model: MN-LED-e17-FL-SAP-13-B-360SL w/ stake for ground � mount. QTY (24) Suspended Lights, by Hess America, contoct ALR, Tim Haley, tel. 510-638-3880 ext.185. Type 1 Suspended Luminaire, �Ilage Series, Model: VA375X-100M-2-X-GG-ED17, 100MH lamp, Color and Finish: � grophite gray w/ clear housing; a) for lights suspended between Retail 1 and Hotel - provide stainless steel catenary cables and fittings by others (2 cables and 1 fixture per run - 4 runs total); 12' cable mounting height / confirm w/ bldg elev. QTY (4) fixtures b) for lights suspended above Main St drive - provide stainless steel catenary cables and fittings by others (2 cables and 3 fixtures per run - 4 runs total); provide (8) 20' round steel tapered poles w/ caps, Model: #737-24 contemporary styie deco aluminum split base. Color and Finish: graphite gray powdercoated; by Union Metal (contact A�R) QTY (12) fixtures Type 2 Wall Mounted Luminaire, Village Series, spanned between bldgs 4 and 3 Model: VA375-70-MH-2-W-GG-N; 70MH lamp, Color and Finish: � graphite gray w/ clear housing; chandelier configuration - 10' diam. steel custom ring for fixtures mounting (graphite gray powdercoated) w/ 4 cables for attochement; 12' cable mounting height / confirm w/ bldg elev. (all cables and chandelier provided by others). QTY (2 chandeliers w/ 4 fixtures each); (8) TOTAL String Lights, by Tivoli Lighting, contact ALR, Tim Holey, tel. 510-638-3880 ext.185. Type 1 LED Tivoli Twilights T 1 3/4 HB LED w/ replaceable miniature lamps w/clear lens caps, 100' strand length (to be supplemented with � additional 100' within 5 years from installation); Model: TWSL-06-T-WW-12; Closs II transformer for outdoor wet locotion use w/ multiple outputs; install per manufacturer's speci�cations. QTY (7) Tope Light, by Tivoli Lighting, contact ALR, Tim Haley, tel. 510-638-3880 ext.185.\ TivoTape Series, Model: Outdoor SB 3.0, •��• Field-cutable flexible LED tape, Warm White (2700'K) LED, tock all ends. Parking Lot Ligths See electrical drawings for final locations and specifications. `a�' � TREE GRATE All by Ironage Designs, contact Park Paci�c, Ted Jonsson, tel. 888-460-7275. Type 1 6x6 Tree Grate, Model: Oblio; Color and Finish: Standord raw cast iron. QTY (25) Type 2 5x5 Tree Grate, Model: Oblio; Color ond Finish: Standard raw cast iron. QTY (26) TRENCH DRAIN All by Ironage Designs, contact Pork Pacific, Ted Jonsson tel. 888-460-7275. 4" heel proof, Model: Oblio; Color ond Finish: Standard Iron. QTY (approx. 200 linear ft / final per drawings) TRASH RECEPTACLES/ASH URNS Type 1 PETOSKEY 30-gallon capacity litter receptacle in cluster of 3. With tube �i`� support, surface mounted. silver powdercoot color; hinged lids in 3 �T ii 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 QTY (42 - 14 sets) LOUNGE FURNITURE Type 1 Orbit Loveseat, w/ canopy, 65" diam.; Color and Finish: Natural color weave bosket structure, toupe fabric canopy, toffee cushion fobric, off white and taupe small cushions fabric. QTY (7) Full moon side table, 26" diam.; Color and Finish: Platinum color weave basket. QTY (4) All by Dedon, tel. 877-MY-DEDON (693-3366). Type 2 Cobano Woved Modular Seating: Modular Sofa w/ Chaise, Armchair, 34" Coffee Table; Color ond Finish: Silver powdercoated aluminum construction, Koffee (KAF) Basket Weave, Cushion colors to be determined; by Tropitone, tel. 949-645-6161. QTY (t - to be provided by TENANT) FIREPLACE Gas Burner: Linear Burner System Outdoor, Model LOD72 - 8' long; w/ tempered gloss over the burner and approved lava stone as a topcoat. Available from Sparks (T) (866)938-3846. See Mechanical and Electrical drawings for connections. QTY (1) Fire Stones: Lava Stone (black) by Sparks. Glass Screening and Vent Cover: 3/8" thick Tempered Glass w/ Matte Edges; Screening Panels size: 3'-8" x 10'-8" (2 per fire place); Metal Vent Cover Panels size: 13'-4" x 2'-8" (1 per fire place). Confirm size with fire place overall size and opening. Confirm full sheet or panels w/ manufacturer. All Glass Ponels to be accessible for maintenance. See detail drawings. Metal Mesh Vent Cover: �re Mesh, Model: 3008093610 (or similar) by McNichols. Black Color powdercoat. Hardware: All available from Berman Hordware, contact The Halpern Group (T) (415)710-8424 / or similar 1) Wall Mount Spacer and Buttons for Glass Vent Covers (6 per fire place) Provide: 2" diom. Button, Nylon Bushing, Socket Set Screw (appropriate to Glass Thickness), 2" diam. Nylon Washer, 2" diam. 3.5" long Woll Spacer, 2" diam. Tapered Fixing Plate. Screws for installation in CMU Walls not included with Hardware. BIKE RACK Welle Circular Bike Rack, Model: WCR02-IG-P �T357-Gk'Oh S�;v�r ��ec��:c j; inground installation; Color and Finish: Silver Powdercoat; by Palmer Group, tel. 415-333-6428. QTY (37) - 74 bike spaces FIRE PIT Square Fire Pit, Model: 311, 30" x 30" x 16" tall; gar burning inset; Color and Finish: notural rust steel; Available ot YardArt, contact Jason Levine, tel. 925-234-3153. QTY (1 - to be provided by TENANT) D0� AMENITIES All by Dog-On-it-Porks, contact: All About Play, tel. 916-923-2180. Dog Waste Station Model: #7408 includes: Post, Sign and Bracket, Commercial Grade Bag Dispenser (green powdercoated aluminum), Waste Can (11-gollon), 50 Can Liners, 600 Waste Bags; install per manufacturer's spec. QTY(1) Drinking Fountain w/ Dog Bowl Model: #7211; all-steel construction, with stainless steel bowls and bowl-filler spout; green powdercoat color; install per monufacturer's spec. QTY (1) BENCH Cantilever Bench, Model: 303; 54" x 16" x 18" tall, Color and Finish: Charcoal Gray Powdercoat Steel Construction, IPE wood finished slats top; Available at YardArt, contact Jason Levine, tel. 925-234-3153. QTY(17) TABLE AND CHAIRS Type 1 Parc Centre Chairs, stackable, mix of with and without arm rest; all steel construction; Color and Finish: orange, green ond yellow powdercoat. Parc Centre Tables, 24" round, all steel construction; Color and Finish: orange, green, yellow powdercoot. All by Landscope Forms, Rebecca Casey, tel. 800-430-6206 x 1313 QTY (77 - to be provided by TENANT) Type 2 Communal Table: ICON Dining Table 275, Model:MG1030; Bench: ICON Bench 260, Mode1:1067. Color ond Finish: charcoal gray powder cooted steel and recycled teak wood slats; surface mounted. Avoilable ot YardArt, contact Jason Levine, tel. 925-234-3153. QTY (3 tables, 6 benches) MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 i � K E N N E T N R O 0 R I G U E S 6 G A N T N E R 5 I N C. a�s H o.i n w n�.m.o a o.e, s��a x o 0 M o u n 1�i n V i�w . C A 8 5 0.9 8 5 0 1 0 0 THE GUZZARDO PARTNERSHIP iNC. landscape Architects• land Planners 181 Greenwich Street San Froncisco,CA 94111 7 415 433 4672 F 415 433 5003 �II� �� ,... ,�, �; �, �,'� ,.��......�, . i �-III,�.�.-.�..... �,. �_•`I'�'��...,.�,�,� � .�. � '_ i�M'A�---J.. _ -;"'-- - — REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/?�� PLAN CHECK 1 RESPONSE 10.15.13�?�. PLANNING ASA REVISIONS 0124.14/� P�N CHECK 2 RESPONSE 8 ASA REVISIONS /� PLAN CHECK 3 RESPONSE 03.10.14 '� •BULLETIN 3-FOR CONSTRUCTION" PROJECTNO. 22.rjrj9 DATE 11.15.2012 DRAWNBV AIB scn�e AS SHOWN CHECKED BY GL LAYOUT NOTES AND LEGENDS �25,�;o`a��.,,,.,�.ojJ,t�,/.� � � � � , � s � � L-1 .2 ; \.r�,qT oa�F ie 0.��Q.� O2014 KENNETH RODRIGUES 8 PARTNERS,MIC. ■ FINE GRADING AND DRAINAGE LEGEND +60.3 Spot Elevotion 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 8ottom of Step Elevation T.R. 61.25 Top of Ramp Elevation B.R. 60.1 Bottom of Romp Elevation T.W. 63.4 B.W. 60.4 T.F. 63.4 Top of Wall Elevation Bottom of Wall Elevation. (Finish Grade of Soil or Paving) Top of Fence (Only On Hotel Set) AD 00.00 Area Drain w/Rim Elevation � On-Grode Paving: NDS 4" 9106 (Brushed) O Lawn:NDS 10 Black Flat Top Drain Cover Qo Ground Cover Areas:NDS Spee-D-Basin and Grate, NDS #90 6" Atrium Grate, Black. G Downspout Adapter: 3" & 4" Universal Outlet w/4" spigot. NDS #1242 (v��r�'y '��^�a: raln �vo'er le��ders are tied �o',o tne '�ares;ape drafr? �V5'e n �:,� pr.�.dU., ty:'c! �.�.�.D 0 - + - Catch Basin See Civil Engineer's Drowings. Direction of Surface Water Flow Direction of Surface Water Flow in Swole (2� Minimum) Grade Break (Ridge Line) Subsurface Drainpipe: PVC SA34 by Acme Industries. (4"&6" dia.). Perforoted Drainpipe: PVC AS987 by Acme Industries 4". ��--�� Diagrammatic 6" Contours �� 11 � __ � � --� � Stormwater Treatment Area, S.C.D. (Coconut Blanket) � Underground Stormwater Catch Basin, S.C.D. FINE GRADING NOTES 1. The Landscape Contractor is responsible for fine grading and positive surface drainage in all londscope areos. The Contractor sholl verify all rough grades in the field and bring any discrepancies to the attention of the �andscape 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 ond 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 oreas previously compocted for other aspects of the work. 5. The Landscape Contractor shall remove from the site all debris ond unsuitable material generated by the Contractor's operations. 6. Catch basins, area drains, planter drains, and perforated drain lines ore 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 ore to be free of obstructions ond maintained open and free running during and upon completion of the Contractor's work. 8. 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 Landscope Contractor sholl 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 graded soil. This analysis shall be conducted and paid for by the General Contractor. 9. See structurol 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� typicolly with a maximum cross slope of 2�a Minimum planting area slope to be 2% typically. Bring any discrepancies to the attention of the Landscope Architect for a decision prior to fine groding. 11. All slopes 2-�:1 ond greater sholl 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 ordinances. Swales shall be a minimum of four (4) feet from all structures. 13. Grades to be constant and uniform between spot elevations. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T N fi O D ft I G U E 5 L P�R T N E R 5 I N G. ��5 N e r�n w�I f m a n R o�0, S u I�♦ 1 0 0 wo��i,i� v�.w c� e s o.9 e s.o�o 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Plannero 181 Greenwich Street sa�FraM�KO,cn 9ai„ T 415 433 4672 F 415 433 5003 /II� �\\l/ „ r%'/ '�� ill;'�� 'i��,�- .� '' � 7 �- _��-!I,�r ' ; _� .�.-.�... �,� �..,��.�.� :-: ■� '' w... �:. I I _ .u,---=.---_---- J REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/1 PLAN CHECK 1 RESPONSE 10.15.13;� PLANNING ASA REV�SIONS 01.24.14�3 P�`N CHECK 2 RESPONSE 8�ASA REVISIONS 03.10.14� PLAN CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION" PROJECTNO. ZZ.�J�J9 DATE ��.��j.20�2 oruwri sv AIB scn�e AS SHOWN CHECKEDBV GL FINE GRADING NOTES AND LEGENDS PNDSCAPE 4. ��ym0^p r W2~j� °1�� v � T ; _._.. � L-1 .3 9 �F CA�"- O2014 KENNETH RODRIGUES 6 PARTNERS,INC. ■ PLANTING NOTES THE FOLLOWING SIX (6) NOTES ARE FOR BIDDING PURPOSES ONLY The contractor is required to submit plant quantities and unit prices for all piant materials as a part of the bid. 2. 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 flots) for ony unlabelled ground cover. All planting beds, except for Iawns, ore to receive ground cover plont instollation in addition to the shrubs and trees shown on the plans. 3. The plonting oreas sholl 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 subject to the finol recommendations of the soils test (see below) and review by the Londscape Architect ond the Owner. 4. All planting areos ore to receive Super Humus Compost by BFI (408.945.2844; www.bfi.com) at the rote of 6 cubic yords/1000 square feet, evenly tilled 6" deep into the soil to finish grade. All planting areos shall have 6-20-20 Commerciol Fertilizer at 251bs/1000 square feet evenly distributed into the soil. This is subject to the final recommendations and review of the soils test (see below) by the Landscape Architect ond the Owner. 5. Planting pits are to be backfilled with o mixture of 50�notive soil and 50%amended native soil. 6. The General Contractor is to provide an agricultural suitabilities analysis for on-site rough graded soil and any imported topsoil. Recommendations for amendments contained in this onalysis are to be carried out before planting occurs. Such chonges are to be accompanied by equitable adjustments in the contract price if/when necessary. See specifications for testing procedure. 7. All work shall be performed by persons familiar with planting work and under supervisions of o quolified planting foremon. 8. Plant moterial locations shown are diagrammatic ond may be subject to change in the field by the Londscope Architect before the maintenance period begins. 9. All trees are to be staked as shown in the staking diagroms. 10. All tree stakes shall be cut 6" above tree ties after stakes have been installed to the depth indicated in the staking diagrams. Single stake all conifers per tree staking diagram. 11. Plant locations are to be adjusted in the field as necessary to screen utilities 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 adJacent to signs shall be field adjusted so as not to interfere with visibility of the signs. 12. The Landscape Architect reserves the right to make substitutions, additions, and deletions in the planting scheme as felt necessary while work is in progress. Such changes are to be accomponied by equitoble adjustments in the contract price if/when necessory ond subject to the Owner's approval. 13. The contractor is to secure all vines to walls and columns with approved fasteners, allowing for two (2) years growth. Submit sample of fastener to Londscape Architect for review prior to ordering. 14. All planting arees, including pots but not lawns areas, shall be top-dressed with a 3" layer of Pro-Chip Decorative Mulch in Block by BFI Organics, 408.945.2844. Submit somple to Landscape Architect for review prior to ordering. Hold all mulch six (6) inches from tree trunks where mulch is applied over the rootball of tree. 15. All street trees to be installed in accordonce with the standords and specificotions of the City of Cupertino. 16. Seasonal color is to be current and locally ovailable. Plont material is to be selected by the Landscope Architect from a list of currently avoiloble stock provided by the Landscape Contractor prior to instollotion. Seasonal color to be 4" pots at 12" o.c. unless otherwise noted. 17. The lawn shall be Delta Grasslond Mix (lgal), installed per Paciflc Sod's speclfications. Trees planted in lawn areas shall not have lawn planted over the top of the rootball but sholl have 12" diameter circle of lown cut out for trimming purposes. 18. Trees sholl be planted to anticipate settlement. 19. Plant material requiring iron supplements shall hove chelated iron foliar feeding applicotions per monufacturer's specificotions. See specifications for moterials. 20. The Londscape Controctor sha�l arronge with a nursery to secure plont materiol noted on the drawings ond hove those plants avoilable for review by the Owner and Landscope Architect within thirty(30) days of award of contract. The Controctor sho�l purchose the moterial and hove it segregated ond grown for the job upon approval of the plant moteriol. The deposit necessary for such contract growing is to be born by the Controctor. 21. The Landscope Contractor shall, as a part of this bid, provide for a planting ollowance for the amount of=5.000 (Five Thousand Dollars) to be used for supplying and installing additional plont material as directed by the Landscape Architect and approved by the Owner in writing. The unused portion of the alllowance shall be returned to the Owner ot the beginning of the maintenance period. 22. The project hos been designed to make efficient use of water through the use of drought tolerant plant materials. Deep rooting shall be encouraged by deep watering plant material as a part of normal landscape maintenance for all planting shall be limited to the amount required to maintain adequate plant. The irrigation heolth and growth. Water usage should be decreased as plants mature and become established. The irrigation controllers shali be adjusted as necessary to reflect changes in weather and plant requ iremen ts. 23. The Landscape Contractor shall verify the location of underground utilities and bring any conflicts with plant material locations to the attention of the Landscape Architect for a decision before proceding with the work. Any utilities shown on the Landscape drawings are for reference and coordination purposes only. See Civil Drowings. 24. Geotech drainoge boord or approved equol is to be installed in all pre-cast planters/pots as shown in the drowings. Materiol availoble through: TWE Products, Orinda. CA 925.708.0549. All Geotech board shall be completely covered with filter fobric as shown in the drawings and per manufocturer's specificotions. PLANT SPACING DIAGRAM O A O O O � \/ � Adjacent Curb,Sidewalk, A A m Plonting Bed or Wall, where occurs. O O O O O 0 0 0 0 0 0 0 �lant Location Diagrom for use when plonts are spoced equidistant from each other as in all qround cover plantings ond massed shrub plantings PLANT CALLOUT SYMBOL Quantity(or See Spacfng Commmts) Plont Key(See Plant List) PLANT UANTITY DIAGRAM �SPACING'A SPACING�8' SPACING'C' N0.OF PLANTS/SQUARE F00T 8"O.C. 6.93" 3.47" 2.60 9'O.C. 7.79' 3.90" 1.78 10'O.C. 8.66� 4.33' 1.66 12'O.C. 10.40' S.20" 1.15 15'O.C. 13.00" 6.50" 0.74 18'O.C. 15.60' 7.80� 0.51 24'O.C. 20.80' 10.40" 0.29 30'O.C. 26.00' 13.00" 0.18 36'O.C. 30.00� 15.00' 0.12 48'O.C. 40.00� 20.00' 0.07 72'O.C. 62.35" 31.18' 0.04 See Pfant Spaetng Dtagram for maxtmum trfangular spacing'A'. Th1s chart is to be used to determine number o(ground cover required in a given orea and spocing between shrub mossings. YMhere shrub massings ore shown,colculate shrub mass oreos before utilizing spocing chart to determine plant quontities. •Where curb,sidewolk,odjacent planting bed or woll condition occurs, utilize spacing'C'to determine plont distonce from wall, sidewolk, odjocent planting bed or back of curb, where Ca1/2 B. -- - r- ,,,,,,.�,w� .r._,.. � �t�i+�y t?� !l p 1 !1i I r`�Y�l. - ,--�l,j` 1 � �fR'b�L'L'=ii�w�� ti � - � � :ci!sPa!=!,'� �i.};;�.�b��i:J; """�.� �..�..�.....y.....�...,, �::,-r .. .. •r �?--d�5-1 �.�.a�L,Y��± ;� _� ---+•-,.-...�._....._..._..__� :'�.ar ��I:�i:�� ► � a _�..,,�,r _ MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R 1 Ca U E 3 8 V A R T N E R 5 I N C. ..s N o r�n w n i.m.� R o.a. s�i i. z o 0 M o u n 1�I n V I�w . C A 6 5 0.9 6 S.0]0 0 THE GUZZARDO PARTNERSHIP irvc. Landscape Architects• Land Planners 161 Greenwich Street San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 �II� \\, „ �' '�. i,%" .. .i �' �:\�_ _ �•'� Er � E;^ � �� -- �+'�!��,,.,._nrw„� ,,, ■ I�'��I��. ��..��illt � ,ul` i _L�_ ;.�.r: J REVISION 11.15.12 PLAN CHECK SUBMITTAL SET � 09.04.13�� PLAN CHECK 1 RESPONSE 10.15.13 '� PLANNING ASA REVISIONS 01.24.14� P�N CHECK 2 RESPONSE 8 ASA REVISIONS 03.10.14�� B�ETIN 3 FOR CO STRUCTION" PROJECT NO. 22,rjrj9 DATE ��.'i�j.2��2 oRnnwriev AIB scue AS SHOWN CHECKED BY GL PLANTING NOTES AND LEGENDS PNDSCApE moq 4, `aY p l" �.,2�' j� �r..,y�•� � � � - � � L-1 .4 ;. � � �'>. 03�_ii a�P 9rf OF CA��F�� O2014 KENNETH RODRIGUES 8 PARTNERS,INC. PLANT PALETTE KEY SIZE BOTANICAL NAME COMMON NAME SPACING/NOTES WUCOLS CA NATIVE TREES * For Tree Sizes See Planting Plons. ARB MAR ■ Arbutus 'Marina' Marina Strawberry Tree L BAM ALF * Bambusa m. 'Alphonse Karr' 'Alphonse Karr' Bamboo L BAM TEX + Bombusa 'Textilis' Timber Bamboo � CAR FAS * Carpinus betulus 'Fastigato' Pyramidal European Hornbeam M CHA HUM * Chamaerops humilis Mediterroneon Fan Palm � FRA AME * Fraxinus americana White Ash M GIN BIL + Ginkgo biloba 'Fairmount� Maindenhoir Tree M LAG NAT s Lagerstroemia 'Natchez' Crepe Myrtle � LIR TUL + Liriodendron tulipifera Tulip Tree M MAG GRA * Magnolia g. 'Majestic Beauty' Magnolia M PHO CAN + Phoenix canariensis Canary Isiand Dote Palm 28' BTH � PIS CHI * Pistacia chinensis Chinese Pistache � PLA COL + Platanus acerfolia 'Columbia' London Plane Tree M PRU AKE * Prunus akebono Akebono Cherry M PYR CAL * Pyrus c. 'Aristocrat' Flowering Pear M QUE AGR * Quercus agrifolia Coast �ive Oak VL NATIVE QUE LOB * Quercus lobata Valley Oak L NATIVE QUE VIR * Quercus virginiona Live Oak M SEQ SEM + Sequoio s. 'Aptos Blue' Redwood H NATIVE TRI LAU + Tristaniopsis laurina Water Gum M SHRUBS AH 5 al Arctosta h os 'Howard McMinn' Manzanita L NATIVE AN 1 gal Anemone h rida 'White' Ja onese Anemone M AU 5 gal Arbutus unedo Strawberry Tree 60" oc � BS 5 gol Buxus s. 'Green Beauty' Boxwood 24" oc M CE 5 gal Ceanothus 'Concha' California Lilac 48" oc �� NATIVE CHU 15 gal Chamaerops humilis Mediterranean Fan Palm 36" oc L CS 15 gol Cupressus sempervirens Itolian Cypress L CR 5 gal Cycas revoluta Sago Cycad 36" oc M �B 5 gal Dietes Bicolor (s) Fortnight Lily 36" oc � EM 15 gol Elaeagnus 'Maculata' Golden Elaeagnus 60" oc � EC 5 gal Euphorbia c. 'Wulfenii' Euphorbia 30" oc � EF 5 gal Escallonia fradesii Fradesi Escallonia 42" oc M GV 5 gal Gardenia 'Veitchii' Gardenia 30" oc M HM 5 gal Hypericum moseranum Gold Flower 42" oc M HME 5 gal Hydrangeo m. 'Endless Summer' Hydrangea 36" oc M HP 5 gal Hesperaloe parvifolia Red Yucca 36" oc � LB 5 gal Lovatera t. 'Bornsley' Tree Mollow 48" oc � LL 5 gal Leonotis leonuris Lion's Tail 36" oc � LT 5 gal Ligustrum ovalifolium Colifornia Privet 42" oc � LC 5 gal Loropetalum c .'Blush' Red Fringe Flower 36" oc � MC 5 gal Myrica californica Pacific Wax Myrtle 48" oc � NATIVE OL 5 gal Olea e. 'Little 011ie' Oworf Olive 36" oc VL PA 5 gal Phormium 'Firebird' New Zeoland Flax 36" oc L PD 5 gal Phormium 'Dusky Chief' New Zealand Flax 36" oc L PY 5 gol Phormium 'Yellow Wave' New Zealand Flax 36" oc L PRS 5 gal Phormium 'Rainbow Sunrise' New Zealand Flax 30" oc L PRW 5 gol Phormium 'Rainbow Warrior' New Zeoland Flax 30" oc L PC 5 gal Prunus caroliano Carolina Cherry Laurel 48" oc L RB 5 al Rhophiolepis 'Ballerina' Indian Hawthorne 36" oc L RSP 1 gal Ribes speciosum (s) Fuchsia—flowered Currant 30" oc L NATIVE RH 5 al Rhomnus californica Coffeeberr 48" oc L NATIVE RS 5 al Rosa 'White Simplicity' White Simplicit Rose 42" oc M RT 5 al Rosmarinus 'Tuscon Blue' Tuscon Blue Rosemar 36" oc � SR 5 al Strelitzia re inae Bird of Paradise 36" oc M TF 5 gal Teucrium fruticans 'Compactum' Bush Germander 36" oc L ZC 1 al Ze hr onthes condida Ze h Flower 24" oc M GROUNDCOVER ARC 5 gal Arctostaphylos 'Pacific Mist' Manzanita 48" oc VL NATIVE BAC 5 gal Baccharis pilularis 'Pigeon Point' Dwarf Coyote Brush 36" oc L NATIVE CEA 5 gol Ceanothus g. h. 'Yankee Point' Yankee Point Ceanothus 30" oc L NATIVE CAR 5 gal Caryopteris c. 'Longwood Blue' Bluebeard 24" oc M CCO 5 gal Cistus cobariensis Rock Rose 24" oc L CPS 5 gal Coleonema p. 'Sunset Gold' Dwarf Breath of Heaven 30'� oc M CON t gal Convolvulus maritanicus Ground Morning Glory 30" oc L COP 5 gal Coprosma p. Verde Vista' Coprosma 36" oc L GCB 1 gal Geranium c. 'Blokovo� Perennial Geranium 24" oc M IHA 1 gal Iva hoyesiana Hayes Iva 36" oc VL NATIVE LAV 5 gal Lovandula intermedia Lavender 24" oc L NATIVE LIR 1 gal Liriope m. 'Big Blue' Lily Turf 18" oc M MAH 5 gal Mahonia repens Creepinq Mahonia 30" oc L NATIVE MPC 5 gal Myoporum 'Putah Creek' Myoporum 36" oc L RSC 5 gal Roso 'Red Carpet' Red Carpet Rose 36" oc M RRE 1 gol Rubus rolfei 'Emerald Carpet' Evergreen Bramble 24" oc M TEU 1 gal Teucrium x lucidrys Dwarf Germander 24" o.c. L TJA 5 gal Trachelospermum jasminoides Star Jasmine 36" o.c. M GRASSES CDI 5 gal Carex divulsa Berkeley Sedge 18" oc M CKF 5 gal Calamagrostis 'Karl Foerster Stricta' Feather Reed Grass 30" oc L CNU 1 gal Calamagrostis nukaensis Pacific Reed Grass 24" oc L NATIVE CTE 5 gal Chondropetalum tectorum (s) Cape Rush 24" oc L DCE 1 gal Deschampsia caespitoso (s) Tufted Hairgrass 30" oc L LCP 1 gal Leymus c. 'Canyon Prince' Canyon Prince Wild Rye 30" oc L FID 1 gal Festuca i. 'Siskiyou Blue' (s) Idoho Fescue 30" oc VL NATIVE JPE 5 gal Juncus patens 'Elk Blue' (s) California Gray Rush 30" oc H NATIVE MCR 5 gal Muhlenbergia c. 'Regal Mist' (s) Pink Muhly 36" oc L MRI 5 gal Muhlenbergia rigens (s) Deergrass 36" oc L NATIVE OJ 1 al 0 hio 0 on 'a onicus Black Mondo Grass 18" oc M SBE � a� Sisyrinchium bellum (s) Blue—eyed Grass 30" oc �L NATIVE STT 5 al Stipa tenuissima Mexican Feather Gross 30" oc L FERNS NC 5 gal Nephrolepis cordifolia Southern Sword Fern 36 oc M PM 5 gal Polystichum munitum Western Sword Fern 30 oc M NATIVE VINES BG 5 gol gou oinvillea 'Son Die o Red' Bou oinvilleo L CC 5 gal CI tostoma callisti iodes Violet Trum et Vine M FP 1 gol Ficus pumila Cree in Fi M PT 1 gal Parthenocissus tricuspidata Boston iv M RSJ 5 gal Rosa 'Jose h's Coat' M PERENNIALS AC 1 0l Annual Color 16" oc � CAL 1 gal Calibrachoa Millon Bells 18" oc � NEP 1 gal Nepeta faassnesii 'Giant' Catmint 30" oc L SLB 5 gal Salvia leucantha 'Santa Barbara' Mexican Sa e 36" oc L NATIVE SBR 1 gol Stachys b. 'Big Ears' Lamb's Eors 24" oc L LAWN MED SOD Medallion Plus Medallion Plus H NMF SOD No mow fescue Delta sod fescue M (s) DENOTES PLANTS SUITABLE FOR STORMWATER TREATMENT AREAS MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R 1 G U E S 6 P A R T N E R 3 I N C. �.s w o��n w n i.m,o n o.a, s�i�. z o 0 M o u n 1�I n V I a w . C A 8 S 0 .9 8 S.0 1 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 161 Grcenwich Strcet San Francixo,CA 94111 7 415 433 4672 F 415 433 5003 �II� __,�� `� „ �;'�� "''�' '��— ■ ��,; � � - ==� .�� . , � �nw._.r�...�� I-j� +•+.�.ri � �� I '.�.�:_J REVISION 11.15.12 PLAN CHECK SUBMITTAL SET � 09.04.13-�� PLAN CHECK 1 RESPONSE 10.15.13� PLANNING ASA REVISIONS 01.24.14�3,� PLAN CHECK 2 RESPONSE &ASA REVISIONS � PLAN CHECK 3 RESPONSE 03.10.14 l4 •gULLETIN 3-FOR CONSTRUCTION" GROJECTNO. Z�L.J�S9 DATE ��.��J.2��2 DRAWNBV AIB scue AS SHOWN CHECKED BY GL PLANTING NOTES AND LEGENDS ��4,`�o`aYmon,�,a-•�yi W � 1� � V j T J � � L-1 . 5 \_,. ,.�'°�: � ��A� O2011 KENNETH RODRIGUES 8 PARTNERS,M1C. i i � TreE � Not to Scale �Shrub Plantinq Detail L Not to Scale Plant Gown 1'Above Grade(or 5 Gal Shnibs and 2'Above Grude for 75 Gol or Lorger Shrubs ror satci�,«,t 2'Layer of Wood Mulch,4'Diameter Circle Around Each Shrub. 2'High Watering Bosin. Ground Cover Arooe Only Finished Grode Rootball Centered in Pit Plant Fertlizer Tablets Instolled Per Monufocturer s Inetruetiona Md The Speetfleattona Back f�ll Mix. See Plonting Notea Woter Settled Native So1.Prior to Installing Plant _1�_4 !' `o �� c 2 'o i «r U °C 0 Lodge Pde Pine stoke(Untreoted) t within Tree Grate Opening. ee Grate. Bdt to frame(S.C.F.S) �ished Grade >otboll w/Nursery Container Removed. Top of >otboll to be 1-1/2'Above Finished Grode ant Fertiltzer Tablets Installed Per Manufacturer's structions ond the Specifications xk Fill Mix. See Plonting Notes �ter Settled Native Soil •Perforoted droin pipe fllled w/3/4'crushed, :on drain rock.Extend 3'-0'beyond bottom of onting pit Cover top w/fiker foDric sock. � Tree Staking Diagram - Tree Grate , Not to scale Irr(gation Bubbler, see Irrigotion Plons. a- S��ra�e backfill. 4' 0 PVC Pipe w�droin cop. Point oll exposed surfoces block. xtend tube to bottom of plonting pit. Root ball. Plontin�Pit. Scarify sides and bottom of pit. Water�etted river sand backfill 4"0 Perf. PVC drain line in a 6'D X 12'W trench. Fill trench with crushed,clean 3/4"0 drain rock and wrap w/ftlter fabrtc. Connect pipe to storm drain system. See Groding Plons for locotions. S.C.D. for connections NOTES: 1. Tie fronds with organic twine prior to pla�ting. 2. Polm trunk to be plumb. . Trees in lown shall not have sod or seed laced over the rootball. 4 Palm Tree Plantin Dia ram Not to Scale DETACHED SIDE � Root Barrier '� Not to Scale Instoll 18" deep Root Borrier at edge of sidewalk. Install 24" deep Root Barrier ot back of CUfb. Sidewalk Curb NOTES: 1) Root Borrier to be high density ond hic�h impact plastic. Available from 'DEEP ROOT, 800-458-7668. 2) Top of Root Barrier to be set 1/2" above finished grade of soil and not obove adjacent surfacing. Install per mfr's instructions. MAI N STRE ET CUPERTINO STEVENS CREEK @ FtNCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R 0 D R I G U E 5 6 P�R T N E R 5 I N C. ��5 N O�1� W�1 f m�n R 0�E. 5 Y I�• 2 0 0 M a u n t�I n V 1�w . C A 6 S 0.9!5 .0 1 0 O THE GUZZARDO PARTNERSHIP iNC. Wndswpe Architects• Wnd Plannen 181 Greenwich Street San Franciuo,CA 94111 T 415 433 4672 F It S 433 5003 �II� ��/ „ ..!�� •�:.,, �� ' ..��, � ��,__ _ E� �:r ^ � � ...��I��wNr.�.. ,_� �...,.ui■ ■1 lu. .._�� --:�I�1�.-----J REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/� PIAN CHECK 1 RESPONSE 10.15.13� PLANNING ASA REVISIONS 01.24.14/3 P�N CHECK 2 RESPONSE &ASA REVISIONS 03.10.14/� PLAN CHECK 3 RESPONSE 'BULLETIN 3-FOR CONSTRUCTION" PROJEGTNO. LL..iJ�J DATE 11.15,LU1L DRAWNBY AIB scn�e AS SHOWN CHECKED BV GL PLANTING DETAILS PpDSCAPF �mo� 2ti4. ��y No ry� W �� r�� _ r+ . J � L-1 .6 .r�, ni�ia ��Q 9r`�OF CA�\E�� O2074 KENNETH RODRIGUES S PARTNERS,INC. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R I G V E 5 6 P 11 R T N E R 5 I N C. ��S N o r 1 h W h 1�m�n R o a E. 5 u I 1 s 1 0 0 M o u n 1�I n V I e w . G� 8 5 0.i 8 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Greenwich Street San Francixo,CA 94171 T 415 433 0672 F 415 433 5003 - �ii'� f ::%- �� /�. : � , � � ..�.�- ;�}��,r �_-,`__.. _-. I . � _�JI��.�._.�.,.. - ,^, 1..,,,.,.� I'' �� ;-� w.w.� ■� ::L_!_y� - J REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/� PLAN CHECK 1 RESPONSE 10.15.13� PLANNING ASA REVISIONS 01.24.14%3 PIAN CHECK 2 RESPONSE &ASA REVISIONS � PLAN CHECK 3 RESPONSE 03.10.14�4 •gULLETIN 3-FOR CONSTRUCTION" vRaecr No. 22.559 DATE ��.��j.2��2 DMWNBY AIB sca,�e AS SHOWN CHECKED BY GL OVERALL LANDSCAPE PLAN ��,al.,..,��, -c- � �1 y�.� � � � '° n ___�� _� L-2. 1 4�.. �F �A�� O2014 KENNETH RODRIGUES 6 PARTNERS,INC. ..,�.,� � �x..,�_} I I i I � -" -... __ - '- --- -- - ' � - --- -_ _-�-'� i �-- -_" - " - - � � - _ _ _ _ _ �� , ��1��. _ - . - - = __� � � - - - `--- - - - _ ------ -- - - - - -� . ..� y . � + i ,, , I. _ _� ., _ , ,, , � E�-z. ; , . _ ,.� _� , ,� ,;_ .�.y.: MAIN STREET �� \'� �4 -== i- - - - - - - - - - - - - .— �— E - -- - - - - - - - - - - - - � � `�� ::: � \ , .-- � ; _ , . _— — —�.. . � , , : , ;: � � � � !:: ,; i ;: � .�;� � :, � �� CUPERTINO , , , , � , , ;, ± .,. � i - -- -, - � -�-- :� , ��, -� a I I I -- - - — —� 'Y i_1�T'_—". ( .. I � � � � � �� 1 I 1 1 Pe s rion Scale Vehicular S a ped Asphalt, Ty 1, S.C.F S; I ' �, Po�, �9ht, s.c.�. to� � ��g, T P I 3' I � ' STEVENS CREEK @ FINCH ,- � ' _, ,; S FS y. , c Typ .C.. ., f ehiculor S o ed As halt,T 2, S.C.F S i _ TYP• c� � --�. � �'_ � �;• ,,,' � _._ � f_ � �s' T � � c,�� ;;��';, _� � � � �4�� --�� e ; EQ. ;TYP •__ EQ. _ A>S6L1D. for YP• v , 5' � C U P E RT I N CA 9 5'� ; ,. . - --- _____ � � � � � I'. 1' ; �; � �. _ � �9 �9h � i i ark � 'fr - _ "" -�- -- - -- -- --- -- P.c.' _ ,,- ( �, ��,, � - .. ' � a I: '°:� I �� , , � �c T YD• '— � ( < � -r - . � _ , v� ,_., - �;�� \� ;� %�\�, I i �. ' i. � --- �: �,_-7"�— - t, $ i.t� 8�� \ ��., + . /�� 1 S � �,�. � --�—� _ , ; � - �� _� _: ,�_._, .��._ _ ��, _> ; �<< ' �1 � �� ' � l ; 9' Vehicular Concrete Paving,v � .`ti,, i,_�._.— --r.�.,—,�—. -:1 i�.=- ---..vc-�—.-- _,.i.� I � i, d-., , � � i+�--- TYPe 1. S.C.F.S.: S.C.D.for -- '' - — — — — — — — — — " i `,o'l' ' '-- �,i, details. �.. �� , �,.�. .�. `.-.+. .�.`. `. .�.�. �.� . `,, ' � _ ( i, �.I w ��;� Vehiculor Accent Pavin , ' ' . . . . . . . . . . . .. . . .. <' ; ; _ , . _, . 9 , : ; � . .-�: . ��. . � . � . �-. . . . ��-. .�g. �, , _ � 1 Type 1, S.C.F.S.; S.C.D. Areo D i in ' Z i lfl ' �� H _ ___� for details. __ _ _ _ _ _ _ _ MAIN STREET CUPERTINO ` '� � � � �'� �' � � � � � 6.� sto� t � AGGREGATOR,LLC , , , — �. � �.;� ' n � . ' _. --__ _.__ _ - __ -- ,,; `� s W r ,,: � � ; Pedestrion Concrete � � ' Treatm nt detoils, � _( 203 REDWOOD SHORES PKWY,STE 200 r r' . :� .,,. � .�..�_.... ....._.. ...�.�.. : � ! __. ._.._- �-� -. - --� Paving.Type 1.S.C.F.S. L6.1 ' �' � �.` i �� S.C.�. REDWOOD CITY, CA 94065 �� .� z 1 �, _� ; � ;,; �;� �� -� �;�: � ; i I � 1 ° ' � i I �r,�;., �. I �`r � �.,%j � � ___ S �,, . i 5_ � �� . , � �_ � � , �� — ___- , , � � � 1 i� � ' � ' � > --- 3 � � ` , � . �: Q �, � ' ( . :�. ight Scoring P tte pAVING�BANOS AND � ' i i i ;: --��-- -*-�- 1 Ra�sed Wood - - -. I � I � ( - _:�;. - ' ,� l ,% S H O P 1 6'� Oeck. S � �I � t Aecess Poth, � TREE GRATES TO 8E � � � I � i I I � � � , : � -` YP- I ALIGNED WITH PARKIN ,,`� ' � � , � � 3 I S TO COMPLETE ORC �TREE I I �: --� a 'c UP-Light. TYP� �. S aised Wood - �,. - i ' � �, ,._..., S.C.F.S.. Typ. of(1) r � 6.7 � eck. � PLANTING DESIGN. � � �'-' % � 1 �,, I !` "� ) � Monolithic Sidewalk per Clty �r ,_ � - KENNETM RODRIGUE3 L VARTNERS INC. / �1 6 N o r�A W�I t m�n R o�E, S u I 1 e Y 0 0 ' �: ' ' , stondards: ' < _.- �-;:-_;. � �,_�.. � �y ` .. , � i 1 % - `! p ; j Pedestrion Concrote Paving, ( �V '� 4 Tree Grate,T e 1, � Sidewalk r� � � _ �. i YP per City,standords: , 3 l � T e 2, S.C.F.S. ( � �; 1.4 } ' ( Mo��.i� vi.. . c� n s o.s e s.o�o 0 � , , � � �--; " yP � � „ S.C.F.S.,Typ. of (7) � Pedestrian Consre e Poving. Raised Wood , , _____l O � ' � ( YP• � ) (. �,,,., , , ., k. 6.7 i 1 J Bench, S.C.F.S.,T of 2 t � � I � I Type 1, S.C.F.S. IDec ' 1'' `' ' �` i �1 � SETBACK LIN � 1, ,,, , Si, ,,,,,, , ,--r-, ,„ , , __ ,,,,,,,, I,� i, ,,, W � , 'F, ' _ _ , , ,,, � � , � � � ., '.ru�i:.�� '.�.r� ) —— �� -..'., �� — ..� � �� . �- }' ' , � _ _ . .. ,� ,,,, y �"� _ � � � 1p 1 ` m � y„„� �� . , , , , , � �� ,�, „ z 7' 6 1 � � � , _A�6N ALIGN k�' � r� ,� ` GUZZARDO „ � ,, , , ! � i � i � `W , * ,,,, „ ■ � �. . _ .. � �S n i,-�-- _ , � ; � , . , ; � __ ` -__ -- �, I � - � PARTN SHIP iNc ' � 14• 4 - N�� - \ -- ,��.",� I ,,,�, I I . �� I _ landzwpeArchitectsERWndPlanners � ' „_,�-.�., _, _.,. ,�_.,,.,-.- � __ � ; , ' � �.--f- -;.- �.. .. _ - - - - - '_ � ...«,..... �-- � u ..._. - • --- -- , , ,..... �..... ». , . -'�_....v- -- � � _ t.;-. ��..,. � . ,.�. ,.�%^�'' — - --- _._.. - _. -- - - - --- -._ _ ._ __ _. ._.,•�,...,.__ --- ', -- ,._.._"-_,_.'�_. - 94111 . `. ,-..\ �' �1 �� 181 Grcenwich - ...s:r-.�_ ..�:_ ' ....� ..,�., ` _4._... � .J...; �.... _,.»..� __ San Fronciuo,CAre - - � . „, � � , ' �� i � i � � � I r+ .-.�,r�'-,,""_ , � i :, � � � i�.�-�-- � � i^W ^� _ � T 41 S 433 4672 �. •,7.;-..�b'. �- ;po ; . � , '� j � ;-- ' _� � „ , � ��'; � PROPER LINE �* I z F4154335003 � �^ .�,� ....'� - .I.,_,.� ....�. . �.. . _ .._,� � .-._.�.... .,_ ..�;.. et .- � � `----�.� .-- � - _ .... . . _ _ ._ . �. .. � � f _� ..._.._...---- - , .......-�---- - ..._ _,--�.. ' , ; �� , , .- '� �'—it� �;; � �_ � � �� '�� I ��, �� , � � « . . � '*--?� ,. .� . —---t--- ..; ) �e.� ---- - -- -�-- - - - . - -- - --- ----- � ' � i� ,°e:° L ' � ' --- �+.�_ iN!., 'l: �--�---tN i �44 TR W T ,n 7JT R , � � , ��, � �,�.�,A�" - - . , r;e; { „„ , , ... i-j-- � O i�--- �' � ' •�- oo. ! � J 3 R - '-� _ -- � _ . . � ' ; I F"�r A�Q I -_�"'� ..� i � �V ..._."___.... ._.. - 1 — � ICEYMAP , , � _ �._ —[�'I �— �� _' . �J_ _ � ._ � �y I �—�—+- � ' ... � � . 1 :,;' � I � • � , � .. , _'."'___"_._ - ___ I ____ j - 37. I � ' .,_ ; �- ,I=�` W i ; ,�_, i __._.v �,-,�..-. __ � ! ', � y� _.._...__..t ;: � � �� Z ! �� ~�'� '��% � 1 edestrion Scale Pole Light, � ��=�; W ' -- - � � I ( TYPe 1, S.C.F.S..Typ. — i_, s > ., , j� fi , , < < ' � 3 ; '- ', Q � DG Paving� � �_� � � � f � �'�''i,�j it�� `�� '"' ' � � L6.1 S.C.F.S. 5 i p� � , Cafe Tobles w/Chairs, �, Q j ,� �'4 Y ;,; � T.I., N.I.C. -> I -1 ` H � `' ° �� , i ii�t alss+r1r,a�ir� _ � � . � --��> ' �� Pedestrian Concrete Paving. � � ' �� i �Z � REwsior+ ' � -, L6.1 Type 1. S.C.F.S.,ryP. ATCH LI N E L-2.�� i � I!�� i �� .-- 11.15.12 PLAN CHECK SUBMITTAL SET � � � � � � � � � � � � � � � 11� � � � � �i� � �� !r., . .. .�, K.E r i i � � —ri�� ( ��i � y��y y `':«:--%� •�.._-..-J---f - � 09.04.13� PLAN CHECK 1 RESPONSE A" � ^� - � ' ' - > � t 3 Conerete Seat Wall,Type 1, S.C.F.S. � 10.15.13-,� PLANNING ASA REVISIONS ' � � � i � � i I . ' s L6.3 Woll Light.Type 2. S.C.F.S.. Typ. of (5) � � t�� `°' �.,�ol ,o� o �o �.�,_. i � 4 � �+, „ f �.-- '' .�.�.!._..�.._ � �` �� /� L6.3 Concrete Retoining .1 ( 5-�:`' '�' �" � �-•^""�""'w"`�`�� PLAN CHECK 2 RESPONSE ,�� I 5�� I I i i �. � ��o� '.�� Woll.Type 1. � � '.-,;�. 01.24.14/3 &ASA REVISIONS �_� ; 1 I Q�jl �, I � ; * 10' 20'� 10' i e, S.C.F.S. LAN CHECK 3 RESPONSE ' , -- -- t 3 � �""" i ; � � � --� i Recycled Header. S 03.10.1 gULLETIN 3-FOR CONSTRUCTION" � 1--. -- - 5- � `I ,s� � �6. � �.-.,�...,.„�_..,-..,.,. I ' i . _�i i � 4 4 ' ' � d Wood D k i�� ( 1 �. I � �o _�� 3 Raise ec. i (�'i4!}��;j:� _.,,..,_. ___---- ��,�,I�' � �,,,, ' -....-.�-.--,„ , �`;;�,v;,"_„`,. ;�� , , , � , „ , ,,,,,� ,�,,,, � � -' - 67 'i� o �� i' g.-.�i � �� 9� M � + � � � I , � � 4 t..".E*.`t��'�T�i11! � � �� ' "�(�. I II �� l, �/ , � �o�ecrNO. 22.559 DATE ��.��J.2��2 St7i � � �c^ �� <'r I S i i �' i ' ' ! SETBA�K UNE ' w .-.` i , Y3'-6" �g'-5" ,,�._.__.. � o; I Y _; '' ' I DRAWNBV AIB s� ASSHOWN - - � -- �� i ' , - ; y Sculptural Art Element/ � 6 _. _ ._ _ �� _ 1 � O `.. IOWfl�., N, I i i' � ..; , � L Si gna ge W�MiO��—�1 9�1�.T y q C2. . � * s.� '� •� � C H E C K E D B Y G L ; - ( i � i' ��.p�,„„, S.C.F.S., Typ. of (2). Included ' m � .� ,....�..,,,...y.,..�. � � . _ P LA N , .,__._. ,.�...,, ,,�....,,....r.,,.._....,,,.... ,_._..., ,,....., ,..._.._..:, �. ---- �-__.._........, ,.,�...M.._...._..._...._.,,.... v._,�,.�. -�.-::--�-� �� _ .. ''�.�� Budget , ' i ii , . , � � ` � x a � i � � � ..,, � �,� s� -. ; I , � �� LAYO UT � � ,� � ' �� IPROPE TY LINE � � w�' � � � I ��'� "�` � � � �� ' �, � � '� -F--- --�---- � "�"i�` � w '�' � � z� �' � �� '�, ��, �'�� w : �� -r�Tk -±---- uT� wr ;�-P; ; --�� -. - -� „ � ��.,��;....-� '�� ; _ , V1 ' � �� -- o - ., , �' �. .�. r ' � - ' i . . v ;� W � � � ' I --—' _'� o � --�� '�, �R�� ' New VTA 8us Shelter er ViA standords -"' � � � � � � � � PND °A N y _ _ _ S Z �P t�� Curb Romp, � ,_, ..._ _ �, --_ 2y�,��.aYm" r�� J I Tight Scoring Pattern VTA Stondord Trash Receptacles (to be Monolithic.Side olk � „r��4�f�: S.C.D. For Detail � , j m at Access Paths,Typ. collected b��A) per City standords; PeQestrion -� � ^ ■ � O _ ' 4 Concrete I�aying, �" Existing Street Light ' _i V Tree Grate,T 1, - Type 7, S.C.F.S. Pole, S.C.D. Scale:1/16'=1' �� at',&"1 ,^;"�' •J'f 03.�8�14 �Q�• r� � � STEVENS CREEK BOULEVARD 1�4 s.c.F.s..Typ. of (2) Monolithie Sidewalk per c�c;r o 8 ,e 3z 9r P� Q atondords: ; "` ' F OF CA��F� � Pedeatrian Concrete Pov�ng, ,,,-, G _ _ p . Type 2, S6.F.J3. � � �,�,��. _,, North O Zp'14 KENNETH RODRIGUES 8 PARTNERS,INC. ■ Parking Lot Light, ` , i I VALLCO PARKWAY S.E.D.,rYP. _ - ,.. ': --- - . ' 4 ncrote Reta Monolithic Sidewolk % 2 Turf Block Pavin Co ining Wall, per City standards; 9 � ! L6. S.C.F.S. ' ,��,. PedestrianConcrete --; .z -_ � (VehiculorAccess). _ 6. � ., Pavin9.TYPe 1. S.C.F.S. �y' , � ' Detoched Sidewalk per City ` � >�, Vehieular Concrete Paving, c : I stondards; �. ;r�� ?�, Type 1, S.C.F.S.,Typ. \�`�� F�+edestrian Cohcrete 10 +��Y �;� S.C.D. for details. � � I � Pav�n T e !1, S.C.F.S. ; �x MonolithiC Sidewalk � .. 9� YP /--- k,,�'� ,,,,7�r �„. „ � �i �+� per C ond ds: � - -_ . -- - - - --- r , . : , � f/ / y . .... . .. � ` ad n9 YTYPeo,crStC.F.S. ,__ ._., .,,.��< ..._,..•_,_�.,,_.:. _. . � � � � ; , � '�.--i;, �i, ,� i: _ .. __.,_._ _ ,�._ .._-..,�. �.. - - -- - � �-.� tr ;' ', i -�_ �I , , � � �� ,, � 5� �Ylk��,i.��..�r,��.i,�, �iGr �� ` � . . , - � .. , , .. � ; . . �, �..,....�. ..,-,., -..,�,. _ _,.-...,.. _ . ....:...�._, _.... � - .-, . .. .,, _ �,.�, . . . . r �t � � �� T��• �� I��,i ��,.�� . y_�... �� . . x a i � ; � -+i-- ---r" -- ------- w o �� - e�'�:1 `; - - W , � o� ._ � ,, �. ,:r ... �, � 1�-- ,,_ i _�- .,,,..,, ,__�.,_...,_.,.;,,-._..,, . ».,� ., . ,,.» ,..» , »._., ,.,.._.,. ,, ,,...._.,, ,. �4PlE - � ., ...,.., , ,...�. ..,-.,,....-. ......,,_.-... ..,-..,,...., � ,;.a�..._....,-SET�{�#< � �� „ . ,. � ' ,'. , ,.,�. ., �i. �� 1 i � �._,., , �,�,� . �•, _ , - � �-�� , � �- � .----- � ,..._. �� .� __-_j.__.� ,,� .�r, ; __ ' -. . _ ,r� .. ,_,'. .,�. . �, z �Curb Ram. �.C.d. .._....., � � 2� � , -- __ _ _ � .>�. ��w _ P � : ,� I 9. w , ' � � �'�V / � ��;:;. - '� ' � e i �, r. - . t.� ` �_„ .�. _.� . � z<-� �,N � � ) I �& ; '' l - � , 4 _, �. j _ � , - ; �� I '\- / ' ' Concrete Retaining Wall. �"``' , I `- _ �� ' a r I � �i'�� .l�_, � ti 8.3 S.C.F.S. � � �__�.�., - i ��_ � � � �� ' / `-�i ` ' Pedestrioh 1 ! _ � j� \\' � % � , � Vehieular Concrete Paving. ` ,' ( (,f Y �� ,- ; _ � I - ^ ) �i � TYPe 1. S.C.F.S.. Typ. Concrete L6.1 � �� - �.- -• ,,I 1 � I �? r Pavin _� , �.. _ �'� � � . I` S.C.D. for details. TYPe 9� 5� �\., � � � �\._� ' i '� � \ ~`~^�j � i ' �1 O F F I C E 2 S.C.F.S. \_ � 1 �� - i _ �.;�� Existing Street Light i i� 4 � � ! ; � = i:i� Pole. S.C.D. _ , Concrete Concrcte 4 1 \ \ ; �' � �j i �� i� o�� l L6.3 Retaining Wall. Retaining Wall. ��_ . ! -; ; � : 'ti ��4 Stoir �� . -.- . , i; a L6.3 L6.8 � ,� , � S.C.F.S. S.C.F.S. - -- � 1, 'r T; 6.6 w/ Freestanding , I ' ,'i w/Wood Fence Wood Fence � � '': - �---- _, , �' ; �,,� I : -� Hondroils. , ,' t' -r Guardroil, S.C.F.S. os Transformer � �� ( 5. \s._ .r- -i� I _ � Enclosure, S.C.F.S. � � rl ', � =� � Pedestrian Concrete I �; _. � '`� �� Pedestrion Scole Pole Li ht,T e 1, ) � � � � ? L6� P�V�n9� g� � �� : 3 4 9 YP _I � TYPe 1, S.C.F.S. mi. ; -� Ramp S.C.F.S..TYP• �� . � � L6.6 w�Freestonding 4 -��< ��, � � _� � � ^L ,�,:�.i c°•i Handrails. Concrete Retaining Wall,S.C.F.S. � � i In'; � - - I + i I t� � 4 Concrete Retaining Wall 6�3 , '' __; � ,_i � r i � i . i> L6.3 w/Wood Fence ' -'l y � ' ��J �" -- 1 Guardrail, S.C.F.S. � �E'�IN y � % City Sidewalk � � ❑:��; ! �' �� , �_ i _� � Pedestrion Concrete � � ° � Pedestrian Concrcte Paving, �� POV1�9• � � =j �! 5 , L6.1 TYPe t. S.C.F.S.,Typ. � ` I z � Typa 1.S.C.F.S.; ( �.,� .. 6'-6" I I` �'( I =' s w S.C.D. for Details. � 1 0! , �' � Vv � �„ ; A' ) �-- t ' ' ♦ � � ---- - ; � � , � Y � �� ; Q W �., , , ^ a�! � v�` , -..__ i' " S Q v ,: ; � I `'❑ ` ~• I �' � � '�� w I ~`` r � �` 2 Pedestrion ` `^- ? ^� � Z , IS ; ----' I I� L6.1 Concrete Poving ! � - � ❑ ', _.. j �? �Bond), ` C __;Zi � } � i -, i ( I � A Type 4, S.C.F.S. > � > a ! � � �,t� ,' Trash Trio, S.C.F.S., �� i � ! y �r�� °i Typ. of(3) � �?w ; �., ' � S - --( Sculptural Art Element/Signage �p � �% � �_6 6�; ° w/Woll-Light,Type2. S.C.F.S., Typ. � �� j v-.\V-./.^-.-v y^,-. ^-J � -� � - - � ' I I` of (1). Included in Art Budget � _ ; � � ' i �l '� I V^ � 1 i � O S ` �. � �1� '� .. . � � -�-� � -.,. �, �r� 2 Plonter Pot� TYP� 2� M� ; - ; �, � , �� ` QQ Qr,r ; k.• 6.3 S.C.F.S..Typ. of (2) , ? �� t' I . . Center on Building ; - :i � I � ' < .� ��.D ;,�•� Column. _'1 � 1 : ti . i •, _� � :_ ._,....,_� .�.. . .. ��...� d _ � � - �"j w 3 -�---�`. 2.5 Pe estnan Accent Paving, � --i � - „,_. � i i r ' i -� :I: i:'.:' i L6.1 Type 2. S.C.F.S.,Typ. ( } _ : � , � � • • : •• ••• ______ 12 Concrete ' v; ? �> ___;,. _, , , „-.-v..-.-, -.-��_.-.,-...-„_j �: :� Band.Type 1,S.C.F.S. y ; �Y 2 j � I � ' r�� _ L_r �� -� -� � .-i ` �-- . �-• �, ' Trosh Receptocle, _� � I I �' -_ k'::i �' S.C.F.S.,Typ. of (t) {' _ 1 _ � � G: .� i , � ` : ...�_.�.... .,._.,._:._.N...�� ..�. ��.�,� � ��• � Pedestrion Concrete Paving, !� � � i ;: � ' I :I; d`•F:::�-- ❑:,,_. L6.1 TYPe 2� S.C.F.S.,TYP. O F F I C E 2 � r •' ., ;; � � �� i �� `.:::� � � � � � � � _`t � � � Bench, S.C.F.S., Typ. of (1) i � r ' ' F:::'. s.3 --� � _��s �� --' �r- i �_..- �� :'i i _ , � '�; y _ I � � ; ; ; � � ! S ' � Bike Raek, S.C.F.S., ? � i i!I� wv I � � � q�, ' ' � ❑ TYP. of (4)-8 bike spaces � S _ ; � '�_ 5, , N� ' � - : � � � ' P�o�� 5 ; � - �� , , , � ;z � � ' Pedestrion Scale Pole Light,Type 1, _ _ : �� ' I � ( S.C.F.S., Typ � � � ` , • � «� � ❑ �� t�, � �F .__ .._.� , ( " ' �� Q I '� j � � � 10'P�J E j� j ��.7�'1 ' -7I�8•�-� . � ) �.i -! ' 'I� ! .. ;1 I�{ � , � � �� , ; , � -- _:,;�� ol � � f _..�._ ---' z' , ; �_ � � / ,.._� ' # � } � r.i� i ❑ `�,_( I �- I , � - � _� � (( , �. ��-��A 1�j� J � Pedestrian Concrete Paving. � � � _, � I 1 . ;i wI 1 L6.1 TYPe t, S.C.F.S.,Typ. --i =; �': I I i ; S �ti,; �r ZI � � � '' _ ti ` � �>.I�� ..,-r . n ...S I: 1' i �� ; , f, , , _: I ;� ; � � � . � ,� _ : � � ��i � � � � � � � � � � � � � � � � � � � � � �� : ? I � � � � � � � � � � � � � � � � ' ` � iMATCHLINE L-2.10 ' '�_' � ' � �� ' �-- �� .��,.-._....., '.i i^ / i i , �. i � ' \`-� ��i I ! 'r'� , 1._ :' I MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T N R O D R I G U E 5 \ P�R T N E R 5 I N G. ��s H o�i n w n i.m.� n o.e, s�i�e �o 0 M o u n I a 1 n V I e r . G A 8 5 0.9 6 5.0]0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Wnd Planners 181 Greenwich Street San Froncisco,CA 94111 T 415 433 4672 F 415 433 5003 KEVMAP (.J _ � I � REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13�� PLAN CHECK 1 RESPONSE 10.15.13;�2 PLANNING ASA REVISIONS 01.24.1 4%3 P�N CHECK 2 RESPONSE 8 ASA REVISIONS 03.10.14��, P�N CHECK 3 RESPONSE 'BULLETIN 3-FOR CONSTRUCTION' PROJECT NO. ZZ,SS9 DATE ��.��J.ZO��L DRAWNBY AIB sca.e AS SHOWN CHECKEDBY GL LAYOUT PLAN �v `�ymon,�, -'(` �`'° °��y/� T � J � L-2. 11 � $cale:1/16'=i' �i� ✓'J, 03�8.14 �P 0 S 16 32 9lF OF CA��P� North C 2014 KENNETM RODRIGUES 8 PARTNERS,INC. __- � � __ _ _--- ___ _ _ _ �-:__ --__ -- . -- __ _. - -- _ . _ � _ ' ------- _ -__._— _ ;; Y _ _ .. .. _.___ ,.` - ...�.__.._ _.- .__ '-'_ .__.._ ' - —__' _ r __ _ . ......-."_ �..... 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Y �� r�,, �•�� a �� ,�� , -, �„ ,q�� _. , � „ ,�t �\ , ,, � � , ,,,,., CO w� �� ^�� - / ��., �� , • ti� 1 -__ - - _ __ ......, ...,,, h A ' — <��c ,� , , �, � / � , _ _\ ``..` �'�.�. , �9 ugh. -- ---- � � . ,, P __�' __ . _..--- -- ----- - -...— -- -- — ;� � �,� � 4 �� -._.l�'�� ' � ,f � /(�"�, S.E.D.,Tyot � , , � �� a , •• ,' �� . �,, _t� � � ,,, �`.; �:�, '�� i. . j � ,,,�`�5r.�/. -_ .;. -�_� ; ,;; , „ �� Monolithie Sidewalk ' � , , t ' jf� ', l � � ,,.�•�",,,,,,, ��.,�d'+c�/• -•__�i � �l pe City s dords: n. ; _„ i � �-, t ' =-f' . �� "��, .,, �,� a, ,_ ,,,, �� Pedestrian Concrete � ';� � �, .� .ti, . . ' „ „ � ` . , , r, }l� N �J '�\ i�'J _., '�r, \%�\\ Poving Ty 1. S.C.F.S. � �� _. „ r_, � ; ,_ , �, � : ; �.Q -�,�,, � �. , . �. -�., " �. -�� _. , , y� �/ � `� ' �5 �r��C.� 1� � �� ,4� �.�,��r�;� __ � " � ..�� ',�- „1��.�.�, J^� �� \ ��,, ' ,� �'�� . , , � , � , , ,� �._l � ..=��. O �- , . �..� ,,��, . . y V , ' , .. .. .,..-` ,-. '- . ,. . , �� „ � ' . ._. . , . . " , , ,., ��,,.,.�i,"; ��'•�y W'_jylY��,V J �, ~ , � ,, ; , : "�..., , , y -.-v,-.._,� � _ -w..�.�.... \. ) � S� , , � . . _ . , ( ..... ,�. � '� � > "h- � ""`�� ti �� , -- �� a�� ' � ; t ; �� -s�!�n{�,_., _ � ��+�„�•�•�;,�, .- _ .� L �_ ti�_ - , � �� i � �. _. �,-,� . i � ! "��,� '�, s"i �(-,�� // �. (.�..... � �' � � ��'�-�-�.. v�_ � � � � � I- 1 �� . ... �i � ` .....- 1�' �� J1 1 ' ' ��'1.!.1_�� i ' ; � � /t ,... I�.....,,.;.� _ ._�-... . ._.,._._�,�-._ �-� . •-�; .�.�. _ _ , , r_ ,� � _ / , �„ ,� � " � , , � � i I � ��i7�( -6��/--- �y%- . - 'f✓, � . _ U" _ �'. �� ' ' � a� ��J�.�ti. ' �1a" � ..��.,__� . .. . .......� 1��0 � � V I� _=r�y`ty,Lt!n�, I ) ` ' i 1" .�. .."" � -�� ,�. , �� '� � ' , �. � !. .. .. �� .i(Y�..... : ..... . ..�....: ___._..- -. .r_�__ _� � .. .�_ __ �.-..�---�! '� . . ___- J ,� t �� '�. . .. .. . � _1 I t .... .. _ ,..-_.... , . . l.s. . �`..,__._ �:� �Z' 9• ti. +�.�� 4�.... . ... .. � ; � � S � _ �__�� ii i il - , � > < ;. � ' ; , > ( � �� 1 ,�.'� i I � � S �� ) `;' � ":::' Pedestrian Concrete Paving, } ;p., � � �� 1 ( , � i � > •t• ' L6.1 T e 4, S.C.F.S. �� .,i � �^-,�-_,_% ( 'k . .. ; � ; I , � :�• : ::::� YP OFFICE 1 � �� , �� .. - � I � ��-�._ �.. , �� .r.... � i r� ; � '�(, � ''��" °� ° " ,. Cofe Tobles and Chairs, T.I.. N.I.C. )i �--�=� ; � i ' .. �� . :. i.WV , �. ,, , ,� � � -- � � ' Pedestrion Scale Pole Light,Type 1, 3 � ��--�-� � � � � .�. �.� :,� S.C.F.S., Typ. _ �_�...�° ; i <_ / _ J '� i �• �� ' s �� i ? it ' � + I � I � `; Pedestrian Concrete Poving, 4 ' j � � �, �� W ! L6.1 Concrete Retaining Woll, i i �! N �TYPe 2, S.C.F.S. L6.3 '� ' '� I < , ` S.C.F.S. � j , z I ; o � -� ' > `� 4 FDC Woll.Type 1. S.C.F.S. ' --.i �; �1.. - = I � , ; , � 6.4 Detached Sidewolk per City I _._ (�� ( ' � I ? ({ i ' � standards; ; � � , � ' �;,S � Pedestrian Concrete �' � ` Q I � ! � � /''�,��,�� Pedestrian Concrete Paving,Type 1,S.C.F.S. I � i; ; � � � ,} � ✓ L L6.1 Pavin9�TYPe 1, S.C.F.S. r' S� � �j � --� � � �� __ � � mi. � � � � I > E '� ( �.... N , i� N � �s � � . ;:,�;�, ; � � : J � ' �� ' � ` , � � ' � � � �� , S � i i( � , , I W ....\ I '..�___ i '{'_ ; i 1 Z �_1t�S _' _ � � � � I —� �., . -� � � '-' � c - ' S � _ t (, ; p,5 = ( i�.� ° � � � �'�( � ' > � Pedestrian Accent � V � � `� � � _..� � �N ' ;< < ; -� � L6.1 Povin9.TYPe 2. S.C.F.S.,Typ. H � � 6�-6� O � � i � � � ❑' � � y � � 12"Concrete ( F --� ' � S ; � 8ond,Type 1, S.C.F.S. Pedestrion Concrete Paving, � _.� �! ! l � S % � Bench. S.C.F.S.. L6.1 TYPe 1, S.C.F.S. ' ; ^p ! � ' L6.3 T of 2 "�' t �� =� 1 ;� � > � rP. � � O F F I C E 1 z P�a�te�Pot.ry� z. � � ❑�� ;.� ! � ? � Sculpturol Art Element/Siqnage w/ 6 3 S.C.F.S.,Typ. of(2) � ° -.� U, ' ;} � 5 Woll-Light,Type2, S.C.F.S.,Typ. of ) ! � I I I �"': � �� j ; (1). Included in lVt Budget. � � � `� % Q �. ,} S � Pedestrion Co�crete � qo i — _ � � ; Trosh Trio, S.C.F.S., � Pedestrion Conerete �g,� Paving, Type 2, S.C.F.S. ' ? • i � I I c, � ;? S � � TYP. of (3) L6.1 Paving (Bond).Type 4. ' ; H � ' ;� ';l i , � S.C.F.S. 1 ' � `c`"�> H _ _�_; � r � � Pedestrion Concrete } ,�-� �J;��, Bike Rock, S.C.F.S., L6.1 Paving (Band),Type 4, �� u � � Pedestrion Scole ' ) N ��'p ^ ;�, � 5' ? Typ. of (4)-8 bike spaces Pole Light. � S.C.F.S. � ± � •-s 6• "' j> h ' ;� Type 1� S.C.F.S.. I � \ I I '� �� ? � I � j Typ, �. � �..� �^ -.�. -.. . -�. .� ..�.r .- , .� .� �..�-...-.�.,v. .., -�..-..v. � '� t' )' \ '.� ,-.�.�.. -,.r..,; - ..�.. � .-.. � .,-� �. -., .-, , , � , ; . , ._. �.. \ �✓r, .;} � '�� --'.1, , -.,-�_ _ ^,_ � , � .�.r..�,- _ .,-..�.-...-.,-.� -�....�. ..-..-....-.'. i ' ; � �/. , % : D O � � � � � O , ��--" I Y I�v — �� - � ❑� � �❑ �❑ � � ' _ : , ,._..... - - _ c � � �o° . �J � . . ,,. ^ ' TYP. T T Ot �� ....,_._... — — > _.G� � '�� > I � ❑ � � ' } `� .I'li� ^ ' � . SL, , �, � ' , 3 n ; ►„'W � .... .._u-_�.,_....._..�. _ � _ J 3 : c.; �-. -- --...- -�---- - ---- �--7 ' .- :-- -�— � , `O / — — .�; ''. _ . ..r v,.,..�.��_�...�.�.�„ . . � i � � � i � i t0 � .�. . I � � .....,. ,.,r. -.__,-:.,.-�_.� ._�,.�,-..-.�.., �-� .^.-.- - - ..�..,. _ _ ,.... ,,_ . .,., ,,.._...,, .-..-_,. . „�..�� 1� . / � I Y � �� v - r . �-,..__ ._ �. , .,_ „ , . _ '.. � �, � � _ � _., i r i ; , � ` ,___ . _. � � ap ' � ' � ' 10' i � .__ � F ,� , __._fi � , � , E . � , � ; � �. � � � t�❑ �, .,, , � . � ��.�.._J � � I I I I E � I f I I — '� � - � � ' , � , � � � j o e i ( � � � �;.. ( �e �,. , � I I�:' I � �•.e . . — — . . — . . — _ . _ . _ . . . _ . . _ — _ _ _ �\\� . ' \ r-, .-..,.._..,!'._..-. �� - — - �� -- ---- _ — � �- -' --- _��.._,_ � ��_��'. � �, ti.��. .� -.-�-.,_�-,.., .�.� . , , �� ^ .,.._�,.._.� :: � , ; � `; > >,� , , , � � , ___ , , , r :�: .k::: ; � `��. � "'o�, � ? �i �j� � � � � � � � � � � � � � � � � � � � � � }. � � � .}. � � � �I� � � � '�' k::: - i - _�-; --�- � ; � ,, ,; ; .; MAT�HLIN L-2.1 I I I - � t..• �: � 'I ,� �. e % � i � i � � t i i F . -t i � ' ' ' 4 FDC Wall, ��,..._�._... ) ._ . / :� , �- � '�, �: .��, � _ —_ . ; a , i., Ty� � , - ,_ .. . -�3 '- ' `� I��I I�—, �-- ±��l* _� ,.� 6.4 c c c c 1 I . � � , i Scale:1/16'=1' 0 S 16 32 North MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R NENNETM RODRIGUE$ f GIIRTNEN$ INC. �,s N o��n w n i.m.o a o.e, s�i�. x o 0 M o u n t�I n V i�r . G� 6 5 0.9 6 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Archkects• Wnd Planners 181 Greenwith Street $an Froncisco,CA 94711 T 41 S 433 0672 F 47 5 433 5003 �'� N � , � K � REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/� PLAN CHECK 1 RESPONSE 10.15.13-,� PLANN�NG ASA REVISIONS 01.24.14%3 P�-p`N CHECK 2 RESPONSE &ASA REVISIONS 03.10.14 4� P�N CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION" PROJECT NO. 22,rJrJ9 DATE ��,�rj.2��2 oRa,wN sr AIB scuE AS SHOWN CHECKED BY GL LAYOUT PLAN PNOSCApE �. �a9m0^,y C` �~� �r�,y�� - � � L-2. 12 � '�;. .rJ,qr 03�.14 P�Q. F OF CA�\F� O2014 KENNETH RODRIGUES 6 PARTNERS,INC. ..._. _�' . „� J / ti / '� � �1... t ♦ i -� �� P /� � ,' ii m l ��•♦ .� , i _�; i �� :�.�. 1 �I . , � ;�� i� ', , ' �' ? � ___J / \ r �-/._ � . . -- -- � - -r�. .Y .a, , -' ��J�+. .�. .� ,. , , � ,, � ; � ,; MAIN STREET � _ _ _ _ _ - --- - , ___ , _ � o _ _ . � -e _...,. ..- .-�.... „ _ ... .. /' •R � ..... ...., i __' ' . �C,-. - i _ . . � � ,J , � ' 'O i� � _ /^ �(' .,. . . . � � . ' ,.. _... �. a,� w'. / � � . '- °._._ ...::�.. ' /; � ,' � , . �� :.,.;.,, . \ � / _ �,�J�� .- I -._....- ,�.. ti �� . i -5 f,5� �5 ;5 Perimeter Fence. - ---�--= / �t / � - ---- ,� � �� o � ; , .�� 1rP�,.1,�. �- ,, ��= _ �� C U P E RT I N O : , . f L .. � --1-- ` :.... . .� ` � , � � `6 � �� , � � Y Pedestrion � �� '�' , � R _ " � 5' .-- z � � _ �s.i co��t� Pa��g. � �, �; � �z� ,� .._. �� ,��•;��/ STEVENS CREEK @ FINCH � ' Concrete Ram �-' `� . P ' ,�� ; � TYPe 1. S.C.F.S. ' � . � `� �� ._�� `�'/Freestandin ' �-; - - ^., t �-,= � %� � -----=� _ CUPERTINO, CA . \ _ �-�k -%� � � 1 Hondroils. � �I, = i �:i � _ � �\ � r- -- Type 1, S.C.F.S. 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E --£� . , i- �TR - , iR n �-°- --- �. r- +W+�' Jr TR � - �JT � - -- bV -- - - - � , . - 4v _ --------- -- - � -- -- -�------L . - --- i ��.'. m ,_ '•., �.f� �. V. ,d.; _"�,. _,-' . ,.,r :. .i ��.- ��_ .. ._ � .. � , . y " � '_— �, 4'`?$ ' )e � � ....� �.�+ ' / . �'2�i�,�s�%' f. � � ��- � � �� STEV�NS��CREEK BOULEVARp �� ,�� ; �� r � `�-- � --._ _..__ . � � New-��'V1'M�us ShCREf(pe�V�IS stondards) _ ----- � -__ --�-- ��r;��°.¢, � � � __ _._ ....._._ __ _ _ _.._ _ _. _ -4 --- __ ` -- ' � Sidewalk er VTA Stondard Trosh Recepfodes (to 6e ,-` ' P �,rr"rw,��x, � ' City stondords; Tree Grate,Type 1, S.C.F.S.,Typ. of (6) �� collected by VfA) `. Pedestrian Concrote i �.��«s-�s � Paving, Type 2. S.C.F.S. Sidewolk per City standordsk Signage Woll, t.b.d. ' (DEFERRED SUBMITTAI) Pedestrian Concrete Paving,Type 1, S.C.F.S� �'�^�'+x"�"^% ' ; Monolithic Sidewalk per City stondards;' ' Pedestrion Concrete Pwing,Type 2, S.C.F.S�. ��^"�-�� ' I Vehiculor Accent Poving , �, Type 1, S.C.F.S.;Typ. S.C.D. fof detoils, I -- �.�.�U:�,,,,;;�r s�r I �_ ' iGYMA'i5`�"eFe 43,W? � I I J ,' � .��,w�.�.- �" ��:,�� ' �.r,�� :w. t ,...�;.. {:. _ �� r��,;.- � �+i.P�e „ ' � . . • I �. � �„ ,,,H� r ` , ,,, � -' , u ,, . _ �..��n - ,. -.. < - _._- - - -- . , . __ � _ ____ __ _ _. , _._ - �� -- ` - ' Scale:1/16•=i' _-- / ^ I � ��„': ee _ I 0 8 16 32 ; . �wa r�z^,r�,,,ra ' , � rra��r�t:�u..��x ', . �_ . � �' ' North MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T M R 0 D R I G U E 5 i G�R T N E R 5 1 N C. ��s N e r i n w n i.m.� a o,e, s�i i. x o 0 M o u n 1 i 1 n V I a w . C� 6 5 0.9 6 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Greenwich Street San Fiancisco,CA 94111 T 415 433 4672 F 41 S 433 5003 Ker� _ N ., >�' _.' REVISION 11.15.12 PLAN CHECK SUBMITTAL SET � 09.04.13/� PLAN CHECK 1 RESPONSE 10.15.13�2 PLANNING ASA REVISIONS 01.24.14/3 P�`N CHECK 2 RESPONSE 8 ASA REVISIONS � PLAN CHECK 3 RESPONSE 03.10.14(4 •gULLETIN 3-FOR CONSTRUCTION" PROJECT NO. 22,rj�J9 DATE ��.�S.�LO�2 DRAWNBV AIB sca.e AS SHOWN CHECKEDBV GL LAYOUT PLAN PNDSCApF a mon Y C` W2�'4.�� N°•�J,� v j T n L-2.4 -� i� .1'J, 03�14 �Q� 9lF OF CA��F�P O2011 KENNETH RODRIGUES 6 PARTNERS,INC. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R I G U E 5 S P A R T N E N S I N C. �1 5 N e r�� W h i�m�n R o�E, 5 u 1 1 a 7 0 0 M o u n t�1 n V I e w . G� 8 5 0.9 8 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Grcenwich Street San Fiantisco,CA 94111 T 415 433 4672 F 415 033 5003 KEVMAF N „ ��'�� ,'��.. /.,, REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/?� PLAN CHECK 1 RESPONSE 10.15.13,� PLANNING ASA REVISIONS 01.24.14/3 PLAN CHECK 2 RESPONSE &ASA REVISIONS 03.10.14�,� P�N CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION' PROJECTNO. �L�L.S�J9 DATE ��.�rj.2��2 oruwNev AIB scue AS SHOWN CHECKEDBY GL LAYOUT PLAN PNDSCApf 4. VYmon N l" �2�'�� °�',y�'' �� s � � L-2. 5 ;. � .r�, ni�s;< ��Q 9lF OF CA��e O2014 KENNETH RODRIGUES 8 PARTNERS,INC. . --,-T-- ri ri ri n n n n � � /� /- -i � � � � � � � � � �'lrr'Yi'��I��'� � � � � �� -i � � ,, � ! I� . �} , ' 4 FDC Wall, Trosh Trio. S.C.f.S., _^; - �� ' � ' TYPe �. Typ. of (3) ---� � I ' L6.4 S.C.F.S. Pedestrion Scaie Pole I � Pedestrion Concrote Light, Type i, S.C.F.S., , � ` I i '� Pavin9. TYP� 2. TyP• � �' N I �' � > L6.1 S.C.F.S.. Typ. R ET I L � ' �_ � � � �� `- � Vehicular Accent Poving, ' � Pedestrian Concrete Type 1, S.C.F.S.; S.C.D. � �`; ' N i i; - i % Pavin9. TYPe �. for detoils.TYP• ' -J � ' ; i L6.1 S.C.F.S., Typ. j ! � ' w i �j � ) Vehiculor Concrete Z ; ) i '; I Paving. Type 1. S.C.F.S.; ! � � � � � S.C.D. for detoils. i (�� ) � � � , , : _ � - : �;�; , L ; � , nJ � - , - � � ' �� ' i ; � _ r �B _ � - =-- -------- ------- - --- ------ � �T�T__�'."Tl _ > �, . _ --__ _ __. ___ , . . . . .. � \ p�. . ;- ; , , � ^�i ' _, ,t. *? � i i -�-,, ; + - ---�------� -� v. Q ; � ..i, t I 1 . , � �� + ! ' i ��:'` \ I I✓/ � ''� i ) ` �� , � `t�i � 0 _ OT OT OT � - � - O - - O - - O - - 0 �� I C' , �� y ; , _ _ _ - - -- -- ------ , . .-,�. . _..__...,�_,__. -----�-- -`�J �, �� ` i�� ua w e�co ;�� i�� .� � �� ' 1 , , , , , ; �_,�._ � . L=-� �'; � - t�.-- �� L.�.;, . , ,, , , ,� _,_ ..-_� � -- ------ ------ - --,_1--- - ' - - --------- - ---�- - , .- ..��.,,.�,�__�. c:, ..__�.�...�. � ;.r, `r tt- , , �� : 3 oo�u+�tw. � �I 10'-4' 10'-4"I � �. , i � � �� , ) .-�- ��-S r' . y - -- � � � � e ys �� DG Povin, �` �-� ..� � l�__.,.,__,....,, . _._. ..... Trash Re�ptocle� L6.1 S.C.F.S. e� � ' � 2 , a�m"ce � '� i -�; `,� S.0 .S., TYP•�.i3) � ;r, �> 6.5 Plazn A�cnt Wall�. I - - \ ' ( I l✓' ,� . ,�L' � 4 ' V �J ,, J� �� `.:[; , G Pedestrion z.5 TyfW�3-5.C.F.S. � '�" 3' dree Grate,Type 2 Wood Deck Pwing, ,'� y�,� �� T=6'v' -- --�. � -F✓4'- L6.9 S.C.F.S. ------lII�uded-'n-�V �----- ----� - ---- Vn 1.4 S.C.F.S.,Typ. of (8) Po' 8u�t. n,. �i . �,� - ,_, ' ��.....��..,...,.... -- -- --- ----_ .�--� `'` Pedestf;err-Scele Pole Light, . __ _._ __ _ . �- Double-Side�- _ _ _r.__/ _ S��YP�,YP� ___ _.. _._._ _ __- _ _. _.._.._ __--- _---.... .--- -- ----� ' - --�----•---rt � , � � ___ h f _ _ _ __ i� � �� , rL TYPe 2. S.C.F.S..Typ. Fireplace. S.C.F.S. �. 12"�oncrete 4 FDC Wall. . , ', ; ,,. =.. ' ' '-,5 - Cofe Tobles w/Choirs. :�c L6.4 Included in Art }� Bar� Type 1, `-' ! 6.4 TYPe �'`� �' T h T o SC � � ' ! �� : / ' � � I. , S.C.F.S. '' 'i e�� 10' _._, �- v'J -F.� - - of () v,• ' � ---- ��,_�a.G,_ ros ri F.S., ' r: �"'�t��- � S.0 F S. - v�-�- � 2 Permaloc �r--� �_�� ' - ,�. TYP• 3 �^ , I� y �.� �, ,�j ``I" ' �`^\} �C�il ��' 6.'Z DG Edginy, ,�; R'°°'-II`y`�'�' _, in t� ', i ' `� ' i �=-j�'� TYPQ � �� . . . :°�� I '; .. r T�T 1 10 ' � � I ,��`'S � �:i � t I ._ � �'` , 4�• T o c ,� - �� ; ^; � �n � � � � �: O' , I � . .. _.�.... , � E I ; � _�f. .�. i � ��, � : I �.�; ) --- \ i �\ y (i i i _ . � . . . � � - ---.. ...._.. - - V� � -r .-�,, � _' � � - - , $H��2 -- - ; ! ) {� � F� �_ -' i � !' 's� Q'1 i 7' �; I �o /� to be��{e�__-�'F!y ' � \ ` (� t � �..= ; ` .� � `o •� I _ under:peparute 1_��;-�� ' � i ' \ � f ' I . , , , � � € ' ) 1 ,� - t�7 "� 3• I ( �-=�a9�• ,r � i cr, �; �..� ��:_ ' �� `n� � '��+ � � �;,, �� - -- ��-- -- - --�------- �- �-=-� "; �� i,, • ', N ' � Q'1 � ° �" ' � � � � � , ' I , � � � � - . , � �7 ; ; J i �_'-� � � ",�' . � ,��"p� ��'t :, -,�� -- �--- - --n�� . ., _ ! � , � , � , __ __ _---.___ � _ w - � �� ;� � ,� �. � ,� �� c„ ;.,,�N �� , `i 4. � � ' � p y. a o Z ;., " ` 3'-6' ^I �'� i `'� •' ^` J I Q � <� �� 16,-6' 'S'(� � " , � ��') . . . -- - - C� � �. _ � �aw&x �\ _ , _ � , � ,u . ' �COLUN , � --- -- � U 7 � t 9�-6" 12'- 12�-6' -6" , v � ' ' , , � � / , � � _ �� r;,.,v ,�.�" � : ?� Sculptural Art I ; ,� I '��_ -\ �� Q .,� � � � ,-� Element�Signoge � ' �� -�' �, � ^ _ „� � �._ ; � � �1 �� 4 ♦. % _ i , ��`�- 1` � (i , � .S. 0 0 _ � _�.�.. _. .� ��.,..�, � ; 1 i � �� ( ° � ; i ,� ; S� , 1 ; r /'� � ,S � ,-V✓ ; -�- �-� -� .�_ .� '�i ; � , TYP of�1�� trian Scele I � �� ' ��.-.� V -. "�� ,' � , j�� I %' 4 Z� � � �; .:t� Bud eed(in Art Po�le sLight.Type >�'� I '-J � , � �-y`- 1 0 0 o n o 0 0 � ❑° ❑° �; � 1 � ! � � , � � 1, S.C.F.S.,Typ. ' ,� _/ ., W '/,� , ��-�-\.`j 9 � ; . � �.; ;� �� , i; 2 Aggregate Pedestrian Concrete ,� `�. � � �Z � ; _�n�. -- ---.. .. - . < �� .-.,-.-,._ - ' � �(? L6. Ed g . . . . Poving.TY 1..16 � `k , r �` ` ��_�.,� ; 1�� I i i rV 1 � i.� _.._ ' TyPm S S H O P 2 S.0 F.S. ( ') � j � tii _ . � � ' L � � � '` � � �� t � ; ' Strand Lights� 4 I �� -- � - ` �6 L6.1 Pov n9 t TYP� �. ._ ,�� ? i� '�- ,; S '' -� � o a � 7 � ----- '�-j �� l ' � fi Type 1. S.C.F.S., L6.3 � ', � -; :� ( � � p < S � � � j � i ., ., , S.C.F.S. � I 1 l , � , � � i ' Typ. of(1) L nge Furniture. ' Y +-_' _ � i ',� ' ; 1 ( ) ' T e 1. S.C.F.S.. I...__ ) / `� ; ; � t 1 I , Trash Trio, P TYP. of(3) UP-light. �J�=:� Up-Light. ;� � ; i ( �i..`� ��t;, �.,i� TyPS{F(3) P destrian Accent 2.5 � TYP� �. ,� � Type 1, S.C.F.S., A ? �) ,:� ' � � � � - � ' � � S ` � Nest'Table w ��S C.F.S.,T�� YP• �3) �` � YP• �) ; i } , y � � '� / � 9� YPayP L6.1 T S.�CfF.S., ` � T of 1 > ; ( � ` ' S Wall,Type 2, 6.7 C ncrete Seot Woll 3 _ + i � 2 Raised Wood 3 r r' � , ��+' y� � Concrete Seat r YP I _ -- i ' '_ ; , ; � ' � \�� Concrete 3 S � Deck. 6.7 i j ,�( ��, and IPE Wood 6.3 `( " ' Slats, S,C.F.S. T e 1, w Wall Planter 6.3 , � , k :� � _ . ` �'"" Light.Type 1. Wall. Type � ! estrion � � 1 > j, ' �� r-�. \ � ' Included in Art S.C.F.S., 2, S.C.F.S. < P�d � � � � �'�� Bud et. �� 3 �� Concrete L6.t � ;�� , ' � � �-- � � S S � 9 T of 2 li hts - �,. . paving. Type 1, t i �� ) ' � '' ' � YP• i) 9 Bike Rack. � I n �~ Gotewo Feature. _\ ' / ; : i ; I -- --_ S.C.F.S., �\`a\ �i' ( i � •, ` S.C.F.S. � ,(�p > �: Type 4��S C.F.St. 1.4 6. T e 3 c Edging,�� S�b ke�spoces ��' .��--,--�--�-� D FeR E SUBMI7TA { -��` � �� ' ' � � � 'y J Typ. of (4) S C.F.S.,Typ. '�' r _::_� ( D l) _-\, � ? ' � � -O� t ' } �.I j �.,; ' Up-L.ight. , , Woter Feoture. ..�..:.` \ 1 .._._; ! ! -- > >-- �„ j� T� of 1 er � � SA.D. � ' { � �- ; �,,,, ,... _ ; � „,�,,,, �'-,,, 'T 2. S.C.F.S.. Concrete' Bench. S.C.F.S.. S � ,, ,,,,,,,,S ,, _��N, . ' OI � I" L6.1 ' - - YP• �) P 2 � �� ao Pot. Poving.Type Typ. of(1) ,.,,, ,, �, ,,,, , ,,,.,, �- „ ,,, ,,, , „ , S.G.F. , . „,� �,,}, l "'"";,, „ ,,,;T.,-�rw � � � '.. �� '..� .� . . , , ,,. „ ,,,,,, ,,,,, , „ ,,,,,,,,y „ ,,, ,, , „ „ ,,,,, ; ,,,,,,,, �f� � ,�o Qo o , ,,,, , � -- j5 AC �LINE�� w ,-,, / . j - -: ; -: ,,., , � O � n /-� /', E"� �'-�-�4 � �j � M� �� i�� ,�, � ,�i,,r�' 4 4 -Icv ,� ^+ , ; �_,' . . >� ) - 1 -�� _ _ � I � . , ,.,,. ' '. , . , . _ I - �- _ � ,�� ; '`-J�) i � � � i I �" .� � i S� , 8� f t , '� 7 ,O � µ ..r.y-» ' 'T � ' - I : i � . ❑ ❑ . . : . , . I�J �-}-�-� � � ^ � ' .� � o , a o` �.�-.-..,-.. -..- j� ,. .-� T-r-r`k -r-.�.,,..- _.,�-.,�^-�: , i ,I- � 1, �( , ' S LLLJ � __'___ ' � ____-_ -��=--�C ' �'G' �� 1 �� - __ -_ . PL +' �c-� �'« �6' 5' - 9� .,S � t °� - • � , - ' -- �i✓ ; , ,,.�._.., ,c ,....�.,,...., w....,5'_, , ,, -,F� � I ' � o<� 12�-- - � _ _ . , ,,..... ,. ' �!."", �I � =oe � �r.. , „ ,,.._�..,, .,,..... ,,,. y� ..., ._�..,..._.., . ...�._ .��...__._....,..,..,_ � "`��.�,_�.�-_,..�_,._,w�.,�_�. ..,�.. � < � ; ,�,;; ��, _�,_ o�� , _ � -� , - ' ' ' ' I �'t- � �.,�-�..� �; i __°_.:__-r-----�-'�""_ ---7 . x a . . ; , �, � _,..,. W � � L , _ „� � ;, ••_- _ � ; i � � 4 S�, : � .. o� PRO � �i _ �'='f'� ; ._ ti.. , ,-� � , . , , - ---�-�- PE LI . ��.�,,�,,...�..�-�..,,,�-..�, , , #..�.,.�. -ti. -�.. _; _- __-- __-- r - --- • � . . - �-��-, ' -�'" , i . . . � : . � � ; , � ' • T I . .__....:..... ...i � a .: i' • - +� I -_ I� � ; '� , � 1 ` 4� T , _.. _ � ----�- I - � � ! ` ` � � t � � i`�� : , , � � � ' a ' � � ' j �s � 2 �a �. . � Qq. '�, CQ. . I , ' �-- _ ;. _---�;`-...__.__.___-- * i 6. Handrails.Type 1. S. .F.S. � Monolithic Sidewatk I a STE'�/ENS CREEK BO;ULEVARD Sidewolk �c�t e�c;c stondords; � , Tree Grate.Type 1, PQ Y F Y � �� 1.4 S.C.F.S.,Typ. of (6) 3 �� /�� stondords; , Pedestrion Conerete __ _ '_ -__ , __ --- atsed wa� cR._ . Pedeatrian Concrete _ �__Rovi�g,Typ��, .�:•:� 3 6J '� Paving.Type 1, S.C.F.S. „ . ' Concrete Seat Tight Scoring Pattem ot S.C.F.S. 6.3 Wall.TYPe �• Access Poths.TYP• I ' S.C.f.S. (DEFERRED SUBMITTAL) � MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H F O D R 1 G U E 5 { V 11 R i N E 0.5 I N C ��s H o��n w n i s m.o R o.e. s u i�. �a o M o u n 1 a I n V 1 e w . G� 6 5 0.9 6 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. landsppe Architects• Land Planners 181 Greenwich Street San Frantixo,CA 94111 T 415 433 4672 F 415 433 SOW K�na N /- I '''l�` � � � � aewsior+ 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/� PLAN CHECK 1 RESPONSE 10.15.13:�2 PLANNING ASA REVISIONS 01.24.14%� PLAN CHECK 2 RESPONSE &ASA REVISIONS 03.10.14�� P�N CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION' PROJECT NO. 22,�jrj9 DATE ��,�rj.2Q�2 DRAWNBV AIB scue AS SHOWN CHECKEDBY GL LAYOUT PLAN 2yt�,�+o`aYmon�,o-•�+y/ � � �� n _ � � L-2.6 Scale:1/16'=1' ++ .�'T �3�H 14 �Q� 0 8 16 32 9lF OF CA��F�P� North C 2014 KENNETH RODRIGUES 6 PARTNERS,INC. � � - , y� � . 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J � �� / ��/ ;� �� r �/ �., ta:.��a .�_ \ � � ,: \ �%'"�`�` � � y� / �l,.� � .�'�j ` , (�`� �l `� � / •jF ,`�:,:.,\\ . �� t �-:�� ti.r j�_ �� E t?I4 f.t� .'.:�,�: ; , y� � � _� � tfT�%� �r'�'' � , ��w�� ;�,�� `� Q - % �� .i. . � y '��:�, '�n�� +�n .S -.'� ' t �<`�� 2�� `rl �`l �� . ~ � / � a: n � �� / 'c� �� i l % ,>"-. !/ p� /` � ;c'�. "'�.�- w..�.�.... � ( /u^ �'�"` •'.v�, . _ �k.y h�� ' c \ y * �.r � %� �<..i' �/I�;N c��, _ . ��'/, a��4p �^� ,( �.o` . . . �`•'yv'"�. / � � i �_ �� :� / / � �y` h `' /�� 1 .. \ �1 _ A, `� � i � ,.,��` � w' �' \��.� ��, \Y � �'� , J �� . � ��_��. c:� � \. .'\\�; i ' i � . ` i i ��,0' `�� . •�` L_ _� � /� MATCH LI N E L-2.9 `z � -' v`�.-y�.�' ' � ��-,�; , �'- `�, c ' � ��`� '" :�� ,-.z, �RqR ' ♦• T � 1� �J!I � � ^n � \\�•_, \��\� � .� `.�� . tih.. I 1 I I 1 I 1 I I I I �, � N J I W Z � J = I V Q � � I � � 1 ' ' ' ' I I �I �a' ��'l. �`L ~ � I . .,��T�_`� _��_�''. \\ �'�.. .Gi .,,, ,`\ ?' �..5) . � ` � ,, J�. . . Wood Fence � ~` F `' os Transformer, BFP, PN, FDC 6.8 `1, � ~�_�� Enclosure, S.C.F.S � � �~�� ( `�\ Detached Sidewolk per City - � /�\�' (� \ HOTEL "- � " TRASH ENCLOSURE (DEFERRED SUBMITTAL) GARAG E standards, Pedestrian Concrete Poving,Type 1, S.C.F.S. G E N E RATO R Wood Fence� (DEFERRED as Generator 6. Enc�osure, S.C.F.S SUBMITTAL) GARAG E .�• Ramp w/ Handroils, � "' See Garage Plans. Pedestrian Concrete Paving, � Type 1, S.C.F.S. L6 Stair w/ Handroils,- See Garoge Plons. Pedestrian Concrete Paving, � Type 1, S.C.F.S. L6 � .��, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � MATCHLINE L-2.6 � ' // // //' ' / ' ' �-a, ;;\ / �,.� `'< < //� ��. .;,� � �%/� � � �f�'�. '�.��- ,-�' ;s, f�� . �.�`\�. 1; �� .,,� �s�s �`� J ---- _ •., ;. p.� �.� �,�.� :� � �f'',,, %•,� j ��,�� I �.��/,~ Oi�`4 �\\, ,e� '\-�^'�-�_�1O r 1 � ` ��;.�., �. -� > l� ��,J, ,��,� � ,_ -�,�L ///?/ ��'� �f / �� '� � � � I � � f � -- 1 f I ` I � � - � ( ? I � ? �--% I ^' , J _ I W ) I Z S ��, I � S � I � is � I � i> _ � � � _ � �� r� �''. _ ` --� I � > , � � � �� v '� a , � � e� � �� ' �,� � ,�� „ ' � � _�_� f Scale:1/16':1' 0 8 16 32 Nortn ✓IAIN 5 I K�� I CUPERTINO TEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 3 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 K E N N E T M R O D R I G ll E 3 1 P�R T N E N 5 1 N�. 1�S N o r 1� W�I a m�n R o a!, 3 u I t e 2 0 0 M o u n 1�I n V 1�r . C� 8 5 0.9 6 5.0]0 0 THE GUZZARDO PARTNERSHIP irvc. Landswpe Architects• Land Planners 181 Greenwich Strcet San francisco,CA 94111 T 415 433 4672 F 415 433 5003 �vr,�nP .15.12 PLAN CHECK SUBMITTAL SET .04.13�,,,?� PLAN CHECK 1 RESPONSE .15.13�2 PLANNING ASA REVISIONS .24.14/3 P�N CHECK 2 RESPONSE 8�ASA REVISIONS .10.14 4/� P�`N CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION" PROJECT NO. 22.�JrJ9 DATE ��,�rJ.2��2 oruwNSr AIB CHECKEDBV GL L-2.7 � per ' �ds; -ete V 'F.s: � '°qRk��O -_ qY _� � , . �_ -� Monolithic Sidewalk per City �"� " standords; ,% � ` Pedestnon Concrete Paving, � �. „ TYPe 1, S.GF.S. �-` '-� ;y l p• ',, __. � \ � � �, - inty Lot Light, Detached Sidewalk per Ci �' _ �,,1 � � �;^SYp stondords: �-� /� ,� , - � �, �' Pedestrian Concrete / `-, � , � �� i i � Paving.'�ype 1, S.C.F.S. �, � y� �J��.�/��,1y- _.�. � ;r<Z� �\ �-��i�� .�``�. v �,,, �, ,_�� % \ 5'�� !S15�ij�Sr.�:."L'i� "�% -\�� \-� _,��\ � ./7j� `�� ``` � �'�\`. \ � 4 �� '' ~\ \�_ I .y �� `'y �_ � � � - C� ,/ // `��S 4��Q / Y~\ l �\\� '� O � ,,,,°, �� ; � � � � ��,,�� ; '�w ; ` � _.� � / r �� ` . � j/ .-'�l �Y� ' �(\ `�: / � �� / �,�,�' � �� f LO;f�< I ��--- EF R D� 8`MITTAL) � �� µ_ ~ �� Y � � � / Scale:1/16'=t' 0 8 16 32 North �'`•`,`'I.�,, \`� !,; '/ � � �� MAIN STREET �'', ��"'•,,, � ,r i Pedestrion Concrete �: %' ' i `+.�, ' '`�_ �' L6.1 Pavin9.TYPe 1, S.C.F.S. ��/ �Z� "v �"> � �/ �` 6 � - Boulder, S.�.F.S., C U P E RT I N O ,. , ' ��''�, ;� ''� , �ie �+�` 6.3 Typ. of (1). Included in Art Budget. � r--' �i�;�"-•,, ' � ,- � �SMITTAL) ; ! � � '`�' � � � � �� ' � � STEVENS CREEK @ FWCH ,Q / , -•� ` ""�,, ;` T y� Up - Light, i� � �;- , e� rYP� ,, s.c.F.s..Typ. of (t) CUPERTINO,CA ��.o �, �, � , � � � j`"'-, ., ,�• , \ <3' , �' , • f,. �, , � ♦ �� '`'� � �I �jq j ' ,.,'-. / / pR` �"` f � � � � / I`� \` �� x �� I� 'l1�/Ij�`¢ Curb Ramp. /� / � � S.C.D. For Detoil. ; q� , j t✓+ � 5,� !4'� `� i` ! - � i fi � °��y ; � Pedestrian Concret O � �o ' TYPe 1, S.C.F.S. �i�` _ / \d �, w / .�:a3 / L6.1 ` 1.� _� �,, ��:,, ��,s, �,,,.. �' '-�� , �.� / \•„�o � ,�� \ 'p �'% � ' MAIN STREET CUPERTINO � � � �� -��•� � �� ' , _ AGGREGATOR,LLC . fJ;� , ;. � � ' . /,_�� ...r� ,% \ � �`�'.„'', ,.,B• '-�. - 203 REDWOOD SHORES PKWY,STE 200 � . �'• �% � _ ��j� �,r ` � REDWOOD CITY, CA 94065 � � r J,,r,. f� % ''% l ;,� v�\� '�;� J� Up - Liqht, �Y � /..�' �j' r r� , �. � TyPa i:.SC.F.S., Typ. of( !� / �' �,� Trosh Frio, �� > �\ ��', � iqcluded in,.Art Budget. i .1--i�--°" S.0 F,S.;,., �� _ ` '� a �� Q � �� _��_ Typ of (3)�� x''�"' •\ �� 3 Bronze Medallion PFaque in n � � j �k J f� r�':s� �1B r , 6.4 Poving.Typ. of{2r.. = �� destrian Concrote k�-�� , f'. ��; ncluded i Art Budget�� ,, ,� I n ��y � Paving,Type 1,�S.0 F S ;% ;� ��{ ,' I =� `�.. � . ,Pedestrian Concrete Pav7n � � - i �h ��J � �: - � �� r �l Yy,ye 3. S.C.F.S. � ' � ' , � �; . ,- y�, / , ��,/ � �� M\ � ., •�_\�+ � , -'� -.,, � ~� �� K E N N E�X R O D R I G U E$ i P�R T N E R 5 I N C. 9 � ',� / -�' ,�, �.,- 1 � , . , / ;..� Bronze Lineor I�arker in 3 " i., � / .� � ; .�� ,� �.� % \�\� �.Q/ � -.� �r4. ��s Ne��n wni.m ao.e s�ii• xoo ,�- Paving (Creek Line). Included ; � � � , � �:� ��f '�� ✓ .. , . �((� ' �.. / �1 in A�Budge�. ,\. ,�� •i � �' �� Mo��i.i� v�e. c� e s o.a e s.o�o 0 `y� �G�v � ,� > ` . v ' ��_�� Aauld€r�TYP. of t �i r>..�. .' ( '�� .y (7),InclLded in Ak n, � �, t>( � � , 'sFT l�• � % eudg`+�t' �' '` , .. �3;,` . � �;� "'•, `0 � ,,�% `�' � i� %' .r ' `. ^ `� � ` �r,�'� ��\'�, �� Crcek Ac%ent Wall% 4 .. f -=� � �. ,r-ti. _. ' � � /N�; \ THE ' ' �.Type 4. S.C.F.S� ��vt � . . .�. :�.- . '�„" .�' ., ��' ,.`�' .T- GUZZARDO '`Ok � {� i�o�ded �� / ;;` - . � .��. .`.� + � . ■PARTNERSHIP iNC. ; _ �N_ . . _- •, .' �% Budl�tt. � � '� �f Jw.� _ .\`\ ��.� Jr . . ` \ �\` , � ' / .� f � , � \ `j` : �� - Lands pe Archrtects• Land Planners ;� I / / �/ �,r� � .`� . � ,.,.�' 1 Area Drain in Swale. p� '- .,,�,� 781 Greenwich5treet w \ � Stormwater ,�. Pl6nter Pot; ` " ` 6� i `` San Francisco,CA 94111 '� / _ I ' `-�� Type 1. S.C.F.S:'. 6.3 :-� �,��'��' `�-`"; Treotment details. -`'"' T67 5 433 4672 y -'�� iTyp. of�� ..«- ,w`, . . ��} ;l, S.C.D. ; � �...� F4154335003 ' � : Ji � �. . .� . . -( rj'/ <_i; �r. ! /� ,% �y �r . � .. .� ., l'..� ( %' .. /\ /�' M��y,'V� 'i J Z`.!_^� . ` �\^ �� /'"� ' � i Pedestrian,Concrete: � � I`� �G�, `�'y' �� =' � �� '�i,�,. \ ,,% U, Paving; r� � f �P N j � � �' � �y ' � �>7ype/2. S.C.FaS. , .�. .+.�i� - ��_, \ ` � ��"'�. "� . � � !. „ ' /"� � j� S+a1:�,. . . -�'' �� •.•t� 7 , "� . / � %� � f >r�`tF,�i��ty' � �tucnea Si � �Pedestrio�f Concret�5 ,' ,1> . 'k.�L�•p• . ;' �% � C standard, �:;�,` ��' � Pavih9,TYPe.�; 6.1 ;'� �,`,�y� .i� L :� Pe an Co �\ m ' j?� /(V � S.C.F'.S. �'�/.� y . . �. .��f` / : �'r. �► Pavinq. pe 1. � � �ti . . 1� �:7. �C.F.S.�. � �r �� , y �� ^� �/ ;�� ,�__` �--i, ', .,� ,z D � � ��' '' ,� %\ �1 � _ '� �/' _'��.. � . - ,�' ,L. . . . r� � ;� �v �' �'i ��/`L.��,f . �, r _ � , ��: � . . �� ,� ,. � i �, � �-,,�8 � :�:. � i �� p S�.Veh�cu , , , �' �' � ��v! ` �Pawng, �n� �; L-_�0 ��/`�� ' `y� ' t � �, / �^ �` �� .� S.C.F.�S. S.C.D. fo�, '��.t.� , . . . . �'/� �' �\• Cl •��%, - �_� � � detoilsl .i _`l�(� r�' � � � R�nsior+ ';.m I ./ i /�' . . . . .�i , V'�/ . \ � l }� ' , -� � � y . � � 11.15.12 PLAN CHECK SUBMITTAL SET �> kA � ��.> r� � � /. .� .�� %{ �/ `�o �`� ' ` ` "+� ` ` r �/ 09.04.13� PLAN CHECK 1 RESPONSE � r % �;:7�,��. , . �r � O f � � {>a� ' /f��2'.�widq Vehiculoe�Concret/ � � � W � � , � / � �( / Band.°iTyEe,k,S.C.F.Si t �� ,j1( r� r�` r�..:� O � %�( '`1. �,�o�'� ' ��/ � � � �-,_ 1 '�,.�� ' ,`, / j' 6 �� 10.15.13�2 PLANNING ASA REVISIONS �edestrian Co/�crete� �� '�t,`� � w er,T�. of�&) �(� 1 C � L6.1 pa�ing,Type;2, S.C,��. ��,.S�`,.`..°� /,;, , t f` f� •3 In ded in ArtJ <J�`"vC� � PLAN CHECK 2 RESPONSE � '...__......,i' � �i �� /l� ,jJ s�',�'�` � �iy i�• a _ dget �✓�., 01.24.14/3 �ASA REVISIONS i� / Pedestrian Scale Pble `. �� u �� "��= �estrian�oncr te � � � � � � � � Light,Type 1, S.C.F.S., o� i � , , f 6.1 P ing,Type 3,� PLAN CHECK 3 RESPONSE �,, i �� ;?ypi = ! ^;,. ,� �' '+ , f �� .F.S. � 03.10.14(,�, �BULLETIN 3-FOR CONSTRUCTION" v = � � /..�s, t..�, ! ��\� �.� �� q iw'v .��: ��,.�-i� �i �� ^� �- ` � Br e Linear Mn►ker in� H OT E L _ , > � , .� '- . , ; ,w :�. 1 ,/� >(_ �' �',r / �;i _ .4 P ving (Creek Line). � i � ! `� � �r"� ;r cluded in Art Budget. .,'-� � I ' yr , � � � ` %� <<� � �\. ` ; O 3 Br ze Medoflion Plaque in � H � 1 -�.' �Vl ��i !«`. ; / , �\ e� �..'� �.;� i, ,� .. 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Wndscape Architecu• Land Planners 181 Greenwich Street San Frencixo,CA 94111 T 415 433 4672 F 415 433 5003 �I � ; '�jl�. .��'•'�p��,.'t. . � � _. -- .��i�?��'_:'�`-�s ��' �~�: REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13�� PLAN CHECK 1 RESPONSE 10.15.13:�2 PLANNING ASA REVISIONS 01.24.14%3 PLAN CHECK 2 RESPONSE &ASA REVISIONS � PLAN CHECK 3 RESPONSE 03.10.14(4 �gULLETIN 3-FOR CONSTRUCTION' PROJECTNO. 22,SS9 DATE ��.��J.ZO��I DRAWNBV AIB scn� ASSHOWN CHECKEDBY GL LAYOUT PLAN �� `a�..,_„N �� W�� ,y�a J �� (� _� ��. _� L-2.9 r�a o.� qlF,O��Pc O2014 KENNETH RODRIGUES 8 PARTNERS,INC. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R I 0 U E 5 l P�R T M E R 3 I N C. 1�5 N o r 1� W�I a m�n R e�A, 5 u I 1 s 2 0 0 M o u n I�I n V 1 s r . G� 8 5 0.9!S.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Wnd Planners 181 Greenwich Street San Francisco,CA 94111 7 415 433 4672 F 415 433 5003 �II� �% �� --1,�� ;,\ ■� ..� . � �� . :�_��:� . , _ _.�_�.... ■� '-,��..,.�.�.F J �.w.. REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/?� PLAN CHECK 1 RESPONSE 10.15.13�2 PLANNING ASA REVISIONS 01.24.14%3 P�N CHECK 2 RESPONSE 8 ASA REVISIONS 03.10.14� P�N CHECK 3 RESPONSE 'BULLETIN 3-FOR CONSTRUCTION' PROJECTNO. 22,�j�j9 DATE 'I'I,'IS.ZO�Z oanwNer AIB scue ASSHOWN CHECKEDBY GL OVERALL LANDSCAPE PLAN O�,a�.,..,,No��y/� ' „' �, � r+ .,��. _� L-3. 1 oF O2014 KENNETH RODRIGUES E PARTNERS,INC. a �� : � ., ��, � i I I I - � - - - - � - -- -_ - - - � - - - - ' , _ ,_. � ._ -- - - --_ . _ _ _ - =- --= _ o 0 � -- -- -- - - --- -- - . -: -- -- - - --- -- . � • o . ,. � . �,i - : � , � _ .. __ �, .- - '' EL3. : ;�. �� _ _ � � ; ; 1 : . ,� - - - - - - - - v � - - - - - - - - l �� OC �,.. .� � ; f i ', . � . . . . . . � •--------. . , . _ � f I ` ,:__ _ �j � \ il ` L i � � iI � � � � � � � � � � � � ; TC 179.10 I� �'�a ;I I '� ,, � ; � �. 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ViTR iViR . ..-- _.._..-- Y1TR ,. , , � °,..y 'V�'}h' e �_,_ o _. ----' . ---'._._..___..--- .._... - - - "�� "" � � % _ �.� �,,� __ - C� _-_.�:� _---_ . _ _ _ ' I V _ ��._ ___ _ ; : -- - --- � C(180.80) '`s TC(180.68) TC 180.40 � TC 180.19 � C 181.30 MATCH EXISTING MATCH EXISTING ' , r rc ,s,.,o rc ,so.as STEVENS CREEK BOULEVARD Q , ' TC 181.31 TC 180.80 ' C G � - 7 } 1 = ; � � ` . _ �� _ _ ; ,�._��,.- , ■ � - y � o � . ' .► o ; - ` ! S � ' � / ? ( \,' � ' ' ��'. 1 T 178.75 � i ` ' _ t � � s � OFFICE 2 � � = � j \ FF . � ( - 7 i I � i � ' ' � _ � � : (179.0) � _ . , � � � f TCHLINE L-3.1'� � ; t � � � � � � � � � � � � � � � � � � � � � � � � �� ' 178.98 178.88T . 178.98 . � � ...�,_.,�,�..._S »s.sa �' ' ; � � � - 78.90 �� ; � � Ap � ,��..-._.-.-,_,❑ ❑ ❑ � �,_ .....-..,..�,.�. i . ;' t _�� 7 178.80 � ! t - I -.,-_.l" �,..... � , � i i ', , S�. 78.90 - -('. � ��i � � { ;D x� iW�,ii' t � �� . TC(176.70) � ;;,...�.. + 78.85 ADO } � x� +6w ' ' I �'r �y�) � "' ' � W � W { � 178.45' 178.65 TW.178J0 _ ,.. .. .^$ - . _,._.� ' 1� � � � Q i � � � � S j w� ,eo�r'ta,e ,� _TW.180.25 � �.�. � � r- TC(177.77) � O � �.2.Yi; ....... ... . ..��.--.,, ..�-.r �Cpi Ont 0 � �%$.6�. . ;' ,, -ai , .,.:.. . ..� ...._,,.,._,,,,,,,,,., .l, ., ��„ ,,,,,,,,,„ .18'0:15, ,,,,,,, ,TW.1'80.15, ,,,,,,,, ,,,AR,,,,,,, „„ ,, ,,,,,,,,,,,AD„178'0,,,,,,., � Q m � 7 � � � � 178.20 �� ,.1� � �, ��` , 5 � � � � Q �� o c:� AD�ooe:emt ��, �p 'w�:t«�t >(� O ? '1.9 � SETB�LINE W � � 177.60 177.80 - -- � Vl O > > !� � � � �a� �. �� TCI 177.88 � � W _ ,,.�„ ,,., l, _ : „ ,,,. ,. , , ,, ,,,,,,,,,,,, �`t 8.25 ? t..� _�. �,. � -180.3 y_.....w ��..�.._�___�_,,,�� .. �X a f �� ^1.97L�� 1 , r, 1�8.49 ;;; I z LINE --- 1.9X ! PROPERTY UNE W O� ,I, \�� `Y -"I;, J '�'� �'�,�.��s��l�� s:-,�� ss►i��,�� '�-r '�'� . � ! _ �Y�4---�- w;R �. --- JJTR --- ----v'TF� --- Y;':? _---_..-yZ,-� 1 9r. _�- _. -��"!' � -_ -° YtTfr-». - + r. �� , _ _ �, _ F _--- - ___ .._ � T 77.90 I , ~ �7 TC h79.83) TC(179.50) - � Q �� T 1 .04 '�� TC h80.00) � . STEVENS CREEK BOULEVARD Tc c,�s.2o� MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 N E N N E T M R O D R 1 G U E S i G A R T N E R 3 I N C. ��s N a�i n w n i.m.� R o,a, s�i�e z o 0 Mounlaln V Is�r . G� 6 5 0.9 6 5.0 ]0 0 THE GUZZARDO PARTNERSHIP iNC. Landswpe Architects• Land Planners 181 Grcenwich Street San Fronciuo,CA 94111 T 415 433 4672 F 41 S 433 5003 �� N ��;�� r ,.�....___ __�... .r., � REVISION 11.15.12 PLAN CHECK SUBMITTAL SET �`��;z�'�t�;!�� A��,.�L' 09.04.13� PLAN CHECK 1 RESPONSE 'i .t V �J �ff''�;��^�� 10.15.13�2 PLANNING ASA REVISIONS 01.24.14%3 PLAN CHECK 2 RESPONSE �s?., . . :�, y?.,.Z S�,`,f_ ,, 8 ASA REVISIONS w. i. c� .r ��+�� 03.10.14�� P�N CHECK 3 RESPONSE %-�� 'BULLETIN 3-FOR CONSTRUCTION' ��, rs., '.F ��1 � t;,l ..,.�. s^�� /• f �... � ..w..r,r... ...ry'-.».,.,.e. �ao�ecT r,o. 22.559 DATE ��,�rj.20�2 DRAWNBV AIB scue AS SHOWN t..71,}��{y(�k� CHECKEDBV GL � i�A�C k�i1R�i'��►: r +:- � FINE GRADING PLAN . ��ra' a�l�� J ♦ �il� PNpSCApE 4. ��Ymon N C' l�"i2�'i �r�� m _ � � � L-3. 10 � Scale:1/16'=1' +� •.rj, oa�ze.in �Q�• 0 8 16 32 9lF OF CA��Pa North O 2p14 KENNETH RODRIGUES 8 PARTNERS,INC. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E 1 N F O D F I G U E S t V�F T N E R S I N C. ��S N o r 1� W�I a m�n R o�tl, S u 1 1 s ]0 0 M o u n 1 a I n V I e w . G A 8 5 0.9 8 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Arthitects• Land Planners 181 Greenwich Street San Francitto,CA 94111 T 415 433 4672 F 415 433 5003 K�nP N �F d��\a..`. REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/?� PLAN CHECK 1 RESPONSE 10.15.13,� PLANNING ASA REVISIONS 01.24.14%3 P�N CHECK 2 RESPONSE &ASA REVISIONS 03.10.14� P�N CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION" a�o�ecr r,o. 22,559 DATE ��.�rj.2��2 oruwNer AIB scue AS SHOWN CHECKEDBV GL FINE GRADING PLAN PNpSCApE a mo� 2,��, o�y ,v, �y� lWi ` j`� � � n - � � L-3. 11 ;. ✓�J, 03 2�6.14 �Q� 9lF OF CA�\F�P O2014 KENNETH RODRIGUES 8 PARTNERS,INC. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R 1 G U E 5 l G A R T N E R 5 1 N G. /1 5 N a r 1 h W�I a m�n R o a!, 5 u I 1 a 2 0 0 M o�n 1 a 1 n V 1�n . C� 6 5 0.9 6 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• land Planners 181 Greenwich Street San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 Kevn�na N --- � ��'� ��. �' y'�,,��, '0d�:: �i 9��i Y'� :�w_"_. REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13�,?� PLAN CHECK 1 RESPONSE 10.15.13,�2 PLANNING ASA REVISIONS 01.24.14%3 PLAN CHECK 2 RESPONSE 8 ASA REVIS�ONS � PLAN CHECK 3 RESPONSE 03.10.14�4 •gULLETIN 3-FOR CONSTRUCTION' PROJECT NO. �LZ.�JrJ9 DATE ��,��j.2��2 DRAWN BV AIB scn�e AS SHOWN CHECKEDBY GL FINE GRADING PLAN W2V,`i`a�..._„,yo�J,�y/., J �� ,��.. � L-3 . 12 � � �;. _ � O2011 KENNETH RODRIGUES 6 PARTNERS,INC. .._„-,.-�-�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -��- .�/ ' .,i ...:- --: � ,, � Y 4 � - � , ��' MAIN STREET ; . ,80.02 ,�s.s3 9-f--� , . . „ ��'" � I ,. ... ._. �.,� . . . °. C(179.50j' � -�°y .,_..x, �! l ..,_ �� ,. . , �� ,� `� �u �' TR 180J5 TC(1�79 50� �?`` � _ �/ , �.�"f . / ,.,,. -V ,: �. _ �.. ��',�` ..,��_ .� ..: _ , T CUPERTINO o, � 8.3X BR 179.85 � AD 179.32 \ TC 17 � :� `� '� � � � �� I . ' �, . � � % � _ p ,tV ' - _; �� \ ' 180.96 ,so.�� 80.3s Y ', _ I '' ,,, �, : �" � � STEVENS CREEK @ FINCH `�' o � � +� 6 A �179.20,.; , � D�� ' � �_ � %�� ;'~ �°�" =< � CUPERTINO,CA . � , � � ° . - ' _ � 5- � �' �+ � �.CJia .��,. ._ ; r�j� � \ .� I ' 181.23 T . ' � - , r4 � _- MATCHLINE -�:8 � ��`� y, �? '� ;�= � � � �, ` t .96V TYP 4.�0.3t _ � � � � r � �� - ?`�. µ \ �, Y ' � �t � � \ Q� \ , ,r .2 � �,. � T 179.3 �' ' _ �; 1 l� r , i \J � �f,O T T ADa 79 --- �� - . � �� M i , � .,�,.�,. /�' _'"- 'i Si�'; -...-- � ----- �� -/,-- �i;.� ---- -- -`-'� `;` ` `� � �.-\� �! I ; ' � ' 'C- . . �. � � -:�...._�. : ,.... � M l✓'d- � �� , . �_ .: ' 0.41 T 179.08 , ; I � ' o •� � �- _ - - "_ ; uu� � � J �v�,�� ) n ,�Pi� „ ; „-'/'- i 179. 0 �?��.,. w'''' y �.,:.�. ' ��// �ii <':�:J ' iitiiiiiiiii � _ _ ` , W y v .,,� _ -� � I D 7 79.2� ` � � I Z I � t80.96 �AD�80.00 �r� �.',., , / o . \ �;. � __-o � r''� t, ; � � � MAIN TREET C PERTIN J , 180. 1 � TC 79.43 �� AD 178.90 �\ TCI"�7 07 AD 179.10,� , - S U O � �� _ ' Ao tao.32 i +'-,_�. � /.�__ , __.._ .� = rC i .16 `� / Q u�� - j S AGGREGATOR,LLC ) V ; ° C 179:93 f u° , �` :�;; C 179.28 `�� ` T �`� g� a, TC !�' `�'`��` a r. �-�-�- ED OD SHORES PKWY,STE 200 I.� -- �" �i i '� L..j, -'�- r'1-__ ___ _ _.._ __ ___ __ 179.53)_� °�3 _ i ., ,. -_...,. .. . <:-�., � � Q � S Fi O P 8 ` � �,,�a ( ' ,, - ��`� _ I ^ V �`: . _ /� �� a (f(/,! RED OOD GTY, CA 94065 >. � �` � � �.sr. � � rc �.'ss � � 3� _ �� ? � � FF - � �' > �� !� no »°� � t.sz� _ ns.qs ��!-i�� ; .� �� , .`�3 � I t � �AD 180A0, \. l�;� ; r ; 1.79.� '� � 17 0 / - e�� :1��VIZ�. p (181.25) r ,F _�/ 1 ; ; i" _ n I ' � �1 .96 �, �� f Y 179.3 179.48 - AD 178.18 179.48 ,l-, � ' C 179.74 � A�t�'N:Y;�.c@'...+; � K � �t' TC 17.50 �g� +1.78. ---- 778.48+ �.� �! � 11 I ' AD 180.32 ,_� � . .. � 1.5R _ � � ` :;�. � ��,g C 1 ' �- � , .� _ , - _ � : ; . i-- _ � ;' iTYP / TC 17 � m, �179.85 �'E� � -?w, ,�i � ._� � � � AD 179,3�5. �9.� : � � � � �� + `_ OO _ � �-¢-i ��, � r_, .:s�.._...�. �..��_.__.. � 180.5 ��".` -rnn ;(� � . . L j i:,I�1� . _. . __._. � --_.'_ " �/8.V 8 $U U iOdC �� C �/J.J O = .:F°e I � - S... 1 '...k K E N N E T M ft D R I G U E 5 1 F�R T N E R S I N G. .+'t s `° ► �I �t� I ' ' ` " ' ,1 -� _ �)?✓' ' -- = min.12'below) / BW179.8 - `°` D � _ C(179.75) 180.96 ,y - , I 1�81.2 Ty�. �. � ( � (1 19�48 ; 179.68 179.68 , ("�" �p ,�. r. ' .� �� s �a,i n w n i.m.� a o.e. s�i�. �o 0 � \�-- `�`� � -'= � C�C � •: �. �-, � � � 1�. ,-_._., .� �,.� � �� T� �.� � � r � � , ; � � �� PAD 1 ,J ; �� 1 Mo �,.�� , �� 6,0 ,es a,00 �,,. iao.es i S ; , ; � FF(179J0) � ... ewi�s.�o ; ;( �ns.s�� I �T� •�.�� ,�' r_�,_�._( TC t.os �t, ,�_ �.,-, / > . �`� S ,�' -� � I � �7yp- � ,: ; -�T I :z � AD 181.00 , � C '� � 1 = �° � +� , 61.2 �, �� 1� � �4 ? AD 179.25 AD 179.25 � 1 , j , �O,`,, °� p 1 .20 `� 1 �-r ) � _� CU(' AD 17 . � ' 1 �`��i�:�i� THE `��:: -�t � � 1 �' � �i i � �{ 1R - � 179.68 � - � �� 1� tt�' ..�.. GUZZARDO ' ..... � �� _ , � - � ...... -� --- • : �� '_`_ . -._ _"__.. _._ � .� � ::�.:: �.a -� -_. -_ _._._ __._, � � � � � � � � � p � ,;�� o � _� � � r � � a�.� � _ � � PARTNERSHIP iNC. -.. p �9 fis.s - � \ � � t7s.65 sub rade , 1 �^�y4 S ,: � �.',c. • � t P b �_ mm w � R�u:.a�t� .12 bel0 � ' � �T� Lands�pe Architects• land Planners �( �;� � .os -., � 0 8 � � � �a ��.62 � 8� �; = ` 1 ,� t8lGreenwich5treet %� '` rci s.is ,� �.! , ' , <� ::�;: � - - � i I �� _ 17 58%' '`�� %` '�78. � BW179 48= BW1 9.�( _ I C 179.68 �`j'� � . , �� San Francisco.CA 94111 r�1..:.. --.-��Y-..-•�.�,.-.,� 1. ,., 179.48 _ _ � �' f �.. ` � F 415 433 5003 � � T47 5 433 4672 \ y...../ ) LI ] X - _3.6R , - \ ,�-�� _�o, w 1 � �-- =179.58 AD 178.32 17�9.58 : -� B W7 79. 5 �I � y � �, � � � �10 60 `.-^i 73.42 N N A 8`d'S T3.4$ �.,-, � ,� � ' AD181.00 � i - - - - - - - - - - - � - - - 1X _ ' �; � , ,r°�?,4+ � _ T4P. - { I ��. �� _ $ TW+I8. _ �,� I KEVMAP _ N � 180.96 C 1 0.70 �'SC 79.34 � � ;}_ �ERFORATEO PIPE.S.C.D. - � ( . ��l ?,! � � '- �i - � = � � � I 181.23 T � 2X �� i � S �:+18' �1.3x TW181.2( - I~al �� I '� TYP. � � =', i � c � TYPi :(1.2x) ' M �� --� + �5 r ��.� _ ' w�-; � �; I � 180.96 I 179.74 \ �7S 79 ,.,�- + ' ' 1.37G --�'� BW180 3 _C 180.40 � W7 � �,� I � j �` ,� � ''� � / _ � = ' S 180.15 l' % '� � i , _ , � '-:�. j TCI .64 ; j AD 179.38 � � = " � _ � , 79.93 '•._,,.� I � � � � , .._.._ ,. ', � gYV179.97 �'..,-.�..,,+� _ � � �:_ '�„;,;:,, s :� t : 80' . . �` '_ , T ,� � � ' ( �' � � � - , -- - - � -,� � � = 81.2� = � f V �;��< _ " 179.98 ,,, I '` � ) � PERF(�RATED PIP,S.C.D. - TYP, i ' � > . Rewsia+ _-�,, ' M S H O P 7 J�-~ i ( 'fW+18" r1.37G ;.� � ; TC 18. 7 j r ,.c;�Y�j �0} M I FF � * � > � ��- _ , J = � ,; , i,g C- 11.15.12 PLAN CHECK SUBMITTAL SET ` ' J � p ; i � ,- ; ' } _ "I ? 17J9 y � 09.04.13/?� PLAN CHECK 1 RESPONSE ;_.. �� W I �1H'I.ZS� �., 180.96 TCI 180. U ; ii : �..,.__� yyig' 7 i ,'�t 4 - i } / Z ' � 1 m , � l�80.21 AO 180.10 � 1 0.51 BYYt$0.2 ' TCI t .69 i I �,, ;� �19.68 10.15.13,� PLANNING ASA REVISIONS .� 181.23 i > LJ� t x , f � r,o, j �� r� 4.3x ��,. J '� �"- � � � � � = � = � ' f,>18(3. 3 � �80.98 ' PLAN CHECK 2 RESPONSE ;=`_� 2 i S r+� ? ^ ? 180.45 G� t.9X "' 01.24.14/3 � V I �r. � �. -+ - �/ ; t � 18 &ASA REVISIONS � S . � ��l 1X � ...,,.,-� : = � _ TC 80.20 ')BW� 4.SX � Q I _ ; f , � _ i _ � i?� p, 3 �-- 2X , � PLAN CHECK 3 RESPONSE TYP. ' -� � - - - - - � -� - i - i I �- `, i 03.10.14 4 -► ( 1.67F � �✓ i � � i �_,v 'BULLETIN 3-FOR CONSTRUCTION" } � � � - - -- -- 1 1� ,, '� ' i � �1.6X � �i � � i � (� � ;�; i � _� PERFORA�TED PIPE.S. D. _ � _. j TW1 � ;i �� _� `� { j �` , i 1,. � � � � � +18' � - � � �t�V �� I, � ?-/. c , )i I � _) , E � 180;68 � 180.43 � °�� -' � � � � � 181.22 + ��.� � _, : � T7 .7 � f : � 3 vTC(181.02a� �; 180.96 � 180.69 y :? : 181.00 UNDERNEATH) , � 18 : -- ---•---- / ' oao. , ■ PRQIECTNO. Z�L.SS9 DATE 11.15.2012 ' �_..-., - _ , AD 180.76 o i ' Q � � %�',�� -� 0.84 � - 4;;�� ^'; +18" C 18 i� O b ��„T DRAWN BY AIB scue AS SHOWN a � , � � ' - - n�- ��k _ ,, � ^�,z,_ ?� _ � � � �'`a a 80.� I � �'�ti:N _ . . , . , . ; ,R ' 1 .�J � �! ' �SO. / �' C �BO.B4 S�j � �,�� j I O .�- � CHECKEDBY GL � � �^ � , � ' '� V Vi- ) i '� �8.12 180.12 sub rade , - A �9; �:, � I � �j 7 ' o _-__-.�.. .� .Q, _ - .96 = .12 below � e � � t t 180 ;e , 8.4 ; )ti�_ .�;�,,,.,_._.�...��....:.�... ,.;_ ,_.. ,-+ �?e^ '> - 2 i ^ _ , : , � ; FINE GRADING PLAN '}�; min 181. 3 � i' _ � I E 1 1� � _ S TC 18.9 I � �r ,if }i 's � AD 180.30 s� � � -� �'� ,�,eo:�� ''�i j PAD 2 ,8,.�z�-� `'f� _ ; � * . �,F;;, �_: , ; � , y -� `s I FF 181.15 , I _ A , u' T� i� � � �,..,.,�.�.,,...�.�,., 9 ,,, � / � :i'J � � = �� I 181 U8 f - '7 -�i �J �. 180J0 :/%%�; /� ...,...�,..,..,.,..,�...._,,,_,._,. , i', AD 80 - /- ; . ,/� �L' `� ��'►7f. _ �,�� rr- Ni , - '�Ri �� 1;;� _ � 179 18. /r � . �_,.,_�_,.. .._,-,,. -- -- - - �� _ -- -- _ _ PE , ..i i• c�. f ND S _ -_�.-_ ., �_ o , , . , � , �" , _ _ _..„ � � -�,p . �i �' ' ; _ � i . . . no�., ��e �_.�.�_ �� . . � E�........�..._.�,,..,,...�� '� • �4'�i -^ t, _ � t , , , � _ 8YV180.93 BW1 . _ °' � e`'�. �*Ym0"N° ry o � )N' , . „; f . � °°° ` � � ° �,� 0 �; p , , .,�.�..�._ - , - - - - � .- � �:. ,.,_: � + �.�� - r _ _ - _ __ _ _ / _- . , ;�� - � �c ns�.00 � ��. � � � � I 0 � -��C 180. fm% TC 18.94 ,;t � � -- _ v,� 3 `-,.��-�1�1 0 _ '0 -- ,,-- . f -� 18. � j ,� . � �. � l\ 781.05 ' C 5 - �� ' 81. � F� ,`�� . '30�� 2 ,/'J � Zz ' Scale:1/16 =1' � J i ��" " � ' I/ O ! � ='r .t:, ATx"18.65 ` ```� . � _.. -�, _�„-.- _- _ - Q - - 6� P 1.00) 1� -- ! •s�, oa zs_ia �Q • AT" - ; `\ ._ 80 _ , _... .�. , � ,_, ,� � .- , - , � 1 . _ � .� �� .,.- O _ , � _ . � � � �°a�e r. _,� j �` , , `'0 , 1 Oi68 ,. ,� _ / < ' 0 8 16 32 9lf A�\F�P oo�,. .-.,. _ �- AU"�6y' �. � 1�6 • � ' °o:•e^ ' � 0' er � �� °�o �, Z80.68 _ � OF�C �.. ,-� _rf� • ' ,, �:J- . � _ . ,_ _-. ,. �.,��w�_ . ...-08 , .� �oe S AD 81 00 I � __ �. �--- �-_ - - - - �'_� --. _ .._ _ _ �_ s!' > > �� > > '' ; MATCH LI ��.4 �_ ; � - - _ , :�� NOrth � � � - _ , _ _ I ' '� � ' � ' �'�¢.�.u��P� � � �" � VJV '�:N 14 KENNETH RODRIGUES 6 PARTNERS,INC. ■��.._�_�-.�..�__�_�_.�__�_. � ..�_�..�..�. _. ' ..�..�..� .�_.�..�.�.. - ..�_.�-.� .aiY� -�r' _�.-�. - _�.��. '..1�1!_ �_. ..� �.�. :.�.�. .'._._._......,- ------f i.,- ..._ ..�.��.......... _ ■ MATCHLINE SEE LEFT MATCHLINE SEE RIGHT Scale:1/16'=1' 0 8 16 32 North MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R I G U E$ l V A q T N E R 3 I N C. 1�S N a r 1� W�1 a m�n R o�E. S u I 1 a 2 0 0 M o u n t a 1 n V I a r . C� 6 6 0.f 6 5.0 7 0 0 K�v�aa r` THE GUZZARDO PARTNERSHIP iNC. Landscape Archkects• Wnd Planners 781 Greenwldi5treet San Franciuo,CA 94111 T 41 S 433 0672 F 415 433 5003 N { �, �� REVISI�N 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/� PLAN CHECK 1 RESPONSE 10.15.13;� PLANNING ASA REVISIONS 01.24.14%3 PLAN CHECK 2 RESPONSE 8�ASA REVISIONS 03.10.14� P�N CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION" PROJECT NO. 22,�jS9 DATE ��.�rJ.20�2 DRAWNBY AIB scr.�e AS SHOWN CHECKEDBV GL FINE GRADING PLAN PNDSCAPf rS� o`ay m on,yo !+y' W 1 1� � V j T ;� .,��.. � L-3.3 � �;�.. _. �F C A�� O2014 KENNETH RODRIGUES 8 PARTNERS,INC. ■ MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T M R O D R I G U E 5 • P A R T N E R 5 I N C. ��S N o r 1� W�I a m�n R o�E, 5 u I 1 a 2 0 0 M o u n t�I n V 1 a r . G 11 8 5 0.9 6 S.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landswpe Architects• Land Planners 181 Greenwich Street San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 K�vr�w N 4� �'�'o. � ,_' "i>:;�-_„_ REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13�� PLAN CHECK 1 RESPONSE 10.15.13� PLANNING ASA REVISIONS 01.24.14%3 P�`N CHECK 2 RESPONSE 8 ASA REVISIONS 03.10.14 4/� PLAN CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION' PROJECT NO. �LZ,SS9 DATE ��.�S.ZO��I DRAWNBY AIB scn�e AS SHOWN CHECKEDBV GL FINE GRADING PLAN PNDSCqpF 2y.� o�,xy m o n�,a �y/ W � 1� � C, � !�'+ J =;. � L-3.4 ��.r �,��.. � O2014 KENNETH RODRIGUES 6 PARTNERS.INC. . ,� � / �- �4.3R � -- - � �' � � �� u� � � ' fl0 48' 181.58 181.61 181.65 � � � � � � ;� � = � ',ga 3 �8°.se i MAIN STREET � : ; ; ; ; . = i T� 80.20 ;>BW� 4_57' - ------�� ----------- ----------- - - - - - - - - - �- - - - - - _ � � �. 3 2X ,.9�fi � - _ - - ; _ ,, -E- ��•� - - - I fV F I'- 'xT C U P E RT I N i. � � � _. ,�il. �'�. � `� ` ` � -- O - � -- -- , � � � _ / I .l T�a'�� j�A. 7G� j�❑ � 181.78 � G/f i:��+! i � � - � %� � � �� ' isi ss � �� '4D 18'�� 8��78 i � STEVENS CREEK @ FINCH *- .•-n�..----•---•-_ � ' C 181.01 TC(1 .02a �r ■ A�U DERNEATH ` ------- . `;� � �e ,a,.�s, I CUPERTINO,CA � ° ■ _ = /' :�� c i si. ,° ' i � , _ -. .- _ - , _ , `_ ' , ; N ,;�, �� RETAIL 1 � �o`' �' / � 1 ;;� ; � � � �� _.._�I ( � I -; i M ' Ad U DERNEATH FF � � r ; _i , i I p Il � ■ I � I �-?F1--..;"JI �- � �i �� _ J b��i! i 1 � ��8�.80� 18 p i _ - � �Y ` / 181.78 ` � - '181 66 181.78 � ; I _ I . i � j � � _ ,� = J .�;� � � - , ,-- ; _ , � _ � �a' ' Ao..., C Ll �-r'� r� e�L e� 1� � ; � ,; �� , ,�r, ��_ ,� _ �� %�_ ,8,. 3_t ;�e,-� r oo r :�� : _� , , � , 0 t _ _� �� ' I~ /181.51 181.58 181.68^ �'6 `�'�� -- -,�W-�.-}--_-_-- I 3 MAIN STREET CUPERTINO - � - - � I �� AGGREGATOR,LLC , .., `� 3 �-..�.. �_�.J � p �� 1 TYP• vl 181.60 h�� ' � -' � - � - - - _ / � : - � - --- -- � ;,_ : � ;i �, S� :.. `` v . ` . 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S<� , ,�G : •� � , -,'�: - � TC 181.62 i � SD � n -'e.- -�-�"' i.!!L�� -�C--� -��1.�--� F�;,i,'� - ----- ��+�--- - -- sj•. �y,u --�s� ' (�-- ' .c i-- - t. r�, -n-r�v . �-%�i_ -�-� d� �1 � " � .+l �* �V ;F � I---7-��-i- r i I - 7C 1 .44 . � ' � ' � _ � _ � T 183.20 , � ' � �.�� KENNETM RODRIGUE$ • GARTNERS INC. �� ' t_�_____- � _ _ � �. ; : /.�� ' V "` ~� ' Yy^'� ' ^ �. � ' �, 1�5 N a r 1� W h I�m�n R o�E. 5 u 1 1 a 3 0 0 � � ' ��82.�0- : � \_ ..,t._ ..__� �'�!� �.v.��.�.n.. ; � � X,s,e� T 18. TC 18 .6 � � <� ,�j m� \ ` � � {18253 _ �� , j` � . . o 0 � �:./`� �� \ Mo nlaln V I• C 11 8 5 0 9 8 5 0 7 .._�� ..�� , �. ,� ; ,� _ l \ ir, . 2.86 c�82 as '�,._.�. �>�•� e.� '� ° • - . - - - ' - - - � ,.�e h,�,<� � �„y, '�-�-...,,,�.�. ,� _ g�p � � 0.,� .99. C 183 20 g � { �` '' = , oa� _ ` �1 ^�. I ��J -,4 .� i "_ :.. r.r __. ... ._ , :�. 83.16 182.71 � 182.97 182.8�8 ITYP. �j - -- -- - � ^� 3 06 183 � ; , - . . .�.._.��., .v-.-. ._. � ' � I �� i� ��--.--�- 183•28 183.28 ��3.32+ +8 +18 O6+ „-_ � THE _ 183 20 ' ,.,,..... ._...,�_�_ ' _� �8 , � �-- . ( � t ; _ `� i + _ � , 183.12 0,� - ` r-, � , ,�� r- - � . = 183.1 .�. ... � i �� .-�. .., 18 ; �� "' � �r� � �,•�TBZ.i'o� � . � ��. Z -- f �� ■GU ZARDO �.-- �� ------- __ � w . � ,! 'ff . , 2x a. r� � PARTNERSHIP iNC. � � -�� , <- �__,- '' �e2.si � , j � `^ ,� y� -- � .- � � � ! � �.� � Landscape Architects• land Planners � � r �� S '� I ' ;=-i W' '��v { � = q 3 AD 182.86 - AD 182.86 -f 8� ! tai Greenwich st�eet :� i ,n � - ; 4 � - ■ - - $ �' PA D 3 ��F,eM�ua.��,,, .. Z «� : TC 1 . y ,� . _ �;;\,, 8.08 AD 18.70 • +f , � ra�s aaa��z ;" , � i , „ vr�`- 8 ��J-J t-t�'7' �,�_��, tf� � _ _�.� (UNDER EATH)� � 82 � a"` O FF '� � F415433 5003 V � � z �I�l O r .7 -� ,�i ) O ~ -` � � ,y. _r � 183.28 '� J� T ~' �,_ / �F -� FF �� AD 182.9� �`� 17G r 'J tr (183.30) N , .- ,_-- ,= - � a I � � �'` �^ 83 3 ■ � �� n �s bo �3 � � E�., _ ,� _�. .., :- , _ _ � �"�. �" i K � : . ' � ( � � V �. �� . O� p . 1 3.20 � UNDERN ATH , `r;� j `jc3 ,! �. �' : �' i 97 i , � L �AD 183. + , %' ~ +183.20 ,`D 1X 0� , , r �- � ( � � 'r � ` � ' � AD 183.10 �,, ��_.�..,-- � � o �' # O "�._ o �. _ � � � �.. ,v, � , j � /�.�.. ;' �` � I.. 3( ' 'OT + A 1 3.10 3.18 � ;�--- ----- -----r�Y---'- � '- i ? b ;� y �� , _ ;�',/,'� . 83.0 � - .,,�«. I . ., t j� ^ \ .3�. � '� �'� � � � � �} � �� M � 0� � `%�.7 4...�..., � �.� � �83.16 1X 183.�8 183.28 Q a o a o 0 0 � � o o a oQ a �� +`'�!!�f 'I �'� .�,,, � ,- Y. , � i SF •�v � a� � T ° i i' _ _ �, AD 183.10 ' ; , -- `. I � .� , _ _ �..J`,.� �'�+ �' 'l L 182.28 sub ra 183.18 183.18 4�' �= � �� =C i1�3.50) _ ��'�r � 183.18 a� • min.12 below �-�� r��^�, � i i: � I ! 1 x' � - � � � �1�.�,.� ,.,i'� �V� AD 183.15 { S!' � ;} . � _ - � C� � '�l ''o ° ° �, � ' �� ? - <= > +183.54 ; � �t � �' b; - , � � , 1 F � � �� 183.28 � � ; . ) '{ � I ;� .� ? ' � / ; ( � 7�� r I � �� :. : _ /� ��1 0 {� '�1 0 ' �� ' �'° R�„s�� S ,. �` � /� I i ,:� j \: `,_ � '� 11.15.12 PLAN CHECK SUBMITTAL SET , _ j� � � ,1 � a �' � _; �- ; i�,, 183.28 183.28 �;U �.1 � 09.04.13�� PLAN CHECK 1 RESPONSE ,I: ; 1I t } ' �� ? ; : ; = `i� 18 0 ��•28 1 �0 �-..J 10.15.13 2 PLANNING ASA REVISIONS � ' ' 3 � � _ �L �L > � �� _ °��T,.sx _ , � S H O P 4 '� � ' .� , -�-� � , � � '/ ;, ��: " ' "" v�. � � PLAN CHECK 2 RESPONSE � �' � 1 I � � _ ,��, L� 01.24.14/� , S: ; ' � ' _ AD0,: �`.� _ FF =} , � 8 ASA REVISIONS � ;'` � . s ; � ' _ iaz.ob?, _ 83.3 03101 .�, � :� � � _:' ? : - � _ � t . .a�a ,a t : : � ; i� , : - ; _ `�` T 4 BUL ETIN 3 FOR CO STRUCTION" (� o) �� • ;� ' `, , T=.1 . 1 !� ;� = `983.12- TS 184.25 S 18.00 ' � 183.28 ' ' � , . '' ' - � ` � ' BS 183.15 BS 183.15 � S ( , i ! ' �l ! � - ' i � ',•` � _ ��j�__ y....- : 3steps: 2steps: TW 184.45 % I � '� �. ' _ �iN185.13 S �� ' 4 1/2'riser,l5"tread 5'riser,l5"treod CON TANT t "i ' I ' ` f . TS 184.63 BW 182.95 ;1 .20 183./,0; �._%: , 3 '�._i = t �S �= BS 183.15 TW 185.81 / � C . ��,� f: - > . �83.2a 4steps: �� 53.28 PROJECT NO. ZZ.S�J9 DATE ��.��J.2��2 ��,`,(i` ' 184.75 : �,� .`� ApO '' 1 9X, 4 1/Yriser.l5�tread 183.03 ••'` ; 87.66 T ( ( � � � TW 1 CONSTAN I F T :1 .7 ; `�•-,$ Qp ' CONSTANT DR4WNBY AIB scue AS SHOWN ��' i + - ! 7.00 � . �L 2. ,� ,I, 183.28 83.28,,,,,,,,,,,,183.� ":� � ..� ;��: �;--F w -�� ti��=,�,,, ,,, � ' ' \P�'i "�' ,�E�`�LIN�]„,� �Q� �,�� ,�� „ ,o„� ��,o, ,Q� ,�� o� �, ,,,�� CMECKEDBV GL . �. , , �. . , . . ��... �% . �= :` �� '1 %'� 1.9X ��-._.' ,_ ,� �� ,• cn,�' , _ > �. � 1 F� 1 ,.sx� � ;� -� . � i `; ,-��Y3 �;,\ : :�,�s J , t �8a.o ,.,. .��.��s3.�o �.sx �83.�0 �3+�� `�� TrP• �a _ ..,.. _ .�vtT� �� ; ;: FINE GRADING PLAN 3. o , . , � ,.��• ,_ ; , . .. -' . , . .-.,ti.,.� . ,, , ( 182.50 3.10 183.1 ; „ .., ;: , q �� „ � , v .._. ;� . � . ��- � Ap �-, _ a �a o , . ,' � ,�' �KD v�� i� � � 0 ' � �� . �'6'yVt � , A 182.50 , , -, � - � � � . . � - @.� .,,,,.. �, , � ,. „ , „i, . � � -_.___ .__._ _ __-- _._.. �' - - - - -- �x - �x _ .,, , i i �,/� �� -- - ,� _ _�, r �:., � 182.5g �� ".�� ..��. . -- , �.��.:� . _ , . _ . �...� � , ,,,, � 8. ,_ _. , „ ,_ „„„ ,.„ , ,,,, ,,,,. ,,, ,.� �...,�t82: �.�....�,.......� ,. „ ,,... ;;;,,,, � � , ,:. ,�' �g -�--:{''--%---� ' ` -_385,05-:� � t84.32 183.51 I "- � �� 184.65 '� I ��' ' �� " .,.: 1X�w;a' 1X,� lxl �84.04 1 337 183.23 pSCA .• �`� X+ - PROPERTY LINE � + ' `. 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MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T M R O D R I G U E 4 { V�R�N E R 5 1 N G. �1 5 N o r 1� W h I a m�n R o�A, S u I 1• 7 0 0 M o u n 1 a i n V I�• . C A 8 5 0.9 6 5.4 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 G�eenwich St�eet San francisco,CA 94111 T 415 433 4672 F 47 5 433 5003 .__V�s � I I �' ' �.�i� .,, ��i.-��:«_ REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/,m;,,� PLAN CHECK 1 RESPONSE 10.15.13,� PLANNING ASA REVISIONS 01.24.14/3 PLAN CHECK 2 RESPONSE &ASA REVISIONS � PLAN CHECK 3 RESPONSE 03.10.14%4 •gULLETIN 3-FOR CONSTRUCTION' �aaecr No. 22.559 DATE ��,�rj.2��2 DRAWN BY qIg scue AS SHOWN CHECKEDBV (jl FINE GRADING PLAN PNpSCApf 4. `�Ymon N C` Wy j ��,y�� - � L-3.6 � � ,. ,.� �,��.. R O201!KENNETH RODRIGUES 6 PARTNERS,INC. �y\ \\ � � ��, � �� '�ir, .�, � � ��-� �� , � � L �V/ � - � l��/��✓ �\ �� ,� N 181.65 � �zl �. \"\ ''\` "C e• �, , ' �`' . .� ✓ � •,�'SFT�,�. 'ts TC t75.7o _-, � � �. � C`� c/ ' �t ,,.. �� ;-� ` \ ,.,., ,,\ �� . _ . , ,_� �, � /� �.,�,. , ; _ ,\ ,��` rc ,�e.os / < .., • � / � ,`•,�� C 176.02 ' C {�.,{ / � ' � l�a F �' � '�.A�� '`�'� �� ``'�,�� ; � %� X,j IX; .. /� � /�� =� �r�� _ � , � . �\� \ V ~; ^``� /�.�� . �� ' ,. \��. P, ry '�_ \ c� � _ :�: �� ' _ oo) �/ ��- �� ;��} � , ,�. / � - '��' �,�t s� ;'''``x�� _ :.�� "'�. ' �� -�� '� �:�an.1�' f � �_t 6. � i�'.TC 1 93 i ; � �''� ,� ��s'�f, C 175.2A j�.� /� �� y� `� > `�� ' � � , i- �i�� ,=�- �i� �� ,� , � _ �� - �� -- �� _ �� '� �'" ,? � ✓� r �� ' '� , ��,� � �,, �t i`, '.� �, � ��.. �� t--� ,� t � � ��f�� / �r 'L�.� \/ \ trT)/� � / % S-> � 'o. � :.,��, � ,y� �,'SC'J 75.74 � � _- � . / / �'N � �• �. 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C 175.26 �'�F �._� '` z, ,, TC 174.76 l` .� ~_,��Y 175.00 �.=�:' �TC 175.10 P 17 6 � ��' � �� `\ /�,`�� '�►•, �5:1 174.7� �.:,;, ./ � P 178.76 t �Ae' �� .� �� \l .. ��J� ' -�'/�-t f"��,�� _}�',, \\�� \ /,r,, � �� _� �-.�.,��_� � ,�t'�;, Ij;�/ ' �x `�-.. +�, �,,, •I » � �s j;, .. �\ � ,,, /� � .�7�,� -�_ _ -i TC � `1l`�f� ;';i � ' 175.24 '�,, �O �'��!K-�' � ' 175.34 f' ° y �o r ��.' ' ! i�..(•� �''�,�� ` F�i!.�:'"��.. 177.30 �-�`� �;; �\ '�. "o�',�,� ' /�6 ' ,��.3� j� �� '� �;� ' ,; '� �v 176J0 , �� ,�. ��'� �r I G A RAG E •S��garage design ;� '{ for detailed � ' ' grading plans. � � , i ' .�+.....r.w..�.-..s.. .�r. " -f.r.n.,:.u-�, -.. _��r '�� 176. � , ' ( _ % i �( i j � :� �/ (18 .80) ,�6.3� � \�/ , I " ` � � .� ;;� , , � � ��'� :��v�� 4. ' � � i ! J6�d1rt:�!4:u�,r.� � > � J i� ' � � ; !�� I . .- .�. ), ..--"""' ; �n S� ,��j ' � ,� ,., a,��,�t.� � .�-i'_C:f�Y i.�.?�t i`4 w+.r+r.�.rr ..Y�i �'�= ti/�`i\ �•:�- � � � �'�� I � � ' 'm ? ` �;;� �1w ;;�. �r��--'.��__ ; ! 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REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/� PLAN CHECK 1 RESPONSE 10.15.13,� PLANNING ASA REVISIONS 01.24.14%3 P�N CHECK 2 RESPONSE 8 ASA REVISIONS 03.10.14� P�'N CHECK 3 RESPONSE 'BULLETIN 3-FOR CONSTRUCTION' PROJECT NO. ZZ,�jS9 DATE ��.�rJ.2��2 DR4WN BV AIB scue AS SHOWN CHECKEDBY GL FINE GRADING PLAN 4,`� �aY^'°n,y 'C` W2y �. o��y�� v � n L-3 .7 � � u .r�,ql oa�ia ��Q F OF CA��F� O2(114 NENNETH RODRIGUES 8 PARTNERS,INC. � '� 178.35 � � ``~�``'°�� ; ne.00 ' �- � na.2a -/_ \. ' - _` TC 177.69 ,_ 1 . ._ ��; -� _ , . . � 177.90 ,T �� -. � �� _� � �� ,.� �� \ �k l ` ��". � „� ��' �� ..�� e+ \`\ � 'i�{�'✓��J\ �"� 1 � �-�� i ^,.� ,� l �- !% , � �° � \`,,,, \ ''�,� ��` � .r �� '.n. ` '��•,,, -� � '`�'`�'� Tf�177:42 `�� ''/ �, ti `� �� TC 1 3 � =!�!'�',Y �;�,,,�,,,, ��. / i ��,, `�=� 177.60 / \-\ �� C'� / / � '' k'J ��' � /, `�, 4io ,� -� ./ .' :� � ✓� ,, ;' �� .� �� ,�;' o � � �� ;� ti \� / /j ,' ��•`,/ � "' �� ' � � ,�° ' �7+�� r� � � ,... _a. s -�.,,....s�. .�. / /` ` d � � i a �.� '� {�, / /1✓' ��. �. , , � �, / � __.� r�<"'�, � � � � ` 1 ,��` '� ,/" � � �� , .. � i �'7 � Scale:i/16'=1' 0 8 16 32 North � , � .� , �, -,, -�. �\ rc n�.2s ,�,� �1�,, '• ;� rc'�n�.2o �� - � ,i �. ,�, `'�- / . � ' < � �'''�/ � , rc »�.20 ��~{ � _ ' `` ��'ry�� i\ . ::;, ? ��'�,> -' � ' �, ` �_� _ � �� T8 �C ,'S' /, ,. ; / � `�'•. � 1 ��. � TC 177.25 w� •, K 177.SQ .�� _�,Q; ��- ` ,<�,j� ,� � � .� �� ; :, c,».25>+�� ` ✓�� '� � �� 1 .70�. �.,�� 177.25 ". �� TC(176.91) . p / �' ,� ''� '� � / 177.63 `,�� FG��79.30)`'� } - � � _,� i � �� TC 17712 ��" T�G .176. a J� � �f `o ��. �� ' ;�7746 � MAIN STREET CUPERTINO STEVENS CREEK @ FINCH t CUPERTINO,CA ,Z' ; � � � 1 03+ ; • �. TC 177 05 • i - '� . ;��_ lJ --*,� . �-._��- . .. , . _,v � ��^ � �178.23 177.87+ `t,, i/ :�� t, � � _ M O 3r»�. �� `':� � 176. �'s�� C 177.30� AIN STREET CUPERTIN _ -+ , � �. , :� '� ,.;,- �:0 f - _ --," � :. , AGGREGATOR,LLC � `/y8:07 / \ ;� � \N, �- �•r` ' '� � � _i` ` 203 REDWOOD SHORES PKWY,STE 200 � "' :� � �. ,Y'76.80 ��'� ��'�xxX� _ REDWOOD CITY, CA 94065 � � 3.5� %� �- -�-1� � ^��'� � . '� ��...., J _' � ./'i `\� / ��: �Po� �. . Ti / l f( /�.�/ �O � �o. � � _; 7916 '_ TC 177.90 , _� � ' �V xxx+ <.� . ,�, � : ' c.,-__ 177�i. �/" � , r , � �, ,� _ - ;i�, - � �:� i'-,, TE 176.24 � / �.-- --�� ,,,� % T 177.23 ' �, 177.24 ��l' �' ti,s,�'', ' 811 t, �. ;;�� i ; 177. +. ', _ ,�v � ;;- �>, �:� � , � � -, � � /� , xxx � �" +�-w .� ;� .e�� / ! �� N /j �•�� /�,34 �`��J Q/. - -;S.i�.,., KENNETN RODRIGUES • FI1i1TNER5 INC. ` '/ . C J � /� �, e� '� � %� . L� .� i /�� C :. � - �� .. ' / ,� (•,.1 ` _ •� "-' ��1.�/ � ��5 N o r 1� W�1�m�n R o�E, 5 u 1 1 s 7 0 0 .. \ :( •. -�'�t i ) ' � � T 177.36 � � i� �,�„ `� ,,� t�- _� � . . � ,j;� ��_ uo �iai� vie c� s s o e s s o�o 0 1.97G � \'\ �"' `' } , � ," �SFT ` / �,. - � . _ �,� . . �,,' ��-�,,� . � „/ ��F / 1<<� �` ��;_ r�� p, �;, •,`'�� 1 � � 1177.77, TiN VAf�1�S�• ' •,�• ' • •rf � >^� THE � ��- ;� / �'� � ..T�3ee QetO)�5�,.'.`.`-i� �, _, �` �'` GUZZARDO ,��Y " ' ` ' V � �� - ■PARTNERSHIP iNC. � �� - `� • ��. . . .�� `��.`� r�-�,-. \ / �� -� �:,.�.`.�.�.��\� � �,-jl�- ;�.��`-�- Landscape Architects• Land Planners / �" �'� �t'� � -�� '''�r� 181 Greenwich Street �� . �'�( I�J� �i / f `S . } �. � � � � � ,\,.�� , San F�ancisco,CA 94111 t 'i :%� � ,. T 415 433 4672 - � ' ' /� }��,� �/��y�,��y�� . ,�f! f1�L ,j / `" F4/5 433 5003 / 1'\�'''V - __ ' � TC 178 t,C�i,(c �.`.+�. -:/ J' ��'�,._ � " '�.� � ��F'.¢ W � �• �� i�"��. / � , �.� � /'l/ � 1 9X .'` _�` �. . . �� _'i' � � � �� y � . .�.� � � "��. Kev� N . :� , � �� j' TC 178.20 TYP:.�; ��. . . :`� ��,�..,� 1� �'� � ��'ti /� I �-� • SF�� .W ,,�� r�� . � �� ;•� y�..��,��o _,,, ,: � � ''� �� r �� '�'��' 1.�'' � � � � � ' ` � � m � �i � � ��.�`..�. :� ' � ,'�r n�� - ��. . . . .r i� � � � ` � �"� I ' � � ' `�W�� :r-�: �_. �t. �� a� n,' l �( i � �� :>:'� � � �� `,-. �,} ��'' � v ��. � �`✓ x� . . / � I / / �; .�. . .� �; /�� .i i� i� w� wv r �o�T:� , �/�. . ., .a,�. S; ;( v /� l��/� ,�• I O �� ,��¢i: � .' .!; �� .. � �. J ` l r' �,-'':.. ; � -�:�' `-�, ;��.�. �. . �.�I �S ,�, � Q ��.fi� ( m _ - . . .,>;' ` � o � �;' t7s.o2 -��=� �,1.�. . 1 � °� ,s /// y'� ' .. � /� , ,�•�,r� � i�. . i � /� �� REVISION i ,�' r J` i �>� � � � � � � �`�'`,,� , ^ � �i' �'�j / 11.15.12 PLAN CHECK SUBMITTAL SET � �`� l J --' . 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ZZ.SrJ9 DATE 'I'I.'IS.ZO�Z � s ' TC(179.20) 6' ' ' �� ,;,.„ =�SX �� -"� DRAWNBY AIB sc,ue AS SHOWN - MATCH LI N E L-3.2 ; � TC 178.62:� y �"�$3tT_� �� '� � _ � CHECKED BY GL �- - - - - - \.�� ; , -.� � C�1��. � � ' "� � ` � ''97 79�95 � �� " FINE GRADING PLAN 1,- � ' � 8. - -.�,�s � �r(, �' � & �✓ r � FV', �� - � �� --�,� �, � -. �� i , .,. �x ff� ` -,-��i�i�� h S-- - - > ` 179 7B; u .�. \ \ ___ _ -' �.. ��. I♦ .. Ji l ,` ` rA � �U9. uiiinnni -r N SC f �� D0� � ,�•. �....�;- P D Apf _ �t� � � i� :� ` �179.�� ; \' 4. Vymon,�, C` �� 7 \�/ ' � �.' °' °.�y�� ( � W � ..� , i • ' ' _ .. .. � . r , � � s i �7 .68 �� _'_ $ ��i�'� - -�+ _ \ ' � � L , ` r , f / � _, , e ,.,, _ - � ,� � 6 �� _ �,�9.6 > , i ? �� • J L-3 - % 'p S �' =� \r' "'( •.r�, oaaeia �Q• ■� - '. 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Wndswpe Architects• Wnd Planners 181 Greenwich Street San Francixo,CA 94111 T 415 433 4672 F 415 433 5003 Kevtiar N 5�I I� "� � � �`�` �--<` `' � ,_= I � 19J4 ; o I �� =� � � � I MATCHLINE SEE LEFT R�„S'� a ;: 11.15.12 PLAN CHECK SUBMITTAL SET � Q � , 1 � �1 { ' ;� � 4 � Cr; r = �' ;. � •" 09.04.13%�� PLAN CHECK 1 RESPONSE r � j O i _ � i� �T� `��-�__' r__. �" I --- -- --- - c i � 1 - � �, � SZ��.,, 1 � � \. .� �� 10.15.13�� PLANN�NG ASA REVISIONS � ' i] ' �;-� ',��C(179.75) � H OTE L 3 PLAN CHECK 2 RESPONSE /`, 3'� � �1�� v . � � ' I T , ' 01.24.14/,� �ASA REVISIONS ' ,' �' �"{ �'�� ` C� C ' � ' , r r � ' 03.10.14�� B�ETIN 3 FOR CO STR CT ON" /� ' � �i� I TC 180.15 f� - �' � � (180.00) 1 i r r ,_; _ r � � , _ =��i� -�`i �� r � �� , � � _ - � � � �I � � � �' I ,.�-; �� A f � '� 79.98 1' PR0.IECT NO. 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C� 6 5 0.9 6 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Greenwich Street San Franciuo,CA 94111 7 415 433 4672 F 415 433 5003 /II� ��? �\ �� , - `;`!�' '�:�.,�- _ ■ �.;� �� _ -. . , __�_�_.�_.�..�. � -; .,.«.�.. I �� ;;�I :"•—"•^ J REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13,/?� PLAN CHECK 1 RESPONSE 10.15.13�2 PLANNING ASA REVISIONS 01.24.14 j3 PLAN CHECK 2 RESPONSE 8�ASA REVISIONS � PLAN CHECK 3 RESPONSE 03.10.14�4 •gULLETIN 3-FOR CONSTRUCTION" PROJECT NO. 22,�jS9 DATE ��.�rJ.2��2 DRAWN BV AIB scue AS SHOWN CHECKEDBY GL OVERALL PLANTING PLAN �v `�ymon,1, •(� c2a��. o��y�� ;. ____ _� L-4. 1 .��:. � O2014 KENNETH RODRIGUES d PARTNERS,INC. p � . 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Landswpe Architects• land Planners 181 Greenwich Street San Froncisco,CA 94111 T 415 433 4672 F 415 433 5003 KEYMAP rJ � � REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/?� PLAN CHECK 1 RESPONSE 10.15.13;�2 PLANNING ASA REVISIONS 01.24.14%3 P�`N CHECK 2 RESPONSE $ASA REVISIONS 03.10.14(� P�N CHECK 3 RESPONSE 'BULLETIN 3-FOR CONSTRUCTION" PROJECTNO. 22,�JS9 DATE 'I'I,�S.ZO�2 DRAWNBY AIB SCALE ASSHOWN CHECKEDBY GL PLANTING PLAN W��'�,,..,,,yo��cy/.� � �� __� � L-4. 11 .^ ,�;� _. O2(N4 KENNETH RODRIGUES 8 PARTNERS,INC. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T M R O D R I G U E 3 1 V�R T N E R S 1 N C. ��S N a r 1� W h I a m�n R o a!, 5 u I 1 a =0 0 M o u n t s i n V 1�w . C� 6 S 0.9 6 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. 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C A 8 5 0.9 8 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Greenwich Street San Franciuo,CA 94111 T 4t 5 433 4672 F 415 433 5003 KEYMAP rf _ � ��,� ;� , ��;.�.. REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13� PLAN CHECK 1 RESPONSE 10.15.13� PIANNING ASA REVISIONS 01.24.14/3 PLAN CHECK 2 RESPONSE &ASA REVISIONS 03.10.14 4� P�N CHECK 3 RESPONSE 'BULLETIN 3-FOR CONSTRUCTION' PROJECT NO. �I�L.rJS9 DATE ��.�rj.2��2 orv�w�+er AIB scue AS SHOWN CHECKEDBY GL PLANTING PLAN �S�t: �.a�,,.,,,,,�o iy W � 1�'�� J �^ � � L-4.9 ;: .�'J, 03�6 14 �Q� 9lF OF CA��F�P O2014 KENNETH RODRIGUES 3 PARTNERS,INC. THIS IRRIGATION DESIGN COMPLIES WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE OF THE CITY OF CUPERTINO. SECTION NOT TO SCALE FINISH GRADE TORO DL 2000 DRIP LINE TORO DL 2000 OPERATION INOICATOR(DL-MP9). USE ONE PER ZONE AND LOCATED AT FWSH END OF 20NE. POP-UP OPERATION INDICATOR NOT TO SCALE NOTES: 1. SEAL ALL PENEfRATIONS THROUGH CONCRETE SL48 WATER-TfTE PER ARCNITECT'S SPEqFICATI0N5. 2. COORDINATE INSTALLATION OF COPPER PIPING AND RISERS THROUGH STRUCTURE TO CONSiRUCTION UNDER THE DIRECTION OF THE ARCHITECT. POTfING SOIL LEVEL CONNECT TO TORO D1200 SUB-SURFACE 12'O.C. DRIP TUBING. - - - - - - (SEE DETAILS) -I II--I I I-III- _ �/Z�SCHEDULE 40 PVC FlTTINGS. -II-III (THREAD BOTH END$) 1/Z'SCHEDULE 80 PVC KiNG BROTHERS MODEL FR-500 NIPPLE(T.B.EJ FIEX RISER. RISER TO ENTER POT THROUGH DRAIN HOLE. CONCREfE PATIO, ENLARGE HOLE IF NECESSARY SIDEWALK OR TO ALLOW ADEOUATE DR4INAGE OTMER � AND TO ACCOMMODATE FLE% HARDSCAPE RISER. SURfACE.� a N. , - • . NPE'K'COPPER PIPE t/2'TYPE�K'COPPER RISER WITH WROUGNT COPPER fEMALE ADAPTER FLUSH WITH PATIO SURFACE PLANTER POT IRRIGATION NOT TO SCALE ROUNO PLASTIC DRAIN CRATE(BU REFER TO LANDSCAPE PLlWTING DRAWINCS FOR fINISH CRADE DEP?H OF MULCH COVEF , �� I � ��b I�� I y�y�H�� 12' � DICKSON & ASSOCIATES, INC. L A N D S C�P E I R R I G�T I O N WifiY OICNSON.ASIC m(sx)sa�-ssis rNC(s�o)s+�-ssis v.o.eox sis PALO CEONO,GWFORNN 96073 1/2'IPS��PVC HOSE (.840 O.D.)USE ONLY IPS WELD ON/795 SOLVENT CEMENT ON THIS HOSE- PAIM 7REE BUBBLER 8' � �� ` � `. ��j� 1/2'SCMEDULE 40 PJC A1ALE ADAPTER(GRA1� MALE ADAP'fER MUST 8E GRAV IN COLOR. WHfTE PVC SHALL NOT BE INSTALLED AT THI$LOCATION. �1/2'SCHEDULE 40 PVC MALE ADAPTER SxSxT SCHEDULE 40 PVC TEE OR SxT ELL IN PVC L4TERAL LINE �. � 3'BREAiMER TUBE(1W0 TOTAL) 1REE R00T BALLJ �3'DRAIN PIPE PALM TREE IRRIGATION NOT TO SCALE WASHED PLASTER SAND IRRIGATION NOTES 1. THESE IRRIGATION ORAWMGS ARE OIACRAMAIATIC AND MDiCATNE OF THE WORK TO BE INSTALLED. ALL PIPINC,VALVES, ETC.SHOWN WITHIN PAVEO MEAS IS FOR CURIN ONLY AND ARE TO BE INSTALLEO WITHIN PLANTING MEAS WHERE POSSIBLE. DUE TO 7HE SCALE OF THE DRAWINGS,R IS NOT POSSIBLE TO INDICATE ALL OFFSEfS,fITTINGS,SLEEVES,ETC.,WHICM MAY BE REQUIRED. THE CONTRACTOR IS REOUIRED TO INVESTIGATE THE STRUCTURAL AND FiNISHED CONDiT10N5 AFFECTING ALL OF THE CONTRACT WORK INCLUDING OBSTRUCTIONS,GRADE DIFFERENCES OR AREA DIMENSIONAL DIFFERENCES WNICN MAY NOT HAVE BEEN CONSIDEREO IN THE ENGINEERING. IN THE EVENT OF FIELD DIFFERENCES,TME CONTRACTOR IS REQUIRED TO PLAN THE INSTALlAT10N WORK ACCORDINGLY BY NOT�i1CAT10N ANO APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATNE AND ACCORD�NG TO THE CONTRACT SPEdFIGT10N. THE CONTRACTOR IS A�SO REQUIRED TO NOTIFY AND COORDINATE IRRIGATION CONTRACT WORK WIT}i ALL APPUCABIE CONTRACTORS FOR THE LOCATION AND INSTPLLATION OF PIPE,CONDUIT OR SLEEVES THROUGH OR UNOER WALLS,ROADWAYS,PAVING,STRUCTURE,EfC.,BEFORE CONSTRUCTION. IN iHE EVENT THESE NOTIFICATIONS ARE NOT PERFORMED.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL REOUIRED REVISIONS. 2. THE CONTRACTOR SHALL EXERCISE CARE IN LOCATING PIPINC AS TO NOT CONFLICT WITH OTHER UTILI7IES. DO NOT INSTALL IRRIGATION PIPING PARALIEL TO AND DIRECTLY OVER OTHER UTILITIES. 3. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIREO TO SUSTAIN GOOD PLANT HEALTH. 4. IT IS THE RESPONSIBILITY OF THE LANDSCME MNNiENANCE CONTRACTOR AND/OR OWNER TO PROGRAM THE IRRIGATION CONTROLLERS TO PROVIDE THE MINIMUM AMOUNT Of WATER NEEDED TO SVSTAIN G000 PLANT HEALTH. THIS INCLUOES MAKING ADJUSTMENTS TO THE PROCRAM FOR SEASONAL WEATHER CHANGES,PlMlT MATERl4L,WATER REOUIREMENTS,MOUNDS AND SLOPES,SUN,SMADE.AND WIND EXPOSURES. 5. nT THE END OF THE REQUIRED MAINTENANCE PERiOD OF TME CONTRACTOR,THE OWNER SNALL PROVIDE REGULAR MAINTENANCE OF THE iRRICA710N SYSTEM TO ENSURE THE EFFICIEM USE Of WATER. MAINTENANCE SHnLL�NCLUDE,BUT NOT BE LIMITED TO CHECKING,ADJUSTING,AND REPNRINC IRRIGATION EOUIPMENT ANO CONTROL SYSTEM. 6. 120 VOLT 0.C.(2.5 AMP DEMAND)EIECTRICAL SERVICE TO IRRIGATION CONTROLLER IOCATION TO BE PROVIDED UNDER ELECTRICAI CONTRACT WORK. IRRICATION CONTRACTOR TO MAKE fiNAL CONNECTION FROM ELECTRICAL STUB-OUT TO CONTROLLER AND PROVIDE PROPER GROUNDING PER CONTROLLER MANUFACTURER'S INSTRUCT�ONS. 7. CONTROLLER SHALL IiAVE ITS OWN GROUND ROD. THE GROUND ROD SHALL BE AN EIGHT FOOT LONG BY 5/8�DWAETER U.L APPROVED COPPER CLAD ROD. NO MORE THAN 6"OF THE GROUND ROD TO BE ABOVE GRADE. CONNECT/8 GAUGE WIRE WITH A U.L MPROVED GROUND ROD CUMP TO R00 AND BACK TO GROUND SCREW AT&45E OF CONTROLLER WITH APPROPRIATE CONNECTOR. THI$WIRE$HOULD BE AS SHORT AS POSSIBLE,AVOIDINC ANY KINKS OR BENDINC. 8. IRRIGATION CONTROLLER TO HAVE ITS OWN INDEPENDENT 24 VOLT COMMON GROUND W�RE. 9. CONiF2ACTOR SHALL PROGRAM THE IRRIGATION CONTROLLER TO PROVIDE IRRIGAiION TO ALL PLANTING WITHIN TME ALLOWED WATERING WINDOW OF TIME AS REQUIRED. THE CONTRACTOR SHALL CREATE CONTROLLER PROGRAMING THAT WILL NOT EXCEED THE MA%IMUM GALLONS PER M�NUTE FIOW RATE STATED ON THE DRAWINCS,AND NOT EXCEED THE CAPACIlY OF ANY MP1N LME PIPING. 10. IRRIGATION CONTROL WIRES SHALL BE COPPER HUMER JACKETEO DECODER G4BLES WITH U.L.APPROVAL FOR DIRECT BURIAI.IN CROUND,SIZE{/14-1. SPLICE SHALL BE MADE WITH 3M-DBR/Y-6 SEAL PACKS. i t. FLOW SENSOR CABLE SHALL BE A SHIELDED,iWISTED PAIR CABLE,SRE�16. NO SPLICES ALLOWED. 12. SPLICING OF DECODER CABLE IS NOT PERMITTED EXCEPT IN VALVE BOXES. SEAL WIRE SPLICES WITH 3M-DBR/V-6 SPUCE SEALINC DEVICES OF SIZE COAIPATIBLE WITH WIRE SIZE. LEAVE A 36"LONG,1'DIAMEfER COIL OF EXCESS WIRE AT EACH SPLICE AND A 36�LONG EXPANSION LOOP EVERY 100 FEET ALONG WIRE RUN. TAPE WIRES TOGEfHER EVERY TEN FEET. TAPING WIRES IS NOT REQUIRED INSIDE SLEEVES. 13. PLASTIC VALVE BOXES ARE TO BE BLACK IN COLOR WITH BOLT DOWN,NON-HINGED COVER MARKED'IRRIGATION'. BOX BODY SHALL NAVE KNOCK OUTS. MANUFACNRER SHALL BE CARSON INDUSTRIES. 14. INSTALL REMOTE CONTROL VALVE BOXES 12"FROM WALK,CURB,LAWN,HEADER BOARD,BUILDING,OR LANDSCAPE FEATURE AT MUITIPLE VALVE BOX GROUPS,EACH BOX SFiALL BE AN EOUAL DISTANCE FROM THE WALK,CURB.UWN,ETC.AND EACH BO%SHALL BE tY APART. SHORT SIDE OF RECTANGULAR VALVE BOXES SHALL BE PARALLEL TO WALK,CURB,EfC. 15. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS WHERE POSSIBLE(NOT IN UWN AREA). 16. iHE REMOTE CONTROI VALVE SPECIFIED ON THE DR4WING5 IS A PRESSURE REDUCING 11'PE. SET THE DISCHARGE PRESSURE AS FOLLOWS: 1. HUMER MP ROTATORS�45 2. SPRAY HEADS=35 PSI 3. BUBBLERS-35 PSI 4. SUB-SUREFACE DRIP�30 PSI 17. 7NE IRRIGATION CONTR4CTOR SHALI FLUSH M1D ADJUST ALL SPRINKLER HFADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALI(S.ROADWAYS,ANO/OR BUILDINGS AS MUCM AS POSSIBLE. THIS SHALI INCLUDE SELECTING THE BEST DEGREE OF ARC TO FlT THE EXISTINC SrtE CONDIiIONS AND TO THROTTIE iFiE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 18. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERW�SE NOTED ON THE DRAWINGS. 19. LOCATE BUBBLERS ON UP-HILL SIDE OF PLANT OR TREE. 20. INSTALL A VALCON 5000 SERIES SPRING lOADED CHECK VALVE BELOW THOSE BUBBLERS AND EMITfERS WHERE LOW HEAD DRAINAGE WILL CAUSE EROSION AND/OR EXCESS WATER. 21. WHERE R IS NECESSAftY TO EXCAVATE ADJACEM TO EXISTING TREES,THE CONTRACTOR SFiALL USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND TREE ROOTS. E%CAVATION IN ARFA$WHERE iW0(2)INCM AND LARGER RO0T5 OCCUR SHALL BE DONE BY HAND. TRENCHES ADJACENT TO TREE SMOULD BE CLOSED W17HIN 7WENtt-fOUR(24)HOURS;AND WHERE THIS IS NOT POSSiBLE.THE SIDE OF TiE TRENCH ADJACENT TO THE TREE SHALL BE KEPT SHADED WRH BURUP OR GNVAS. 22. IRRIGATION CONTRACTOR TO NO?IFY ALL IOCJ�L JURISOICTIONS FOR INSPECTION AND TESTING OF INSTAILED BACKFLOW PREVENTION DEVICE. 23. PRESSURE TEST PROCEDURE. THE CONTRACTOR SFIALL• A NOTIFY ARCHITECT AT LEAST THREE(3)DAY IN ADVANCE OF TESTING. 8.PERFORM TESTING AT HIS OWN E7(PENSE. C.CEN7ER LQ4D PIPING WITH SMALL AMOUNT OF fl4CKFILL TO PREVENT ARCHING OR SUPPING UNDER PRESSURE. NO FITTING SMALL BE COVERED. D.APPLY THE fOLLOWING TESTS AFTER WELD PLASTIC PIPE JOINTS HAVE CURED AT LEAST 24 HOURS. t.TEST WE(CONSTANT PRESSURE)AND OUICK COUPLER LINE HYDROSTATICALLY AT 125 PSI. MINIMUM. LINES WILL BE APPROVED IF TEST PRESSURE IS M/UNTAINED FOR SIX(6)HOURS. THE LINE WILL BE APPROVED OR NOT APPROVED AS SUCH RESULTS MAY INDICATE. THE CONTRACTOR SHALL MAKE TESTS AND REPAIRS AS NECESSARY UNTiI TEST CONDRIONS ARE MET. 2.TESf RCV CONTROLLED UTERAL LINES WITH WATER AT LINE PRESSURE ANO VISUALLY INSPECT fOR LEAKS. RETEST AFTER CORRECTINC DEFECTS. 24. THE SPRINKLER SYSTEM DESIGN IS BlSED ON THE MINIMUM OPERATINC PRESSURE SHOWN ON THE IRRIGATION OR4WINC5. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY OIFfERENCE BETWEEN THE WATER PRESSURE INDICATED ON TI#DRAWINGS ANO THE ACiUAI PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO?HE OWNER'S AUTHORIZED REPRESENTATIVE. 25. IRRIGATION DEMAND:36 GPM AT 70 PSI STATIC PRESSURE AT IRRIGATION POINT OF CONNECTION. F1ELD VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. IF ACTUAL WATER PRESSURE DIFFERS FROM TFiE STATED PRESSURE CONTAC'T ARCMRECT FOR DIRECTION AND POSSIBLE REVISION. 26. PIPE THRFAD SEALANT COMPOUND SHALL BE RECTOR SEAL T+2,CHRISTYS ULTRA SEAL.OR APPROVED EOUAL. IRRIGATION LEGEND SYMBOL MODEL NUMBER DESCRIPTION O PROS-06-PRS40-CV-MP3000360 HUNTER POP-UP SPRAY SPRINKLER WITH ADJUSTABLE MP ROTATOR NOZZLE(LAWN) e PROS-O6-PR540-CV-MP700090 HUNTER POP-UP SPRAY SPRINKLER WITN ADJUSTABLE MP ROTATOR NOZZLE(LAWN) � PROS-06-PR540-CV-MP300090 HUNTER POP-UP SPR4Y SPRiNKLER WRH ADJUSTABLE MP ROTATOR NOZZLE(LAWN) - PROS-06-PR540-CV-MP2000360 HUNTER POP-UP SPRAY SPRINKLER WITH ADJUSTABLE MP ROTATOR NOZZLE(LAWN) Q PROS-06-PRS40-CV-MP200090 HUNTER POP-UP SPRAY SPRINKLER WITH ADJUSTABLE MP ROTATOR NOZZLE(LAWN) � PROS-O6-PR540-CV-MP200090 HUNTER POP-UP SPR4Y SPRINKLER WRH ADJUSTABIE MP ROTATOR NOZZLE(UWN) � PROS-I2-PR540-CV-MP3000360 HUNTER POP-UP SPR4Y SPRINKLER WITH ADJUSTABLE MP ROTATOR NOZZLE(SMRUB) � PROS-I2-PR540-CV-MP300090 HUNTER POP-UP SPRAY SPRINK�ER WITM ADJUSTABLE MP ROTATOR NOZZLE(SHRUB) � PROS-I2-PR540-CV-MP2000360 HUNTER POP-UP SPRAY SPRINKLER WRH ADJUSTABLE MP ROTATOR NOZZLE(SHRUB) Q PROS-I2-PR540-CV-MP200090 HUNTER POP-UP SPR4Y SPRINKLER WITH ADJUSTABLE MP ROTATOR NOZZLE(SHRUB) O PROS-I2-PRS40-CV-MP200090 HUNTER POP-UP SPRAY SPRINKLER WITH ADJUSTABLE AIP ROTATOR NOZZLE(SHRUB) � PROS-O6-PR530-CV-15-Q HUNTER POP-UP SPRAY SPRINKLER(LAWN) Q � PROS-O6-PR530-CV-12-H,0 HUNTER POP-UP SPRAY SPRINKLER(LAWN) 0 � PROS-O6-PRS30-CV-8-H,p HUNTER POP-UP SPR4Y SPR�NKLER(IAWN) � PROS-O6-PR530-CV-5-0 HUNTER POP-UP SPRAY SPRINKLER(LAWN) ■ PCB-25 HUNTER BUBBLER(TREE) o RZWS-36-25-CV HUNTER ROOT ZONE BUBBLER ASSEAIBLY AND CHECK VALVE.(TREE) � 1X1�SUPER AMIAO FILTER WITH 155 MESH SCREEN � 3200-1X2' SUPERIOR NORMALLY CLOSED MASTER CONTROL VALVE O 3200-2' SUPERIOR NORMALLY CLOSED MASTER CONTROL VALVE � FSI-T10-001-1"/P7171D CREATIVE SENSOR TECHNOLOGY FLOW SENSOR WITH SHIELDED COMAIUNICATION CABIE � ICV-FS-AS-ADJ SERIES HUNTER flLTER SEHTRY,PRESSURE REDUCING REMOTE CONTROL VALVE � T-FCH-H-FIPT TORO FLUSH VALVE(PIPE THREAD) Q T-YD-500-34 TORO AIR RELEASE k VACUUM RELIEF VALVE ♦ HO-33DRC HUNTER QUICK COUPLING VALVE N T-113 NIBCO GATE VALVE(UNE SIZE) � 975XL2-1' WILKINS REDUCED PRESSURE BACKFLOW ASSEMBLY (LEAD FREE) B 975XL2-IXi' WILKINS REDUCED PRESSURE BACKFLOW ASSEMBLY (LEAD FREE) � 182199L GROUNDING PLATE LOCATION FOR GROUNDING IRRIGATION CONTROL TWO-WIRE PATH. SEE DEfAILS AND MANUFACTURER'S(PAIGE ELECTRICAL COMPANY) INSTRUCTIONS AQ� ICA6-HUS-99D/SOLSE/SP/ICD/ IMPERIAL TECHNICAL SERVICES CONTROLLER ASSEMBLY WITH ICD-HP/ICR REMOTE/MP16/ HUNTER ACC TWO WIRE DECODER CONTROLLER,SURGE BO� PROTECTION,TWO W�RE DECODERS,DECODER PROCRAMMER, O� ICR WIRELE55 REMOTE RADIO,ALL EARTH GROUNDING EOUIPMENT,STAINLESS STEEL ENCLOSURE,NORMALLY OO � CLOSED MASTER VALVE,CREATIVE SENSOR TECHNOLOGY O� FLOW SENSOR,AND ENCLOSURE MOUNTING PAD. /WOREW BOLT FOR ORDER,PURCHASE,AND WARRANiY. (888-438-7435) ALSO CONTACT CMRIS McNAIRY,HUNTER INDUSTRIES,(707-695-3890)WITH OUESTIONS REGARDING TWO WIRE CONTROLLER COMPONENTS,INSTALLATION,WIRING, WIRE SPUCING,GROUNDING AND DECODER PROGRAMMING. PREqPITATION RATE CONTROLLER dc STATION NUMBER APPROXIAIATE FLOW(GPM) REMOTE CONTROL VALVE SIZE • -• MAIN LINE: 1120-SCHEDULE 40 PVC PLASTIC PIPE WRH SCHEDULE 40 PVC SOLVENT-WELD FITfINGS. 18�COVER. LATERAL LINE: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOWENT-WELD FITTINGS. 12'COVER. 1-----------------�� COPPER PIPE: 7YpE'K'COPPER PIPE WITH WROUGHT COPPER SOLDER JOINT FITfINGS. ROUTING AND INSTALUTION SHALL BE PROVIDED UNDER IRRIGATION CONTRACT. DRIP IRRIGATION TORO DL2000 PC DRIPLINE � � ZONE BOUNDARY: (RGP-4-18). INSTALL AS DETAILED `��J 18'O.C. SEE DRIP IRRICATION DETAILS FOR TUBING LAYOUT,AND INSTALIATION METHODS. BOUNOARY DEFINES AREA FOR ORIPLINE TO BE CONNECTED TO ONE REMOTE CONTROL VALVE. SEE IRRIGATION PLANS. 4'COVER. r"�"�"�"�'��"�"�"�"1 DRIP IRRIGATION TORO DL2000 PC DRIPIINE - - ZONE BOUNDARY: (RGP-4-12). INSTALL AS DETAILED - ' 12'O.C. SEE DRIP IRRIGATION OETAILS L��•��•��J FOR TUBING LAYOVT,AND INSTALLATION METHODS. BOUNDARY DEFINES AREA FOR ORIPLINE TO BE CONNECTED TO ONE REMOTE CONTROI VALVE. SEE IRRIGATION PLANS. 4"COVER. SLEEVING: 1120-SCHEDULE 40 PVC PLASTIC PIPE. 18�COVER. 2�'UNDER VEHICULAR PAVING. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 I K E N N E T M R 0 D R I G U E S 6 G A R T N E R 8 I N C. ��S N o r 1� W�I�m�n F o a 0, S u 1 1• 1 0 0 M o u n�a I n V 1�w . G F 6 S 0.9 6 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Greenu�ich Street San Francisco,CA 94111 T 415 433 46)2 F 415 433 5003 Kerrav N ,\ _n_ � `'�� „ r=:�� REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13�PLAN CHECK 1 RESPONSE 10.15.13�PLANNING ASA REVISIONS 01.24.14�PLAN CHECK 2 RESPONSE 8 ASA REVISIONS 03.10.14�P�'N CHECK 3 RESPONSE 'BULLETIN 3-FOR CONSTRUCTION' PRQIECTNO. ZZ,SS9 DATE 11.15.2012 owewr�er AIB scn�e ASSHOWN CFECKEDBY GL IRRIGATION LEGEND& NOTES �S�v `aymun No ��y W � r�� r • `a�� l • L ✓■ 1 ✓�j IXi28.1� �P 9ff OF CAl\E�Q� O2011 KENNETH RODRIGUES 8 PARTNERS,INC. IWn Sf CUPOrtIMO/A/JOB/tY121W�/ L5 / L5.1 /SYMBOL SRE NONE/03-31-20ts WD • , � - � � � � � � � � � � � , , d _ ,. . - GROUNDING PLATE LOCATION FOR GROUNDING IRRIGATION TWO-WIRE PATH. � � �' �' 4 � � „�„��,� „�„ �� SEE DETAILS AND MANUFACTURER'S INSTRUCTIONS. TYPICAL � � '� -6- S�� M A i N S T R E E T � ) � � 1-4"SL. / SL. -�� 1- SL. 2�"2 �' Q O I . ._. _. � _. _. -- _ __ - �� i ........... o - � 2,2 - - - - _ _ _.-_ - _ - - _� _- „=� CUPERTINO ACTUAL LOCATIONS ��2 '� 2�2 � � 6 SL. 1� AND OUANTITIES 2�2 2�-�• 2%z I ��:, NoTES: STEVENS CRE (� FIN H SHALL BE FIELD �•� O - DETERMINED 2� � � � ' 2-4 SL. Q 1. UNLABELE �� I BASED ON I 6~ s�. D� CUPERTINO,-CA � SUBSURFACE � i ° � PIPE DOWN REAM FROM I IRRIGATION �I I - 1" 1J�"THREADED 8RAS5 PIPE WITH THREADED 8RA55 0 " �.r EQUIPMENT � - ��z FITfINGS FROM WATER METER THROUGH BACKFLOW _ SIZED PIPE I TO BE 3/�j r ! � ' rj`�'' MANUFACTURER'S PREVENTION DEVICE. � � IN SIZE. ' �( �i� ��• +-,j a y . N • RECOMMENDATION. O - � � 1J4"WATER METER WITH 2" SERVICE LINE FOR IRRIGATION IS TO BE PROVIDED UNDER � � �°� �'e (TYPICAL) . - T T T 1�q � CIVIL CONTRACT. IRRIGATION DEMAND: 36 GPM � 70 P51. FIELD VERIFY WATER `�• 57 1�2 2. SUB-SUR CE DRIP �i� O OOO 14 O.S7 PRESSURE PRIOR TO CONSTRUCTION. IF ACTUAL WATER PRESSURE DIFFERS FROM �- A-27 � THE STATED PRESSURE, CONTACT ARCHITECT FOR DIRECTION AND POSSIBLE REVISION. A- \ � ' IRRIGATION A EAS MUST BE �"9.1 � A-28 _ : - = � : J ... .. HAND WATER D TO IN �g.. _c�Y`.► � •)r� �+ II \ -___ �� 7 ` N 11 I1111 �R�iY,� ��..�i•1Y�J.s.��l�w�...�.._� �" 14 ,�♦ �\ - � ,.,.,,, - �> .. , � . •e•:•.• 0.5 I / \ ; \ ;� : � ,,,,,;;,,,,, SOIL MOISTU PRIOR TO ,�:�, 2-��. � o PLANTING. TER PLANTING' MAI STR UPE NO HOPS 8 6� S� ° �\ = � AS 5 THE SUB-SU FACE DI}�;j��;; !}�•EF'E_'� I I '%� i a° s�. `='� 'S0 �:�' z" s�. 2"s�. 2°S�. �� 0 �� :' SYSTEMS MU BE 0�'E�`�4T 203 ��``ST�00 � ,... / - � �1.2� ' 'o - ::: A_29 •.•. ` � -- ----;-- -- - --- --` � _ ; ,;.} n s�. 2� S�. ON A FREQU NT BASIS TO REDWOO ITY, CA o65 . - - - , , 'I � �'2 p �- 3 0 _I _ I______ _ _ a . _� MAINTAIN S01 MOISTURE I � � �--� �- � CONTENT. D NOT ALLOW 6 SL. IRRIGATION CONTROLLER 'A' - INSTALL IMPER�AL � St �8� s' s�. � O � I- � 6�s�' � � � � . SOIL TO DRY OUT. •r II I TECHNICAL SERVICES CONTROLLER ASSEMBLY AS I � � \��// L�EGENDD CON ACT ANDIRIEW BOLTRFORIORDER, I � I �4 MAINTENANCE ROUTINE b z,l ls� � 4" S�I PURCHASE, AND WARRANTY. (209.404.1746) j I ; �c ' i SHALL INCLU E PROBING 'st A � �y SERVICE WITH 720 VOLT A.C. ELECTRICAL. � Q I SOIL TO MON OR MOIST O 1.50 I � ELECTRICAL STUB-OUT TO THIS LOCATION SHALL i t3 � � . , _ BE PROVIDED UNDER ELECTRICAL CONTRACT. O ' ' I n IT CONTENT. U E CAUTION E-5 1-4" S. SOLAR SYNC WEATHER SENSOR IS PART OF �O � � W H EN P RO BI , ti N�T H�o o� u�7�"�T G A R T N E 0.3 i r,c. � 1- " L. � 1�2 CONTROLLER ASSEMBLY. CONTROLLER SHALL BE 6"SL._ •: � � `; ' I �j NOT DAMAGE SUB-SURFACE I I 1� 3 - -LOCATED WHERE UNOBSTRUCTED RAINFALL AND I � � � � � � SOLAR RADIATION WILL COLLECT IN DEVICE. D �� ' i ��s r+o.�n w n i.m,� re o.e . s�i�. z o 0 � s-s�. 2. S� 0.57 � .� - - o _ � DRIP TUBING. wo�� .,� �,.. �� 6 5 0.9 8 S.a,o 0 - � E-4 I � _ _ I � 2°s� � E^� I � �1 3. REFER TO HUNTER i I t" - :1 ; � I T , �"8.� i z'� S�� PAD 1 � � i INDUSTRIES SPECIFICATIONS � i-- �• � T �� FOR GROUNDING EQUIPMENT THE i ' F 179.7 � �' � i � �� FOR TWO-WIRE DECODER GUZZARDO ��'� a�' '�a�'° a ' . ' I � - - _ _ � ' r :��57 ' � CONTROL SYSTEM. PROVIDE ■pARTNERSHIP �NC. �;�;• ?r lriiil if T i '� 'i u u;;,�u;i i�i� ,i u u u u,i i�i�i� • • • ' 0.5� A i 1 G R O U N D I N G F O R E V E R Y LandscapeArchitects• WndPlannen n; � i i i ,tl:tl:it I I!I II ( I O � li �u��ii...i r.i i.�i i �;n; �i i��i i.�i i�.. s° s�. EIGHT 8 REMOTE CONTROL 181Greenwidi5treet � ' �� ' .� �il II I E-6 � ( l �II II ii II I I II II II II iI�II iI:C: iI II II II iI I�I j l 2" SL. E-'Z ACTUAL LOCATIONS AND QUANTITIES � � _ Q I \ / SanFrancluo,CA94111 tll II il i I I II II � � �SHALL BE FIELD DETERMINED BASED � = ��4.5 ' T VALVES. GROUNDING SHALL Taisa33ae�z I II II��I II ILII II il II II II II II II II II III 1"5_ �� ; O N S U B S U R F A C E I R R I G A T I O N � I 1 ' � � ' F 4 1 5 4 3 3 5 0 0 3 t � �� 4�� a��o 4 � � - EOUIPMENT MANUFACTURER'S � 0.57 BE INSTALLED EVERY 500 �� ` �� I I ��2 2 4� RECOMMENDATION. (TYPICAL) 2-4�SL. : � ' - � 1.50 FEET OR CLOSER AS VALVE I A �SUB-SURFACE DRIP IRRIGATION , � E-8 ' I� COUNT REQUIRES. KE�,,�,,P N � 1.25 E-3 I �� BOUNDARY. (SEE DEfAIL) (TYPICAL) � I 1�z ��$' I GROUNDING SHALL BE � ACTUAL LOCATIONS AND � 1"4.`J GROUNOING PLATE LOCATION FOR GROUNDING Y� �• O ' i pUANTITIES SHALL BE TESTED AND MUST ACHIEVE � A-ZF> � IRRIGATION TWO-WIRE PATH. SEE DETAILS AND FIELD DETERMINED , 3 � 2^ S� I O MANUFACTURER'S INSTRUCTIONS. (TYPICAL) �� E-g I I HUNTER INDUSTRIES MINIMUM BASED ON SUBSURFACE I il HO s-s�. i , �- 4 ' IRRIGATION EQUIPMENT GROUNDING. FOR EFFECTIVE FF 181.Z5 � - I MANUFACTURER'S ( RECOMMENDATION. ��' i II O.S7 ��2 2-4"SL.I � I ' � I i (TYPICAL) a-25 � 2" s�. � � . � � � sl I-s IRI ACE DRII BUBBLER LATERAL PIPE SIZING � � � 1"6.1 � � _ � IRRIGATION BOUNDARY. QTY OF BUBBLERS LINE SIZE I 2"SL. I � - �/ (SEE DETAIL) (TYPICAL) / r ---� j - 10 4„ 2'�ISL I _ ' I -�- R�nsiorr - I _ - � ' I __L_J 1 1 - 2O 1�� ,�5,�2 PLAN CHECK SUBMITTAL SET � �I 1.50 2"s�. � _ , I --�-� 1�� I 6"SL. I p � 2^ I � ___r y 21 - 35 1/ 09.04.13 1�PLAN CHECK 1 RESPONSE I I A"3 5 � � �e ' _�_, 36 - 60 �%�� 10.15.13�PLANNING ASA REVISIONS 2�h��• I R R I G A T I O N C O N T R O L L E R 'E' - � �� _�_ I I SERVICESMCON ROLLER NICAL I � I I � ' � - ' �--` 6� + 2�� /� pLAN CHECK 2 RESPONSE � I 2"SL ASSEMBLY AS DETAILED AND AS I 6"SL. • !� - SPECIFIED IN IRRIGATION � - ' � 1.50 LEGEND. CONTACT ANDREW � � ' I I I BO�T FOR ORDER, PURCHASE, � � _I I A-23 ANO WARRAN'fY. (209.404.1746) � � SERVICE WITH 120 VOLT A.C. � � � I �� EIECTRICAL. ELECTRICAL ( I l � i� I STUB-OUT TO THIS LOCATION � : 1"THREADED BRASS PIPE WITH THREADED BRASS I �,_�� SL. 6"SL. SHALL BE PROVIDED UNDER 1.ZS � �: FITTINGS FROM WATER METER THROUGH BACKFLOW ' ��/ � � }� � � ELECTRICAL CONTRACT. SOLAR PREVENTION DEVICE. �I A-22 SYNC WEATHER SENSOR IS PART I � 0 C OF CONTROILER ASSEMBLY. � � 1"WATER METER WITH 1J�"SERVICE LINE FOR p I � 1"3.7 I�1" CCONTROLLER SHALL BE LOCATED � '-� IRRIGATION IS TO 8E PROVIDED UNDER CNIL 2� ' I I �2 �WHERE UNOBSTRUCTED RAINFALL � = CONTRACT. IRRIGATION DEMAND: 15 GPM � 70 PSI. O 'I O�AND SOLAR RADIATION WILL � _ FIELD VERIFY WATER PRESSURE PRIOR TO � � ' � I - COLLECT IN DEVICE. - CONSTRUCTION. IF ACTUAL WATER PRESSURE • - I � 0.57 � �I i= DIFFERS FROM THE STATED PRESSURE. CONTACT ° �^ �„ � A � �� = ARCHITECT FOR DIRECTION AND POSSIBLE REVISION. _ - � � _ - - - - \ .. \ E-, �-' - ' o. � �.5o r.�u � � _ � - � � � �°5.a ' o '� = - i =�- 4 .1 - - � m ° 2-4" SL. I - 1�., _4. �- - "6.4 �" 4 �°9• a - � SL. ;:6"SL. �)� _ _ 2. - I � `` - - - - I � 6`S C. � ' •A - -- ---- - o D . ,. � � � - i-a s. z" s i" i" z"�. -a's� - �i ��, SUB-SURFACE DRIP 0 � \' �2 _ _ O p ' IRRIGATION BOUNDARY. ��/ � S• -6 SL � / ' � � , � � (SEE OETAIL) (TYPICAL) p ��i �� - � E-m _ �.. ��i� �� J -�� \� �� - - ----- ---- - - - - � ' �.ZS 1.50 � : - - '�'a . - ' _ � r_�o f'-�R 01.24.14 &ASA REVISIONS PLAN CHECK 3 RESPONSE �� / 03.10.14 4 ^gULLETIN 3-fOR CONSTRUCTION' --- � �� * 1 �l� * 6 5�. � vRO.�cTra. 22.559 on,e 11.15.2012 l� F��d� DRAWN BV AIB scn�e AS SHOVtM Z-4�SL. CHECKEDBY GL -��2 DICKSON & ASSOCIATES, �NC. IRRIGATION PLAN L A N D S C A F E I R R 1 C A T I O N �,,,p��.,� TEL(530)517-SSIS FNC(S]0)3�7-5313 P.O.BO%a15 _ PILO CEDRO,GWFORNN 96073 O PHDSCApF t, �aYmon�o `9 SL. 2' SL. ry � r�% SL. � � � Scale:1/16'=1' � • � � � . `o-„ . ---- - 0 8 16 32 ✓'r o%s_�a �Q ■ / L" rrF • oQ� �2 OF �p�\F North O201<KENNETH RODRIGUES 8 PARTNERS,INC. /17-219/A-Comm«ciol / L-S-kriq / LS.Y /SYYBOL 9ZE: 19] /03-31-i01a Wp ■ SEE SHEET L5.2 FOR SHEET NOTES MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 il K E N N E T H R O D R 1 G U E S ♦ V A R T N E R S 1 N C. ��5 N o i t� W�I�m a n R 0�E . 5 u 1 1• 2 0 0 M o u n 1�i n V 1�r . C A 6 5 0.9 6 S.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architecu• Land Planners 181 Greenwidi Street San Franciuo,CA 94111 T 415 033 4617 i 615 433 5003 �� N REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13 1�PLAN CHECK 1 RESPONSE 10.15.13�PLANNING ASA REVISIONS 01.24.14�P�'�'N CHECK 2 RESPONSE &ASA REVISIONS 03.10.14�P�N CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION" aRO,�cr rro. 22.559 on� 11.15.2012 o�uwra av AIB scue AS SHOWN CHECKED BY GL IRRIGATION PLAN �2y,�v D�xymon yof�l'i i : 1..� n � �� L-5.3 ✓'l 25.�.1 d �P 9f'`p F C A�\E�Qa O20141�NNETH RODRIGUES 6 PARTNERS,INC. ■ MMH 51REEf CUPErtfNO/I�/JOB/71-2t9/�-COmmwcbi / l-S-briq / LS.3 /SYYBOL SIIL 194 /OS-Jt-20ta LMO �'2 . � SUB-SURFACE 2_4 DRIP IRRIGATION - O.S7 BOUNDARY. (SEE I DETAII) (TYPICAL) A-2O - �-\�� o �'� �� ARCHITECT FOR DIRECTION AND POSSIBLE REVISION. � o. � i.so r.�u L � = , �=}-�- 4 .1 - ._ . . . ,^.,n I = - - 1"1.8 I - J .�� - -�- - - 4 L. � ' I�� I�/I �� ' i 1-4 S. . � � SUB-SURFACE DRIP � � � �'. • 2 2"S 1" 1" 2" �L. � ' IRRIGATION BOUNDARY. .�/ ��. O i' E 5' � � - �� C. / . (SEE DETAIL) (TYPICAL) 0 �� _ - _ _ � � ' ,-. . �,� �,�.,�� a.' S�. 1.50 �--- ..... .. __ _ . �� - ----- ----- - -. � w . _ _ 1L4 � -� A-15 r--- - - - - --- - - - - - -- --- - - - - - - - - - - - - -- - - - -- - - -- ---- - - - - - -- - -�- - - - �� 6 ' _ t� � ' /2=4"SL _ ' ' 0.57 1 - A-1 4 ' 2-a'S�. . . . . - - - - -- - - - _ ' _ 1^ 1Q ' �� m �� ri � - � 4"SL. � _ 5 �.. � o a � I / Q - - ' 2-4"SL. ' � " �• -- ------ -- ------------ -- ------ -- ------ --- ' - PLATENDING i � ' ��21 TYPE 'K' COPPER PIPE WITH WROUGNT COPPER SOLDER " � \ 4" SL LOCATION 6'S�. JOINT FITTINGS. ROUTING AND INSTALLATION SHALI BE ' FOR �� •57 PROVIDED UNDER IRRIGATION CONTRACT. (TYPICAL) 0 GROUNDING ' � ' A �-- 4" SL ' � IRRIGATION B-6 I _ ___ - � _ TWO-WIRE � � t" 5 � I 1.25 _ -_- _ -_ ' � -PATH. SEE � I II t I! DETAILS AND I I B �$ _ I 6" SL. ' � MANUFACTURER'S ' �OOOO '� ACTUAL LOCATIONS AND QUANTITIES SHALL BE FIELD I I I �^ 5 � I I =I � -INSTRUCTIONS. ' ,� DETERMINED BASED ON SUBSURFACE IRRIGATION I + I I ' =I . (TYPICAL) � �r� '� EQUIPMENT MANUFACTURER'S RECOMMENDATION. (TYPICAL) I 1.50 _- _ - - 6" SL. � � - � � - � �I SUB-SURFACE DRIP IRRIGATION I I I I B_�� 2"SL. _ Q I ' �� 1 ' ,I BOUNDARY. (SEE DETAIL) (TYPICAL) � I I I I �^ 5 ' \ e ' i �i i � � �� SHOP � � ,� �� ek3�\�� i ' ;i i I �� FF 1 .0 ____ � ; : c-,�M �� I � � ;� FUTURE MAJOR i o.57 � I I 0.57 b i � � I '� 5 i; 1" I � � � ;� T E N N A N T I B-1 4 B-16 '� � � � �� 655 FF 186.0 �.5o i ,- 5 - �� '6.3 I i � � i�_. ' I �� » 4 0.57 1.25 � 1.25 �� -t �" _ _- I ' I 4� ' '" �i B-i i i o.5� _- , i � B-10 B-9 �- 4 B-13 : ; I ' a"5�. �� ' �� ' 0.57 i" 6 �" � i"6. . �� B-15 : N � �_ � �"4.3 I � I B-7 I � � ' � • �I 1.50 �• 4 I ----- -- �� _ � � p ' �• ,� � � �I I � ' t� � � �� ' � �I B-8 I �� _•_ � � I j ' 1� i" 7 � - '�_ I � � ° :.�. �n 0.57 ' �� i� I 1.25 ._. ° I I' ` . . I ► _ ' . � � �I I B-12 . � � C-12 := I� � � � �"3.2 t� - I : �•1 I � �I GROUNDING PLATE LOCATION FOR GROUNDING IRRIGATION TWO-WIRE PATH. I � •� , � � ' �I SEE DETAILS AND MANUFACTURER'S INSTRUCTIONS. (TYPICAL) I 1" __ ___-_=�. i ��'(i,. , ' i ;___ �^ � �I 1� �� 1" �� I �� SUB-SURFACE DRIP IRRIGATION SETBACK LINE ' �� -- � �2 �� « ,_, 4" SL. O _80UNDARY. (SEE DETAIL) (TYPICAL) � I . , , _ „ _ , , d ' _ "e b_ t� _ " _ '�_,. " _I 1 � � � ' ' � �4" SL.' 6" SL�� '� � �'� , Q O .... .... � a � I� _ ' - � � �" -_ O � � � e - -,L`� _- _ ' .,, ; ` ',, T_ 1.,, ,,, B, , , „ ., „ ,�� , . ,T� , , � _� T,:, � � �� -•` . a � - - - - 2 SL. �° � 2"SL' ` _ - ? - I - RORERfYtINf �� t-''� 2"SL. 2" SL I ;` 2?S�. . 2.S , • _ � � �`,,�_ �� .� a � . . . � -_ _ _ _!: _ _ • � �� ! ' . . . . . . .♦" , . • .7._.__ _ � __ _ � _. � - . --,.. - - , � .., ' ._.. _-1 �� ' ' � �a. .. • - --' _'J. . . �' _ .. ... � �' �.... �... . . . . ,. . _ �.,.L. __�._ __ • ' ' . ' _ ' _ a. . _ _ ' ' . .. . .�. .._ _._.._... . . • . .. . . . .. � . - _ - - - _ - - _ _ - - - _ - - _ _ - _ _ - . . ._ ��• . --- ' - . T . . - - _.. . - � . .. . .a . . . .. - �a.,� . � -------�-- •3 .; , :' , .,.' • �� ---------�---- 1"THREADED BRASS PIPE WITH THREADED BRASS FITTINGS FROM' ' ' , .. �• ' WATER MEfER THROUGH BACKFLOW PREVENTION DEVICE. �, �• ' •' •�' � � •^ I 1"WATER METER WITH 1J�"SERVICE LINE FOR I IRRIGATION IS TO BE PROVIDED UNDER --------------J � ' CIVIL CONTRACT. IRRIGATION DEMAND: 20 GPM O 70 PSI. FIELD VERIFY WATER � ' ' PRESSURE PRIOR TO CONSTRUCTION. IF ACTUAL WATER PRESSURE DIFFERS FROM THE STATED PRESSURE, CONTACT ARCHITECT FOR DIRECTION AND POSSIBLE REVISION. � ' ' IRRIGATION CONTROLLER 'B' - INSTALL IMPERIAL TECHNICAL SERVICES CONTROLLER ASSEMBLY AS DETAILED AND � ' AS SPECIFIED IN IRRIGATION LEGEND. CONTACT ANDREW BOLT FOR OROER, PURCHASE, AND WARRANTY. ' (209.404.1746) SERVICE WITH 120 VOLT A.C. ELECTRICAL. ELECTRICAL STUB-OUT TO THIS LOCATION SHALL BE _ PROVIDED UNDER ELECTRICAL CONTRACT. SOLAR SYNC WEATHER SENSOR IS PART OF CONTROLLER ASSEMBLY. � O' ' / CONTROLLER SHALL BE LOCATED WHERE UNOBSTRUCTED RAINFALL AND SOLAR RADIATION WILL COLLECT IN DEVICE. � I UB-SU�FACE DRIP IRRIGATION BOUNDARY. (SEE DETAIL) (TYPICAL) _ _ . NOTES: 1. UNLABELED LATERAL LINE PIPE DOWN STREAM FROM SIZED PIPE IS TO BE 3/4" IN SIZE. 2. SUB-SURFACE DRIP IRRIGATION AREAS MUST BE HAND WATERED TO INCREASE SOIL MOISTURE PRIOR TO PLANTING. AFTER PLANTING, THE SUB-SURFACE DRIP SYSTEMS MUST BE OPERATED ON A FREQUENT BASIS TO MAINTAIN SOIL MOISTURE CONTENT. DO NOT ALLOW SOIL TO DRY OUT. MAINTENANCE ROUTINE SHALL INCLUDE PROBING SOIL TO MONITOR MOISTURE CONTENT. USE CAUTION WHEN PROBING SOIL. DO NOT DAMAGE SUB-SURFACE DRIP TUBING. 3. REFER TO HUNTER INDUSTRIES SPECIFICATIONS FOR GROUNDING EQUIPMENT FOR TWO-WIRE DECODER CONTROL SYSTEM. PROVIDE GROUNDING FOR EVERY EIGHT (8) REMOTE CONTROL VALVES. GROUNDING SHALL BE INSTALLED EVERY 500 FEET OR CLOSER AS VALVE COUNT REQUIRES. GROUNDING SHALL BE TESTED AND MUST ACHIEVE HUNTER INDUSTRIES MINIMUM STANDARDS FOR EFFECTIVE GROUNDING. BUBBLER LATERAL PIPE SIZING O1Y OF BUBBLERS LINE SIZE � - �� 4�� 11 - 20 1" 21 - 35 1 j" 36 - 60 1j" 61 + 2" SER1.� � � � * 1(�� c,�r S�y�` �� BfFp�'�� DICKSONo&AASSOCIATES, INC. MNifY OICKSON./SIC m(s,w)s��-ssis FNC�sw)s��-ssi3 P.o.eox�is PALO CEORO.ULi0R/M 9607� Scale:1/16'=1' 0 8 16 32 North MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R I G U E S d P A R T N E R 5 1 N C. ��S N O r t� W�I t m�n R O�G, S u I t• 1 0 0 M o u n t s 1 n V 1 a r . C A 6 5 0.9 8 S.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Plan�ers 181 Greenwidi Street San kanciuo,CA 40111 ?G 15 433 4677 F ai s a33 soos KEYMM N REVISION 11.15.12 PIAN CHECK SUBMITTAL SET 09.04.13�PLAN CHECK 1 RESPONSE 10.15.13�PLANNING ASA REVISIONS 01.24.14�P�N CHECK 2 RESPONSE 8 ASA REVISIONS 03.10.14�P�'�'N CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION" PROJECTNO. 22.rj�j9 0�� 11.15.2012 owauasr q�B scue ASSHOWN CHECKEDBY GL IRRIGATION PLAN �,,''� \aYmun �,o �C-y 2 � � �i W � � � l.� n • 1� • �s, ��,. ,�� L-5.4 a. � 9lf OF CA�\��Q O2014 KENNETH RODRIOUES 6 GARTNERS,INC. ■ ww smm wrcmMO/N,ae/�2-sic/�-cw�.��..�ra / �-s-►ria / u.a /snea s�zc ias /os-}i-soia uc MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO I AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T H R O 0 R I G U E S i P A R T N E R 5 I N C. ��5 N o r t� W�1�m�n R e�! , 5 u 1 t• 2 0 0 M o u n t�1 n V I s r . C A 6 5 0.9 6 S.0 7 0 0 THE GUZZARDO PARTNERSHIP wc. Landscape Architects• Land Plannen 181 Greenwidi Street San Franciuo.CA 94111 T 415 433 4677 F 615 433 5003 Kermna N REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13�PLAN CHECK 1 RESPONSE 10.15.13�PLANNING ASA REVISIONS 01.24.14�P�'N CHECK 2 RESPONSE &ASA REVISIONS 03.10.14�P�N CHECK 3 RESPONSE "BULLETIN 3-fOR CONSTRUCTION' aRO.�cT r,o. 22.559 onre 11.15.2012 oruwraev AIB scue ASSHOWN CHECKEDBV GL IRRIGATION PLAN �� ,�moa yo -�y � ` �;�� . ' ,� . J✓'f mzs_ia �Qy L 5■ � 9rf p F�C A l\E�Q� O ]014 KENNE7H RODMGUES 6 PARTNERS,INC. � - - -- - - - - - - --- - - - - - - - - - - - -- -- ---- - - --- - - - � � �-- I 1.50 a•57 RETAIL FLEX 2 FF 1818 � i _ � i i 1 � 1 � MAI N STRE ET ; ,,4 CUPERTINO ; STEVENS CREEK @ FINCH � CUPERTINO, CA ' ' ' ' NOTES: i � � 1. UNLABELED LATERAL LINE PIPE � � DOWN STREAM FROM SIZED PIPE ( � �4 SL. IS TO BE 3/4" IN SIZE. � z,• o w' ' o00 � � � 7 � � � � 2. SUB-SURFACE DRIP IRRIGATION MAIN STREET CUPERTINO � � - - - - � � 0 � ~ AREAS MUST BE HAND WATERED AGGREGATOR,LLC ��2 4" s�. , ��2 0 4� �2" s�• ' � o TO INCREASE SOIL MOISTURE 203 REDWOOD SHORES PKWY,STE 200 �� ------ -------- --- -- --- ------- -- -- ---- -- -- -- - -- � . - �- - a s�. 4- I PRIOR TO PLANTING AFTER REDWOOD CITY, CA 94065 � �- SL. 4" SL. 4' SL. 4"SL. 4" SL. 4"SL 4"SL. \ � o - - � z° � ��2 � PLANTING, THE SUB-SURFACE �______ ``:�:`25``` _ _� DRIP SYSTEMS MUST BE I OPERATED ON A FREQUENT BASIS R � 1.5o C-34 � � � � ( t.5o 0.57 ( TO MAINTAIN SOIL MOISTURE i� � � C-35 � .05 � ' I � �4" SL. GROUNDING PLATE LOCATION FOR GROUNDING o CONTENT. DO NOT ALLOW SOIL C-37 C-36 IRRIGATION TWO-WIRE PATH. SEE DETAILS AND � � �" � ' MANUFACTURER'S INSTRUCTIONS. (TYPICAL) I TO DRY OUT. MAINTENANCE ; ; � � I I i"4.5 �"2.6 2-5L. ' O ROUTINE SHALL INCLUDE PROBING SOIL TO MONITOR MOISTURE KENNETM RODRIGUES � PARTNERS INC. °� p - - 2's�. � CONTENT. USE CAUTION WHEN I ' ��s N o�i n w n�.m.o a o�a, s u i i• a o 0 i -t - � 2" s�. 2' s�. a°s�. T , , ' 2�� PROBING SOIL. DO NOT DAMAGE 4� s�. ' r SUB-SURFACE DRIP TUBING. "°°°�.�° °�.� `" °'° 9°° °,°° 0 6"SL I •s�. _ - - - - 2"SL. I I T I I 2"� 4" SL. � 2" 2" SL. �y � 2 SL. � � �' " 4 6"SL 2 � � � � � ��_^ � _ �_ � . ' 3. REFER TO HUNTER INDUSTRIES _, : �^ � � , �� '�� SPECIFICATIONS FOR GROUNDING THE �' ' i ` � EQUIPMENT FOR TWO-WIRE ■GUZZARDO ' 6 �� " �" 2 s�. I ' I " S�� ' DECODER CONTROL SYSTEM. PARTNERSHIP iNC. � 2" SL. �Z.5 . 0 0.5 2~ 0.5 � I ��_ � i �� F- ' � ' �' � �� PROVIDE GROUNDING FOR EVERY ��dzcapeArchitects• WndPlanners � I C-24 C- 2 C-23 'I � 181Greenwichiaeet i I I I � t"4.5 �"2.3�� q I ' 0.57 �`/ I EIGHT (8) REMOTE CONTROL SanFrancisco,CA94111 2'St�. - . - 2 $ � ' T 415 433 0672 � - - - z° s�. � �� o C_48 ' VALVES. GROUNDING SHALL BE F4154335003 � i --FF� �O � a �. '2- C-38 �� o��. INSTALLED EVERY 500 FEET OR I I z° s�. i �� I I ♦ .25 �'3.3 2 ��2 • � � � CLOSER AS VALVE COUNT e , ' ' � I� �� i -- � � � _40 p 57 -4 ' N ' ��'� REQUIRES. GROUNDING SHALL BE ��,AV N i � o Na o a's�. . � � a- s�. i° �" 4 � ,' TESTED AND MUST ACHIEVE ' � �4"s�. 2 C-47 I � � HUNTER INDUSTRIES MINIMUM �� . � -��- ---- - - - 4 0'S7 '�5•9 0.5� ' z"s�. STANDARDS FOR EFFECTIVE -�-- i GROUNDING. � - ■■ _ �4 ■■ � '' I�;r 4 �- 3 C-45 ; ' �I "SL. ��i� �� i �'d�--- -� � 1.S �� 3 � �n• ,�. _ __ 1.50 '� -- - �-- � ' �- � - - - TYPE 'K' COPPER PIPE WITH SHOPS Z ' �WROUGHT COPPER SOLOER C-41 C-46 � � JOINT FITfINGS. ROUTING AND 1 FF 183.2 �° 4 �; I s° s�. BUBBLER LATERAL PIPE SIZING 0.57 INSTALLATION SHALL BE (I II !'I �� 1 I� � I PROVIDED UNDER IRRIGATION f��+ +'�-- ` , � � � , 0 QN OF BUBBLERS LINE SIZE _ � X � C-2 0.`J7 CONTRACT. (TYPICAL) �Y 5L' 0.57 � �2 1 - 10 3�� I-- � � � C-3 : ' m 0.57 C-44 ' � R�ns�or, � ACTUAL LOCATIONS AND OUANTITIES SHALL BE ' j j - 20 �" 11.15.12 PLAN CHECK SUBMITTAL SET �� 2 FIELD DETERMINED BASED ON SUBSURFACE 2� � 0'S7 C-43 ��5'9 ' B - IRRIGATION EQUIPMENT MANUFACTURER'S � �� 09.04.13 1�PLAN CHECK 1 RESPONSE ' O.S7 RECOMMENDATION. (TYPICAL) C-4Z 1" $ I � 21 - 35 �� " 5 �� • � • �" 10.15.13 2 PLANNINGASA REVISIONS SUB-SURFACE ORIP IRRIGATION � y � '� I 6�SL 36 - 60 �/ � C-4 BOUNDARY. (SEE DETAIL) (iYPICAL) ' 6� + 2'° �PLAN CHECK 2 RESPONSE _ �� 2 [ 01.24.14 3 g,ASA REVISIONS 1 2�S� 1�" _ - - - - - `7�IVf �7 J ,47 ` .n.� ' I �PLAN CHECK 3 RESPONSE I 03.10.14 4 •gULLETIN 3-FOR CONSTRUCTION' ' 1.5 0 1.5 0 �� C-1 . � I•i N b � SER V� ' C-5 C-6 \ � �» 5 - - _. _ � m - - � �"6.5 �" 8 �. x �� i� a"si.�--°- _ � �'�' * I I 4" SL / I � . - - - - p �_ C�y�(� �� PRO.�cT r,o. 22.559 �nre 11.15.2012 ,11j. � �, „ „ � i. ��,� � oanwNev AIB scue AS SHOWN - IL_ � � � ,�� Q� � � � I 2-4� L.. wz _� Q• , . .`, I CHECKEDBY GL _ - __ �2� -- -- I ' �2� SC. � �II 2" 1 0 2� 2 SL.' I ] � m . 2- � � -� 2" �� IRRIGATION PLAN . , O �" z' � . � „ ,,� „'„� _ - _ - _ - �,�� '' ""' - �. ; ` ' DICKSON & ASSOCIATES, INC. � -- �� = ' � .�' ::t: .��: '• •� L�NDSCAPE IRRICATION �a. T•�• .a ��2��i`.$� �� .. �2-. -�SL� � ° ��2"� . •• �a^ S�Lw . �-a , 4~S.� �2�SL.�� _ _ ��_ �� , . ,., .. ' wwtto�dtSON.ASi[ •2"Si. 2" S'L:. ,. �• • �° -,PR PERTY Li• 2".SJ; � - -"i`i�r s. ��'' ,� �usao)sa�-ssis FAxi530)Sq-5513 �: ,�� r '�rr, •�7r 1 d: �• a I. � __ P.O.BOx a13 pSCAP ° .� � $l• 2" Sl.• � a ' �. a: axo ccorso.uu�an+w sem3 PH m o f ' �. ..a . '.. aa.• . . . � � ��a� • �� * . i -_ 2�'k,a�aY n,yo�l'i a�. .. .�,a - �•' .. �� -.S _ • I �� "' "''° n ' - - - '�' - --T Scale:1116'=1' � � I 1"THREADED BRASS PIPE WITH THREADED BRASS FITTINGS FROM J � WATER METER THROUGH BACKFLOW PREVENTION DEVICE. 0 8 16 32 � � � L 5 6 ' I IRRIGATION CONTROLLER 'C' - INSTALL IMPERIAL TECHNICAL SERVICES CONTROLLER ASSEMBLY AS DETAILED AND AS SPECIFIED IN IRRIGATION � ` fq m^M�d ��Q � LEGEND. CONTACT ANDREW 80LT FOR ORDER, PURCHASE AND WARRANTY. (209.404.1746) SERVICE WITH 120 VOLT A.C. ELECTRICAL. 1"WATER METER WITH 1J4` SERVICE LINE FOR IRRIGATION IS TO BE PROVIDED UNDER fF OQ ' ELECTRICAL STUB-OUT TO THIS LOCATION SHALL BE PROVIDED UNDER ELECTRICAL CONTRACT. SOLAR SYNC WEATHER SENSOR IS PART OF CIVIL CONTRACT. IRRIGATION DEMAND: 22 GPM � 70 P51. FIELD VERIFY WATER North �F CA��E CONTROLLER ASSEMBLY. CONTROLLER SHALL BE LOCATED WHERE UNOBSTRUCTEO RAINFALL AND SOLAR RADIATION WILL COLLECT IN DEVICE. PRESSURE PRIOR TO CONSTRUCTION. IF ACTUAL WATER PRESSURE DIFFERS FROM THE STATED PRESSURE, CONTACT ARCHITECT FOR DIRECTION AND POSSIBLE REVISION. O i011KENNETHRODRIGUES6PARTNERS,INC, wm sracer curcrtnwo � /y.ae/�2-zia/�-ce��«�a / �-s-r.q / �s.e /rnea size: ies /03-31-Y011 up OCATION FOR �N TWO-WIRE PATH. ANUFACTURER'S CAL) � � ' � � � � � 1 � � � ' 1 ' ' ' � � � ' ' � ' ' ' I' ".`�ti� .� �� .,,, �,��-5 5 �.' , �� i � MAI N STRE ET \ > ,'�� , � B � ` i� �� CUPERTINO ''4��- ,q�.. i � � �\ i ,,� \ / � � �,� �' I � / � STEVENS CREEK @ FINCH � �. •,�� \� / � � ; .�� / , NorES: CUPERTINO, CA ••,,� � , � ,, I � / \ . . � ' \ 1. UNLABELED LATERAL LINE / PIPE DOWN STREAM FROM % ..,� ' I � , \\ ' ..�,. '�•.4,.� SIZED PIPE IS TO BE 3/4" IN , .• ' SIZE. ACTUAL LOCATIONS AND QUANTITIES SHALL BE � ` � �• ' FIELD DETERMINED BASED ON SUBSURFACE � ``�., �'�•,,� • �:, •, ` ' IRRIGATION EQUIPMENT MANUFACTURER'S \ ,�' �� • • , RECOMMENDATION. (TYPICAL) 2. SUB—SURFACE DRIP ;��r,� ��.,, � ��.,, � � IRRIGATION AREAS MUST BE :; � ��•., � � �\ \ � HAND WATERED TO INCREASE � . � � \ MAIN STREET CUPERTINO � � �' • �,• • SUB—SURFACE DRIP IRRIGA ON SOIL MOISTURE PRIOR TO AGGREGATOR,LLC ;'��.; PLANTING. AFTER PLANTING, 203 REDWOOD SHORES PKWY,STE 200 � O�� `� ••� BOUNDARY. (SEE DETAIL) (TYPICAL) J REFER TO OFFSITE � ; � � �,, . � � �\ IMPROVEMENT PLANS. THE SUB—SURFACE DRIP REDWOOD CITY, CA 94065 i� � ; �\ ♦ � SYSTEMS MUST BE OPERATED � � ' � ` / � � \ ON A FREQUENT BASIS TO � � i� `�� ,, ; ��-' � � i.�••, � \� �� MAINTAIN SOIL MOISTURE � �; � " � �� '�� \ ��\ CONTENT. DO NOT ALLOW R � , _ , � � � � SOIL TO DRY OUT. � � I � i �., °s�. �� MAINTENANCE ROUTINE SHALL �� `-� �-' � ' � � � � INCLUDE PROBING SOIL TO � � '��, � �� MONITOR MOISTURE CONTENT. KENNETH RODRIGUES � V�RTNERS �N�. � � \ � � � USE CAUTION WHEN PROBING i5 No„� Wh�.m�� Ro.a. S�,t. zoo I � T8 �\ \ � SOIL. DO NOT DAMAGE • s � � SUB—SURFACE DRIP TUBING. M��^�.�^ ��.- . �• ^S°.9°°.°�°° FIBq`'�!/ � \ \ \ N ' s�. � ' 3. REFER TO HUNTER � �° � �\ • GROUNDING PLATE LOCATION FOR GROUNDING �" ,� � INDUSTRIES SPECIFICATIONS FOR IRRIGATION TWO—WIRE PATH. SEE DETAILS �4 •. / \\ \ GROUNDING EQUIPMENT FOR THE AND MANUFACTURER'S INSTRUCTIONS. (TYPICAL) ' \ ■GUZZARDO � � TWO—WIRE DECODER CONTROL PARTNERSHIP iNC. �' SYSTEM. PROVIDE GROUNDING �andscapeArchitects• LandPlanners 0.57 � ,e� � �� FOR EVERY EIGHT (8) REMOTE ,8,��^��Str� D-28 0.57 ' � ' � CONTROL VALVES. GROUNDING �nFran[isco,CA9d111 1 w 1 2 2•,$L..'• T4154334672 p_Z� 4.s�. � � SHALL BE INSTALLED EVERY f4154335003 , ' ,, � 500 FEET OR CLOSER AS '� � �a�� VALVE COUNT REQUIRES. � a'•• I GROUNDING SHALL BE TESTED �"'"'� N N •s, � . �. � o�, AND MUST ACHIEVE HUNTER o ��, ..• INDUSTRIES MINIMUM �p �,, A ��„••.,, STANDARDS FOR EFFECTIVE 2 � � � ��,:� GROUNDING. 4" S L. ' \ . • � ,''. 2" SL. ' 4 o.s �0 57 �/�,2 ��•,2;,, BUBBLER LATERAL PIPE SIZING � QTY OF BUBBLERS LINE SIZE �.� = -� D-26 � � z- „ -� , t° g D-29 � � a"s�. 1 — 1 0 a R�ns�«� � ' i" 2.a � AGE A P�i��•.�:��-CZ��+�+*'��. ' � 1 1 = ZO 1'� 11.15.12 PLAN CHECK SUBMITTAL SET GAR . �� / 21 35 j�� 09.04.13 1�PLAN CHECK 1 RESPONSE � ' FF 181.8 ' � j'4 I , 36 — 60 1%�� 10.15.13�PLANNING ASA REVISIONS � � �� pf^+•<"'�+• ' _ __ � 61 + 2�� PLANCHECK2RESPONSE ,..�a.:�..�i►,.yf�`.�:!.�.�,..� •�f� �r,...r � 01.24.14 3 �2• �� &ASA REVISIONS �_,;p I �` ` ��'„��"� ' I ,••• RV �P�N CHECK 3 RESPONSE 03.10.14 4 •gULLETIN 3-FOR CONSTRUCTION' C��?*�,s:�1�f'• _ �_�_ ' I � i I �. . � �'u" ' � A �::dl � � ' � � 1`� * � � SL. * t � c* vRO.�cT rio. 22.559 onre 11.15.2012 �ine:�;t2 ' I N .- �� F� �jJ� oruwr,ev AIB scn� ASSHOWN a --� � ��a �u� � ' � � CHECKEDBV GL � � � DICKSON & ASSOCIATES, INC. . � ' IRRIGATION PLAN I �° l A N D S C A P E I R R 1 G A T I O N � I IUIRTY DICKSON.ASIC � _- i �� .• ♦ �� r�� I I , }[L(y70)S/7-5313 FA%(Sb)547-5513 ' _ P.O.80x 115 � Q , 7M.0 CEDRO.GUfORNIA 96073 ' � I I PNDSCApF ' � . t. �'^Y m o n � C' � I 2'� i. o�1%�i I Scale:1/16`=1' � ' �n � � � � � � � �� I 0 8 16 32 J . ~ L 5■ / . u • 1 ' I �/4 ✓'/. �1.�.14 �P I North 9Jf OF CA��E�� ' ' I i I ' i I O 2(111 KENNETH RODRIGUES 3 PARTNERS,INC. r.wn smetr cuwnea/N�e/i2-zia/�-c�+..c�a / L-3-�np / u.� /mea s�ze: io2 /w-si-xois u�o � � %� ��.��` ..a1I '-' . �► �� \ ' .: ,. �.�\ , � � � \ �� , ,_ , � �� `�� % �:►` ��. -- � �� ... � �-� ,f�:,: .� � -•_, � �� i � . o ' . ;��`'��\`;= s �: �=f . 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' • %. �� f�, \`/• '' � �```\\\'.\\ �I\i'�\:'��'� 1\�_!`"'��I �\��``i I MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T N R O D R I G U E 5 L G A R T N E R 5 1 N C. ��S N o r 1 n W�1 a m�n R 0�U. 5 u 1 t• 7 0 0 M e u n 1�1 n V 1�� . C R 6 S 0.9 6 S.0 7 0 0 THE GUZZAR00 PARTNERSHIP iNC. landscape Architects• land Plannen 181 Greenwidi Street San Francisco,CA 94111 T 415 433 4671 F 415 433 5003 I ��,� N � � 1 I ° 1 , NOTES: I 1. UNLABELED LATERAL LINE PIPE DOWN STREAM FROM SIZED IPIPE IS TO BE 3/4" IN SIZE. RE"S�°" BUBBLER LATERAL PIPE SIZING �1.15.�2 PLAN CHECK SUBMITTAL SET , 2. SUB—SURFACE DRIP IRRIGATION AREAS MUST BE HAND �n'OF BUBBLERS LINE SIZE 09.04.13�PLAN CHECK 1 RESPONSE ' WATERED TO INCREASE SOIL MOISTURE PRIOR TO PLANTING. 1 — 10 4" AFTER PLANTING, THE SUB—SURFACE DRIP SYSTEMS MUST BE �1 — 20 �� 10.15.13�PLANNINGASA REVISIONS � OPERATED ON A FREQUENT BASIS TO MAINTAIN SOIL MOISTURE ' >» PLAN CHECK 2 RESPONSE CONTENT. DO NOT ALLOW SOIL TO DRY OUT. MAINTENANCE 21 — 35 1/ oi.2a.�a 3 &ASA REVISIONS ROUTINE SHALL INCLUDE PROBING SOIL TO MONITOR MOISTURE �" 36 — 60 1/ PLAN CHECK 3 RESPONSE � CONTENT. USE CAUTION WHEN PROBING SOIL. DO NOT z 03.10.14�•gULLETIN3-FORCONSTRUCTION� ' DAMAGE SUB—SURFACE DRIP TUBING. 61 + 2" I 3. REFER TO HUNTER INDUSTRIES SPECIFICATIONS FOR ' GROUNDING EQUIPMENT FOR TWO—WIRE DECODER CONTROL PROJECTNO. 22,SS9 �+� i�.�s.2o�2 SYSTEM. PROVIDE GROUNDING FOR EVERY EIGHT �8� REMOTE Scale:1/16'=1' � CONTROL VALVES. GROUNDING SHALL BE INSTALLED EVERY °R^w"B`' Ais 5� ASSHOWN o a ie 3z � 500 FEET OR CLOSER AS VALVE COUNT REQUIRES. CHECKEDBY G� GROUNDING SHALL BE TESTED AND MUST ACHIEVE HUNTER Nortn s�RV, IRRIGATION PLAN � INDUSTRIES MINIMUM STANDARDS FOR EFFECTIVE GROUNDING. � � ' � � # 1 �l * �y �� PNpSCApF � `� F.�E•(C� W,,�t, o�a Y m o n Vo J�^y/.'.1 1 � '` = y ' DICKSON & ASSOCIATES, INC. �' , � �.� �A ND SCAPE 1 R FICATIO N • �� wrm ac�.wac 'r�' m�1° ��' ' Tc�(sw)sn-ssis flVt(S70)547-5513 9tf OF CA�\F�Q v.o.eox si� PKO CEDRO,CM1fORNN 9607] O201�KENNETH RODRIGUES 6 PARTTIERS,INC. ■ w�srn[cr curem►a/N,ae/iz-x�a/�-comm«cai / �-s-x.v / u.a /51'IIBOI SIZE: 194 /as-si-zoi� ua I I 2~ �LII I I,I � — 2—a�— I 2_ - _ —_ 2"� �_ —�_— 2" �, , � p ��I i I NOTE 1 1"WATER METER WITH 1Xz" SERVICE M A I N ST R E E T LINE FOR IRRIGATION IS TO BE i PROVIDED UNDER CNIL CONTRACT. : 2-4"SL. �" � i IRRIGATION DEMAND: 20 GPM � 70 P51. ' 1 � �� 4 I � :'� � FIELD VERIFY WATER PRESSURE PRIOR � � � � � � � � �� TO CONSTRUCTION. IF ACTUAL WATER C U P E RT I N O ' 1" � ., � \ O 2" i PRESSURE DIFFERS FROM THE STATED ' � \\ •/ � / i PRESSURE. CONTACT ARCHITECT FOR �:::: � ' � .....• • • �� DIRECTION AND POSSIBLE REVISION. '-- � � � � � ; STEVENS CREEK @ FINCH L _ — _ _ — � — — � � � _ ' NOTE 2 1"THREADED BRASS PIPE WITH ' 1.2rJ THREADED BRASS FITTINGS FROM CUPERTINO, CA 1.Z�J .�J7 1.SO SUB-SURFACE DRIP IRRIGATION i WATER METER THROUGH BACKFLOW BOUNDARY. (SEE DETAIL) (NPICAL) �O�OO •• I ' DT�J4 D-�JO i PREVENTION DEVICE. D-51 -53 I �,,,os � ' - ----------- -- --- i^�o,s "1.6 . �"5:5 . ' I... {. ' ' NOTE 3 IRRIGATION CONTROLLER 'D' - INSTALL _ --- -� � �� \ � IMPERIAL TECHNICAL SERVICES ii 1 � — — i CONTRO�LER ASSEMBLY AS DETAILED AND i i AS SPECIFIED IN IRRIGATION LEGEND. �� 2" ; CONTACT ANDREW BOLT FOR ORDER, ' / I � O p I � � PURCHASE, AND WARRANTY. A � � � � � � (209.404.1746) SERVICE WITH 120 VOLT ' 2 SL. ' 6' Sl. �2 4"SL — � - A C ELECTRICAL ELECTRICAL STUB OU � � I I ' �4"SL. i I TO THIS LOCATION SHALL BE PROVIDED T MAIN STREET CUPERTINO i UNDER ELECTRICAL CONTRACT. SOLAR _ _ _ t ' _ _ _ _ _ _ i AGGREGATOR,LLC v� �� .S7 0.57 C.O. ' SYNC WEATHER SENSOR IS PART OF �i I 0.57 � O . � ' "' � CONTROLLER ASSEMBLY. CONTROLLER 203 REDWOOD SHORES PKWY,STE ZOO i ' 2 ' A a 1 . i SHALL BE LOCATED WHERE UNOBSTRUCTED � C-50 C-53 ... — ..—. . — �2_ . . — _ i � REDWOOD CITY, CA 94065 I 6" SL. C»54 e: O��D �2 2� i RAINFALL AND SOLAR RADIATION WII.L t" 3 �"1.5 � O.S7 I ' COLLECT IN DEVICE. i p i i� 0' ' i � ,Z � � c-5t � �4 �4 ; � _ _J� NOTES: n � ' �.2� - ___ 1. UNLABELED LATERAL LINE 1� ' ' ' ' �. � PIPE DOWN STREAM FROM ' B I I � O.S� _ ACTUAL�OCATIONS AND QUANTITIES SHALL BE FIELD DETERMINED BASED ON SIZED PIPE IS TO BE 3/4�� IN � � ' C-5 p C-S5 SUBSURFACE IRRIGATION EQUIPMENT MANUFACTURER'S RECOMMENDATION. (NPICAL) cJ-�. I � F OO.ZO �" SUB-SURFACE DRIP IRRIGATION 1:�jO __ 6" '� SIZE. �" 6 2�1 - ��BOUNDARY. (SEE DETAIL) (TYPICAL) .�.1.50.� � .. , . .. ., . .-4�. � _ , i m KENNETM RODRIGUES 1 PARTNERS INC. ' e's�. � I I o.57 0.57 ... D=2. j.�. . � 2. SUB-SURFACE DRIP • � . � ��5 N o�1� W�I�m a n R o�0 , S u i t s 7 0 0 � I ,I D--3 �. 5 :� � HAND WATEREDATOMINCREASE C-56 (J I • ount�ln Vl�r . C� 8 S 0.9 6 S.0�0 0 � � II N �� 6 �� a� � _57 ' >> �~ �� SOIL MOISTURE PRIOR TO � � NOTE 3 I . PLANTING. AFTER PLANTING, � 12 I I �� 2 � 1N 5 O,'� �� '��• THE � o ,,,,,,,,,,,, ,,,, ,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,, ,,,. , . ,,,, , P • SETBACKLINE ,,,.,��2„„,,,,,..,�, �.,,�„, ' , �, �, � „ "„�"��"„�� , , , ERATED GUZZARDO ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „ , „ , ,,,,, .,,, , ;, ' THE SUB SURFAC ,,,,,, , , , 4"5L-.'--c , 1 � _ ,.,,_„ 1,�2 p„p � — O � ^ z" � ON A FREQUENT BASIS TO PARTNERSHIP iNc — - — — — � — �° � ��4 i� 11 �� %4 �� ° 2� a 2„ z" �4 � MAINTAIN SOIL MOISTURE WndscapeArchitects• LandPlanners J— _. . . ._ Q CONTENT. DO NOT ALLOW 'g'��^�^�StrN' ' � �- - - 2 � ._. ._. ._. . ' „ „ ' „ _� San Francism.U 9a t i 1 2-a I �.. ti-i �M SOIL TO DRY OUT. I I LLI T 415 433 4672 `z°sL: , , , , �� _ _ — MAINTENANCE ROUTINE SHALL F4154335003 ' , , , , • , — — — — i s „ , � —.,— ,,., . . „ � ,,,,,,,,,,,,,,,,,,,,, �. , _ — . , , , .. '.Z"SL, .NOTE 2 m * �z'��_ I. • s';s�� W ?"-$�� i�s�. ' � � 2:s�, ' •' w INCLUDE PROBING SOIL TO .. ; OPERiY E NOTE�t _ . .—<. ,a- ti-�, �, i°'s�. -•. • � a �. ; �� , � MONITOR MOISTURE CONTENT. KE� N � .�: � '��• - � ... . . '� •� � ��. .��..I , . .. .�a . . _ �—�� •�i�=. • � . . . .. . �.b.�. � � w USE CAUTION WHEN PROBING �. ... .: ' ..� . � . . •. . . :�.t. '� . . ', -,. .:' a. � . . . :�.� , • ..�_. f_4_ .� . •,' . . .. ,. - ' ' - - '- - - - - - - - - - - - - - - - — — — Z SOIL. DO NOT DAMAGE . �'a .. ��, ," — — — . � ' , ' SUB-SURFACE DRIP TUBING. a �J _ 2" S�. _� , , ' �'. _ � ____ ————— ———— GROUNDING PLATE LOCATION FOR GROUNDING ' ' ; r�•� U j A DGMANUFAC�U EIRSPNSTRUCTIONS�(lYPICAL) ____ I— 3. REFER TO HUNTER —-r 1———'— —— — Q INDUSTRIES SPECIFICATIONS FITTINGS FROM EVICE. ' FOR GROUNDING EQUIPMENT - FOR TWO-WIRE DECODER CONTROL SYSTEM. PROVIDE I � � � �� : � GROUNDING FOR EVERY EIGHT �� I _� � � 1� �t � : � (8) REMOTE CONTROL VALVES. 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CUPERTINO, CA ..w�� / �: � �,�4,�••'�.+'~,.�,..� �.w� J i', +^- Si�z:a:�.�c ,��n�,;;;. �,�� e MAIN STREET CUPERTINO ,� AGGREGAT�R,��C � • 203 REDWOOD SHORES PKWY,STE 200 r i� �+ � s' �"'� REDWOOD CITY, CA 94065 NOTES: R 1. UNLABELED LATERAL LINE PIPE DOWN STREAM FROM SIZED PIPE IS TO BE 3/4" IN SIZE. K E N N E T H R O D R 1 G U E 5 i G A R T N E R 5 1 N C. 2. SUB—SURFACE DRIP IRRIGATION AREAS MUST BE HAND WATERED TO INCREASE SOIL "' "°"" "'°"m." "°.° 5"„. z°° MOISTURE PRIOR TO PLANTING. AFTER Me��.�� .. . �A 6 z o.9 s S.a,a o PLANTING, THE SUB—SURFACE DRIP SYSTEMS MUST BE OPERATED ON A FREQUENT BASIS TO MAINTAIN SOIL MOISTURE CONTENT. DO NOT ALLOW SOIL TO DRY OUT. r"E MAINTENANCE ROUTINE SHALL INCLUDE GUZZARDO PROBING SOIL TO MONITOR MOISTURE PARTNERSHIP iNC. landswpe Architects• land Planners CONTENT. USE CAUTION WHEN PROBING ,8,�,��5,� SOIL. DO NOT DAMAGE SUB—SURFACE DRIP SanFranciuo,CA9di11 TUBING. TC154330672 F 415 433 5003 3. REFER TO HUNTER INDUSTRIES SPECIFICATIONS FOR GROUNDING EQUIPMENT "�"'""P N FOR TWO—WIRE DECODER CONTROL SYSTEM. PROVIDE GROUNDING FOR EVERY EIGHT (8) REMOTE CONTROL VALVES. GROUNDING SHALL BE INSTALLED EVERY 500 FEET OR CLOSER AS VALVE COUNT REQUIRES. GROUNDING SHALL BE TESTED AND MUST ACHIEVE HUNTER INDUSTRIES MINIMUM STANDARDS FOR EFFECTIVE GROUNDING. / BUBBLER LATERAL PIPE SIZING OTY OF BUBBLERS LINE SIZE 1 — 10 4,� 1 1 — 20 1" 21 — 35 1 j" 36 — 60 1 j" 61 + 2" S �/ � DICKSOND&AASSOCIATES INC. �� .� * 1 P�l * hksao)ss�-ssis v�x(s�ol s��-ssi} � V P.O.BOX 415 � PALO CEptO,GLIfORNIA 98073 `! FOFiE�� S4,v �aY m o n C' � � V��y/.�.� . � � � � � J • L-5. 11 Scale:1/16'=1' ✓'f m M.�� Q 0 8 16 32 9rf OF�CA��F�Q� O2011 KENNETH ROOFtIGUES 6 PARTNERS,INC. 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BRASS THREADED NIPPLE(4 TOTAL) THREADED BRASS PiPE ( (IENGTH AS REOUIRED) CONCREfE PAD FOR BACKFLOW ENCLOSURE. REFER TO - BACKFLOW ENCLOSURE DETAIL FOR PAp$IZE.--� REDUCED PRESSURE BACKFLOW ASSEMBLY FLOW —y THREADED BRASS 90'ELL- 4 TOTAL(FlPT) C I I THREADED BRASS UNION-2 TOTAL(FIPT) - THREADED BRA55 PIPE �Z. (LENGTH AS REQUIRED) i �FINISH GRADE �--� — �- �Z.- t8- CONCREfE SUPPORT BLOCK I i'. I I BUSH 0.S NECESSnRY SCHEOULE 80 FOR SIZE TRANSITION pyC UNION THREADED BRA55 PIPE AND FlTfINGS TO POINT THREADED 8RA55 MALE SCHEDULE 80 PVC VC MNNLINE TO Of CONNECTION ADAPTER 2 TOTAL MALE ADAPTER IRRICATION SYSTEM REDUCED PRESSURE BACKFLOW ASSEMBLY NOT TO SCALE RECTANGULAR PUSTIC VAWE BOX WITH BOLT DOWN LID. ONE VALVE PER BOX-NO EXCEPTION. INSTALL BOX AS SHOWN IN BOX INSTALLATION 7�y0 BLACK WIRES DEfAIL TOP DIMENSION: 12'x 17'(12"DEEP) TO VALVE SOLENOID POLYURETHANE I.D.TAG WITH CONTROLLER AND STATION NUMBER FINISH CRADE REMOTE CONTROL VALVE WITH FLOW CONTROI AND MANUAL BLEED 6' SCHEDULE 80 PVC THREADED FITTINGS(AS REQUIRED) TWO WIRE PATH FRO I II I CONTROLLER. ALLOW 5 Ff.SUCK PER e OECODER ON EITHER — TNO-WIRE OECODER 'DBR/Y-6 CONNECTOR(lYPICAI) —SCHEDULE 40 PVC MALE ADAPTER —wc ureau ur+E LOWER UTERAL LINE WITH SCHEOULE 40 PVC 45'ELLS TWO WIRE PATH TO NE7(T DECODER7 �Z. SIDE OF DECODER. SCHEDULE 80 BRICK- 1 PVC NIPPLE EACH CORNER PVC MAINLINE SCHEDULE 80 P'VC PEA GRAVEL-4'DEEP BELOW THREAOED UNION VALVE(NO SOIL IN VAWE BOX) GROUND DECODERS IN STRICT ACCOROANCE WI7H UPC APPROVED MANUFACNRER'S GUIDELINES.� SCHEDULE 80 PVC TEE REMOTE CONTROL VALVE NOT TO SCALE UL COPPER GROUND PLATE� CAD WELD CONNECTOR TWO-WIRE DECODER DBR/Y-6 CONNECTOR(TYPI vuvE eox TWO WIRE PATH FROM CONTROLLER. ALLOW 5 Ff.SLACK PER DECODER ON EITMER SIDE OF DECODER. FlNISH GRADE 6• / TOP VIEW �o' i o' \ TWO-WIRE DECODER VALVE BOX� �� REMOTE CONTROL VALVE� if•]li NOTE: 1.IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL BACKFLOW ENCLOSURE MODEL�SBBC-45AL BY STRONG BOX. (800)729-1314. �45•� r-16 �ALUMINUM ENCLOSURE Ia. oaa00000alooa000000 aooaaooaa aooa00000 I aaa00000a oaooaaoaa STPJNLESS STEEL FINISH BASE(STANDARD GRADE WITH ENCLOSURE) TO BE SET INTO CONCRETE PAD. ' � :. •':'� , ��`•' ' � 6"THICK CONCREfE PAO FOR ENCLOSURE SUPPORT TO EXTEND 6' BEYOND ENCLOSURE ON ALL SIDES. SIDE VIEW CONCRETE TO HAVE BRUSH FINISH. FRONT VIEW BACKFLOW PREVENTER ENCLOSURE NOT TO SCALE � 1. 2. 3. � 4. 5. INSTRUCTIONS: 1. STRIP WIRES APPROXIMATELY 1/2�(12.7 MM)TO EXPOSE WIRE. 2. 1WI5T CONNECTOR AROUND WIRES CLOCKWISE UNTIL HAND T1GHT,DO NOT OVERTIGHTEN. 3. INSERT WIRE ASSEMBLY INTO PLASTIC TUBE UNTIL WIRE CONNECTOR SNAPS PAST LIP IN BOTTOM OF TUBE. 4. PLACE WIRES WHICH EXIT TUBE IN WIRE EXIT HOLES AND CLOSE CAP UNTIL IT SNAPS. 5. INSPECT FINAL$PUCE ASSEMBLY TO BE SECURE AND FINISHED. WEATHERPROOF SPLICE ASSEMBLY NOT TO SCALE �6 SOLID COPPER GROUNO WiRE. DBR/Y-6 CARSON INDUSTRIES 7419B-13B CONNECTOR p�TIC VALVE BOX-INSTALL �TMP�� FLUSH WITH FlNISH GRADE— flNISH GRADE ID WIRE PATH SCHEDULE 80 PVC �TWO WIRE PATHFROM THREADED UNION CONTROLLER. (2 TOTAL) nLLOW 5 FT. 18. SLACK PER DECOOER ON I EiTHER SIDE � OF DECODER. 30'MIN � �CAD WELD CONNECTOR REMOTE J / LEe,RTH CONTACT MATERWL CONTROL VALVE � TWO WIRE PATH TO NEXT DECODER 10'p6 SOLID COPPER 4':4'x Y�'UL COPPER GROUND pVC LATERAL UNE GROUND WIRE. PUTE AT LOCATIONS AS REOUIRED TO PVC AWNUNE COMPLY WITH HUNTER SPECIflCAT10N5. DECODER GROUNDING NOT TO SCAIE 1W0 BLACK WIRES TO VALVE SOLENOID MASTER CONTROL VALVE WITH fLOW CONTROI PND MANUAI BLEED TWO-WIRE DECODER ID WIRE PATH TNISTED TO NEXT DECOOER }' SCHEDULE 80 PVC NIPPLES(TBE) AND 45'THREADED ELLS(TYPICAL FOR BOTH SIDES OF VALVE) W PEA GRAVEL-4'DEEP BELOW / LBRICK-4 TOTAL VALVE(NO SOIL IN VALVE BOX)J �SCHEDULE 40 PVC MALE AOAPTER �C MAIN LJNE TO (2 TOTAL) IRRIGATION SYSTEM PVC IRRIGATION MAIN L1NE FROM GROUND DECOOERS IN STRICT BACKFLOW PREVEMTION DEVICE ACCORDANCE WITH MANUFACTURER'S GUIDELINES.- MASTER CONTROL VALVE NOT TO SCAIE 10'ROUND VALVE BO%FOR 12'X 17'RECTANGULAR 16'X 25 1/2"RECTANGUtAR OUICK COUPLING VALVE VALVE BOX VALVE BOX FOR fILTER 0.5SEMBlY � � � ,Z• O �0 1 Y lYPICAL EDCE OF UWN,WALK,FENCE.CURB,EfC. TOP V1EW 1. CENTER VAIVE BO%OVER REMOTE CONTROL VAIVE TO FAqLITATE SERVICING VALVE. 2. SET BOXES 1'A80VE FlNiSH GRADE OR MULCH COVER iN GROUND COVER/SHRUB AREA ANO FINISH GRADE IN TURF AREA. 3. SET RCV ANO VPLVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUND COVER OOES NOT EXIST ADJACENT TO LAWN. 4. SET BO%ES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF LAWN,WALI(, fENCE,CURB,ETC. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 6. INSTALL EXTENSION BY VAWE BOX MANUFACTURER AS REOUIRED TO COIAPLETELY ENCLOSE ASSEMBLY FOR EASY ACCE55. VALVE BOX INSTALLATION NOT TO SCALE FROM PUAAP/POC ��► SIZE AS SHOWN ON ORAWINGS. fLOW SENSOR-WIRE TO CONTROLLER. 10 PIPE 5 PIPE DIAMETERS DIAMEfERS 1 � TO IRRIGATION � SIZE TO BE THE SAME SIZE AS SHOWN AS FLOW METER. ON DRAWINGS. MASTER CONTROL VALVE MASTER VALVE/ FLOW SENSOR NOT TO SCALE —10%PIPE DlA FlNISH GR4DE-� � MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T M R O D R I G U E S 6 G A R T N E R 5 I N C. ��5 N o r 1 n W�1�m�n R o�U. S u i t a I 0 0 M o u n t�I n V 1�r . C A 6 5 0.9 6 S.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Wndscape Architects• Wnd Planners 181 Greenwidi Street San Franciuo,CA 94111 T 415 433 A672 F 415 433 5003 �vtivw N REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13�PLAN CHECK 1 RESPONSE FLOW SENSOR 10.15.13 2 PLANNING ASA REVISIONS cnRSON INDUSTRIES 910 �pLAN CHECK 2 RESPONSE PUSTIC VALVE BOX 01.24.14 3 &ASA REVISIONS 5 X PIPE DIA—�.{ 03.10.14 4 P�N CHECK 3 RESPONSE „ I 'BULLETIN 3-FOR CONSTRUCTION" -PVC MPJN UNE �i oSC$ BRICK(2 TOTAL) PEA GRAVEL-4�DEEP NO SOIL IN VALVE BOX FLOW SENSOR INSTALLATION NOT TO SCALE DICKSON & ASSOCIATES, INC L A N D S t A P E I R P I G�T I O N MAR1Y DILKSON./SIC TEL(SJO)547-5515 FAX(SJO)547—SS73 v.o.eoz�is PALO CEDRO,GIJPORNM 960�3 Pao.�cr r+o. 22.559 a+� 11.15.2012 auvuaev qig scue AS SHOWN CMECKEDBY GL IRRIGATION DETAILS �S�V �ayman -'(` W � No�y/� . � � � = � �� L-5. 13 ✓'r m�.1• �P 9lf OF CA��E�Q? OM1�KENNETN RODRIGUES 6 PARTNERS,INC. ■ us vwus/N.ae/�=-eo�/ �s /is.0 /mea s�ze: Norc/w-3+-zoi� eK CARSON INDUSTRIES 910 PlASTIC VALVE BOX— C �og � 18' �� 6'PVC PIPE� SCHEDULE 80 PVC TNREADED NIPPLE(TNO TOTAL) II PVC AWN LJNE FlNISH GRPDE —� — 3' PEA GRAVEL �° ga BRICK-2 TOTAL a0 � i—GATE VALVE GATE VALVE NOT TO SCALE NOTE: NIPPLES AND FITTINGS TO BE SAME SIZE AS VALVE IPT INLET THREAD SIZE. OUICK COUPLING VALVEI � FINISH GRADE FlNISH CRADE a LATERAL 12' LATERAL 12• MAIN LINE 18� � I I SUPPLY MFUN UNE SUPPLY DRIP LINE WIRING 6• 3• COMPACTED SOIL JOINT TRENCH IAAIN SUPPLY LATERAL SCHEDULE 80 PVC NOTES: THREADED UNION �, qu p�q$TIC PIPING SMALL BE INSTALLED IN THE TRENCN IN A SERPENTINE MANNER AS PER TNE (TWO TOTAL) MANUFACTURER'S SPECIFlCATIONS. 2. ALL SUPPLY LINES TO BE INSTALLEO AS PER MANUFACTURER'S SPECIFICATIONS. � 3. TAPE AND BUNDLE TUBING OR WiRING AT 10 FEET iNTER'JALS. 4. ALl 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES. 5. BACKFILL MATERULL SHALL BE THE EARTH EXCAVATED FROY THE TRENCHES,FREE FROM ROCKS, CONCRETE CHUNKS,AND OTHER FOREIGN OR COARSE MATERIALS. CAREFULLY SELECT&4CKFILL THAT I$TO BE PLACEO NEXT TO PUSTIC PIPE TO AVOID IWY SHARP OBJECTS WHICH MAY DAAIAGE �PVC A1ALE ADAPTER THE PIPE. TRENCHING DETAIL NOT TO SCALE ROUND PLASTIC VALVE BOK WITH 80LT DOWN UD. TOP DIMENSION: 10" FlNISH GRADE —STAINLESS STEEL PIPE CLAMP —SCHEDULE 80 PVC THREADED NIPPLE —PEA CRAVEL —BRICK-2 TOTPL —10'LONG SCHEDULE BO PVC THREADED NIPPLE /3 REBAR 36'LENGTH-� '� UPC APPROVED SCHEDULE PVC IANN LINE �'� 80 PVC TEE OR ELL 3'LONG SCHEDULE 80 PVC THREADED NIPPLE 1 - SCHEDULE 80 PVC THREADED 90'ELL TOP VIEW QUICK COUPLING VALVE NOT TO SCALE AUGE INDICATES fILTER RECTANGULAR PLASTIC VALVE BOX WITH BOLT DOWN LID. ONE VALVE PER OUTLEf PRESSURE(DROP IN 80%-NO E%CEPTIONS. INSTALL 80%AS SNOWN IN 80%INSTALUTION PRESSURE INDICATES FlLTER DETAIL TOP DIMENSION: 16�X 25 1/2'(15'DEEP) REOUIRES CLEANING) WYE CONFlGURATION FILiER WITH 155 MESH SCHEDULE 80 PVC MOLDED POLYESTER SCREEN AND FLUSH VALVE THREADEO TEE-2 TOTAL (ROTATE FILTER PARALLEL TO PEA GRAVEL) SCHEDULE 80 PVC UNION- 2 TOTAL iRROMEiER MODEL 7-100 OR APPROVED EOUAL SCHEDULE BO PVC THREADED (0-100 PSI)PRESSURE GAUGE-ROTATE TEE �NIP�C0�I�� 12� FOR EASE OR READING-2 TOTAL. GAUGE INDICATES IRRIGATION SYSTEM PRESSURE.� 1�IN SHRUB/GROUND `FlNISH GRADE 4 D�EPiH USI C SCHED QLER40 I PVC MAIN LINE �e PVC 4S SOLVENT WELD (7YPICAL FOR BOTH ELLS.(NPICAL FOR BOTH SIDES Of UNIn SIDES OF UNI� 18. II I FLOW SCHEOULE 80 PVC AIALE FEA GRAVEL-4"DEEP BRICK- 1 EACH ADAPTER-2 TOTAL (NO SOIL IN VALVE BOX) CORNER NOTE: HAND TIGHT THREADED PVC JOINT USING PIPE JOINT COMPOUND PER SPECIFlGTIONS(NO TEFLON TAPE) FILTER ASSEMBLY NOT TO SCALE NOTE: SLEEVE IS TO EXTEND 72' BEYOND EDGE OF PAVING. HAROSCAPE SURFACE SLEEVING INSTALLATION NOT TO SCALE WALK OR CURB POP-UP LAWN SPR4Y SPRINKLER �� FlNISH GRADE 1' � .. 12'POP-UP SHRUB SPRAY SPRINKLER— 40 PVCP EE�ORSELL� I I ��UTERAL L1NE _ ��RREOUIRED PTYPIC L�TH 1/2'SCHEDULE 4� u NOTE: SPRINKLER NEADS ADJACENT TO PVC STREEf ELL BUILDINCS ARE TO BE PUCED 12� FROM BUILDING WALLS. t/2'KING BROS.FLEX RISER AIODEL FR-500-6 OR EQUAL 1/2'SCHEDULE 40 1/2'SCHEDULE 40 PVC PVC STREET ELL THREADED 90'ELL POP-UP SPRAY SPRINKLER RISER NOT TO SCALE QUANTIT7 AND SIZE OF CONDUITS WILL VARY OEPENDING ON CONTROLLER FEATURES. FOLLOW MANUFACiURE'S REQUIREMENTS FOR CONOUITS FOR COMMUNICATION CABLE,SENSOR CABLE,fTC. STRONG BOX STAINLESS STEEL CONTROLLER CONTROLLER ENCLOSURE- M6 BARE COPPER FRONT VIEW MODEL SB-16SS. GROUND WIRE SOLAR SYNC SENSOR IN A o VANDAL RESISTANT ENCLOSURE RAY PVC EIECTRICAL CONDUIT WITH CONTROILER SWEEP ElL FOR LOW VOLTAGE WIRE SU8-ASSEMBLY PROVIDED UNDER IRRIGATION CONTRACT SIDE VIEW INCLUDES GFI ENCLOSURE MOUNTING PAD COMAIUNICATION �� CABLE IN P'VC CONOUIT. FINISH GRADE LOW VOLTAGE CONTROL WIRES 8'-12' (EXTEND CONDUIT 12'BEYOND CONCRETE SLAB) 10�ROUND VALVE I BOX FIIL WITH i'i' � � �B CRUSHED ROCK � I. ' ib'%8�GROUNDING ROD WITH b6 GROUN� WIRE ANO CLAMP BRICK-TWO TOTAL 120 VOLT AC.ELECTRICAL SERVICE FROM SOURCE TO CONTROLLER LOCATION PROVIDED BY ELECTRICAL CONTRACTOR. 1�CONDUIT AND SWEEP IRRIGATION CONTRACTOR TO PROVIDE A PVC ELECTRICAL ELL FOR GROUND WIRE CONDUR iROM SERVICE STUB-OUT TO CONTROLLER GFI SWITCH AND COMPLETE ELECTRICq�,f�QNTROLLER.i.�-.�„�.i.+�.�,,....r CONTROLLER ENCLOSURE TOP OP NING - NOT TO SCAIE .`�i�`y��'��, i Q! �;�6kMbc�4+�rsi t + e°� :�..,• ��i��sP:`Ix� t,,.�:.:'.�:i�. ;'ifj�� 'J`}'4.�krf=1.'` V-�� MALE ADAPTER TUBING �!('t��'�!t f�/� ir� µair PVC UTERAL UNE PVC T (SxSxT) `•�_� �� A i. ...� l� �►' �.�... TUBING TO PVC CONNECTION NOT TO SCALE REFER TO LANDSCAPE PLANTING DRAWINGS FOR DEPTH OF MULCH COVER 1/2'SCHEDULF 40 PVC MALE ADAP7ER(GRA1�. 1MLE ADAPTER MUST BE GRA7 IN COLOR. WHITE PVC SlULLL NOT BE INSTALLED AT THIS LOCATpN.- 12' I 1/2'SCMEDULE 40 PHC A1ALE ADAPTER� SxSxT SCMEDULE 40 PVC TEE OR SxT ELL IN PVC LATERAL LINE— TREE ROUND PUSTIC DRAIN GRATE(BUCK) 8' FlNISH GRADE 1 I1=1I 3' 1/2'IPS ELE2SI@LE PVC HOSE(.840 O.OJ USE ONLY iPS WELD ON/795 SOLVENT CEMENT ON THIS HOSE. TREE BUBBLER NOT TO SCALE MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T N R O D R I G U E 5 L P A R T N E R 5 I N C. .�s N o r�n w n�.m.n n o.e, s u�r. 7 0 0 -- — — A. M o�n��I n V I�W . �F 8 S 0.9 6 3.0 7 0 0 ■TH G ZZARDO P RTNERSHIP iNC. Landscape A itects• Land Planners d 181 reenwidiStreet �� San ancisco.CA94111 � T A1 433 4672 1 F 41 433 5003 ... .�.... ..�r,sr wJ� KEYMAV N REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13�PLAN CHECK 1 RESPONSE 10.15.13�PLANNING ASA REVISIONS 01.24.14 3�P�'N CHECK 2 RESPONSE &ASA REVISIONS 03.10.14 4�P�'N CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION" aao.�cr rro. 22.559 on� 11.15.2012 ow�wNev AIB scn�E AS SHOWN CHECKEDBY GL PIPE IRRIGATION DETAILS 4'x 36'DEEP R00T WATERING SYSTEM WITM BUBBLER, 12�SWING ASSEYBLY,CHECK VALVE,GRATE, ANO J4�MALE NPT INLET. DICKSON & ASSOCIATES, INC. L A N D 5 C A P E I R P 1 G�T I 0 N wJm okusow.wvc �(s.w)ssi-ss�s i�x(s.w)x�-ssia v.o.eox�is PALO CEDRO.G4.IFORIM 96073 ��v �aymon Ho-•r r ° r y'� ,,, a � ,., �+ ' � n ;s_ M�,. � L—5. 14 qlf O��Q� Oi011 KENNETH ROORIGUES 6 PARTNERS,INC. ■ us a�+s/N.ae/�s-so�/ u /u.�� /StIBOL 4ZE noNC/a�-�i-sou a PJR RELIEF VALVE-INSTALL AT HIGHEST POINT OF ELEVATION OF CIRCUIT—� �py�FLUSH UNE FLUSH VALVE J %OPERATION INDICATOR I@ �-DRIPLINE -BARB x THREAD IAALE ADAPTER (TYPICAL) REIAOTE CONTROL �-PVC MANIFOLD �—PVC SxSxT TEE VALVE (lYPICAL) PVC SzT ELL (nPicn� FILTRATION WATER SOURCE MANIFOLD SUBSURFACE INSTALLATION LAYOUT NOT TO SCALE NOTE: USE ONE AIR RELIEF VALVE FOR EVERY 7 GPM PER ZONE. LOCATE AT HIGH POINTS. FINISH GRADE I AIR/VACUUM RELIEF VALVE (T-YD-500-34) 12' 6'ROUND PVSTIC 14�PVC COUPLING(TXT) vn�vE eox : _ -s;fy; X�'SCHEDULE 80 PVC NIPPLE (LENGTH AS REOUIRED) BRICK-2 TOTAL 1 PEA GRAVEL(6'DEEP) I � PVC IATERAL LINE PVC TEE(SXSXT)WITH 14'FPT OUTLET AIR/VACUUM RELIEF VALVE AT PVC LATERAL NOT TO SCALE NOTE: USE ONE FLUSH VALVE TORO DL2000 DRIPLINE LATERAL FOR EVERY 7 GPM PER ZONE. , PvC CRO55(5xsx5x5) LOCATE AT LOW POINTS. ' ` ` INISH GRADE FLUSH RATE IS 0.8 GPM. .�.� � I � . ORO DL2000 COMPRESSION ADAPTER F�USH PRESSURE IS 2 PSI. .�.� • STEEL SOIL STAPLES-INS7ALL I + •�•� AT 4'-6'O.C.ANO AT ALL FlNISH GRADE �' ' ' FITTINGS(TEES,ELLS,ETC.) � � +. 12' , � ' 6"ROUND PLASTIC VALVE BO% PVC SUB MANIFOLD � PYC TEE(SXSXS) PVC LATERAL IINE FROM DRIP MANIFOLD SUB-MANIFOLD CENTER FEED NOT TO SCALE NOTE: USE ONE AIR REUEf VALVE FOR EVERY 7 GPM PER ZONE. LOCATE AT HIGH POINTS. �...._..--�-- 6'ROUND VALVE BOX DL2000 PJR/VACUUM F VALVE(YD-500-34) LOC-EZE X 14'FPT TEE DL2000 TUBING OR BIANK POLY TUBING C-2 TOTAL `PEA GRAVEL(6"DEEP) 1 TORO DL2000 FLUSH VALVE(FCH-H-FIPT) �Z� BPoCK-2 TOTAL ;�: � 3"i'SCHEDULE 80 PVC NIPPLE 18• (LENCTH AS REOUIRED) PvC TEE(SXSXT)WRH 9'i'THREADED OUTLET PVC LATERAL LINE pEp GRAVEI SLUMP(6�X 18' FLUSH VALVE AT PVC LATERAL NOT TO SCALE NOTE: USE ONE FLUSH VALVE FOR EVERY 7 GPM PER ZONE. LOCATE AT lOW POINTS. FLUSH RATE IS 0.8 GPM. FLUSH PRESSURE IS 2 PSi. 1' FlNISN GRADE PVC SCHEDULE 40 REDUCING NIPPLE.�'i�-14�i�T) � TORO DL2000 FLUSH VALVE 6'ROUND PLASTIC (FCH-H-FIPT) VALyE gpX TORO LOC-EZE X 14'FPT TEE - TORO DL2000 TUBING OR TORO BLANK POLY TUBING BRICK-2 iOTAI 18� .....- -- ,.... `PEA GRAVEL SLUMP (6�X 187 I II I <' ; PRESSURE COMPENSATING TORO DL2000 DRIPLINE LATERAL �E1AfTTER LOCATED iNSIOEI—FINISH GRADE NBING / 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 I I I�;, ��,I I I- DRIP LINE DETAIL NOT TO SCALE FlNISH GR MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T N R O D R 1 G U E 5 6 V A R T N E R 5 1 N G. ��s r+o.in wni.m.� no�a. suita zoo M o u n 1�1 n V 1 s r . G A 8 S D.9 8 5.0 7 0 0 THE usH cw�oE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners I81 Greenwidi Street San Francisco,CA 90111 T 415 433 4672 F 415 433 5003 SOIL DRIPLINE SUB-SURFACE INSTALLATION 18" O.C. NOT TO SCALE FlNISH GR �ISM GRnDE �rMnv N REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13�PLAN CHECK 1 RESPONSE 10.15.13�PLANNING ASA REVISIONS 01.24.14�P�'�'N CHECK 2 RESPONSE &ASA REVISIONS 03.10.14�P�N CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION" PROJECTNO. 22.S�J9 w�� 11.15.2012 soi� oanwriev AIB s� AS SHOWN CHECKEDBV GL IRRIGATION DETAILS AIR/VACUUM RELIEF VALVE AT DRIP LINE PIPE FLUSH VALVE AT DRIP LINE PIPE DRIPLINE SUB-SURFACE INSTALLATION 12" O.C. NOT TO SCALE NOt TO SCALE NOT TO SCALE PNpSCApF �,,4,�o�aY m o n.Yo J�ry/n DICKSON & ASSOCIATES, INC. LANDSCAGEIRRIGATION � y L 5. 1 5 YARtt DICNSON./SIC • 5 .1� • �(s.w)s+�-ssis v�z(sao)s+�-ssi� .r� aizs.ia �Q P.O.BOZ 415 PALO CEORO.Gl1FORNA 96071 9l ` Q' f OF �A`�EO O2011 KENNETM RODRIGUES 8 PARTNERS,INC. ■ us vKw�s/N�we/�x-eo�/ �s /�s.�s /mea srzc: �ac/o�-�i-zois a FlNISH GRADE CY IN-LINE CHECK VALVE NOT TO SCALE &4CKFILL MD(PER SPECIFICATION� TORO DL2000 DRIPLINE \ TORO DL2000 STEEL \ SOIL STAPLE(SS6-50 \ NATIVE SOIL PER \ SPECIfICATI0N5 NOTE:LOCATE STAPLES AIONG TUBINC AT 4'-6'ON CENTER AND AT ALL flTTINGS TEES,ELLS,ETC ELEVATION NOT TO SCAIE STEEL SOIL STAPLE NOT TO SCALE NOTE:THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE YAXIMUM RUN LENGTH. PVC SUPPLY NOTE:THE TOTAI LENGTH OF ALL INTERCONNECTED ORIP UNE SHALL NOi EXCEED THE MA%14UM RUN LENGTN. UTERAL IINE FROM DRIP MANIFOLD SUPPIY MANIFOLD IN-UNE SLB TORO POLY TUBING AT SUPPLY JG CHECK VALVE AND FLUSH END OF EACH ISLANO w PVC TEE(SxS%5) -T SERIES) TORO LOC-EZE ELL TORO OL2000 AIR/VACUUM RELIEF � UTERAL LINE VALVE(YD-S00-34)PLUMBED TO TUBINC AT HIGH POINT TORO LOC-EZE TEE TORO LOC-EZE TEE X Xl�SLIP ADAPTER py WC TEE(SXS) PER�MEfER UTERALS 2'TO 4'FROM EDGE TORO OL2000 DRIPLINE LATERAL � TORO DL2000 OPERATION INDICATOR(DL-MPS) R�P ZONE BOUNDARY TORO DL200 AUTOMATIC FLUSH VALVE. PLUMBED TO FWSH MANIfOLD AT LOW POINT. F1' ISLAND LAYOUT FOR SUB-SURFACE DRIP NOT TO SCALE NOTE:THE TOTAL LENGTM OF ALL GRADE INTERCONNECTED DRIP UNE SHAIL NOT EXCfED THE MAXIMUM RUN LFNGTH. TORO LOC-EZE TEE X X��SLIP ADAPTER PVC SUPPLY MANIFOID— TORO lOC-EZE ELL� TORO LOC-EZE TEE• NOTE:THE TOTAL LEHGTH OF ALL pVC UTERPL UNE FROM DRIP MANIFOLD INTERCONNECTED DRIP LINE SHALL NOT EXCEEO TNE HIGMPOINT MA%IMUM RUN LENGTM. ON SLOPE �� TORO DL2000 DRIPUNE LATERAL TORO DL2000 P1R/VACUUM RELIEF tNLINE SPRtNG CHECK VALVE VALVE(YD-500-34)PLUMBED TO (JVO500-S2)TO HELP CONTROL WC RUSH MANIfOLD AT HIGH POINT LOW HEAD DRAINAGE(TYPICAL) PVC SUPPLY MANIFOLD PVC FLUSH MANIFOLD I �� TORO DL2000 MANIFOLD-TO-ELBOW USE WHEN CONNECTION(7YPICAL) SIOPE RIP ZONE BOUNDARY EXCEEDS 3%IN OIRECTION TORO OL2000 OPERATION OF FLOW INOICATOR(DL-MPS) � p� PER�AAEfER LATERALS TORO DL2000 AIR/VACUUM RELIEF 2'TO 4'FROM EDGE VALVE(YD-500-34)PLUMBED TO PVC FIUSH MANIFOLD JUST BELOW EACM CHECK VALVE(TYPICAL) TORO DL2000 AUTOMATIC F� FLUSH VALVE(FCH-H-FlPT) PLUMBED TO FLUSH MANIFOLD AT LOW POINT SLOPE LAYOUT FOR SUB-SURFACE DRIP NOT TO SCALE NOTE:THE TOTAL IENGTH OF ALL C LATERAL LINE FROAA DRIP MANIFOLD -?VC LATERAL LME FROM DRIP MANIFOID INTERCONNECTED ORIP UNE SHALL NOT EXCEEO THE TORO DL2000 AIR/VACUUM RELIEF MA7(IMUM RUN LENGTH. VALVE(YD-500-34)PLUMBED TO SUPPLY MANIFOLD AT HIGH POINT EDGE OF PLANTER PVC SUPPLY MANIFOLD PVC SUPPLY MANIFOLD TORO OL2000 AMNIFOLD-TO-ELBOW BERM CONNECTION(TYPICAL) PVC TEE(SXS) IR/VACUUM RELJEF LATERAL. AIR/VACUUM RELIEF VALVE TORO POLY TUBING CENTERED ON MOUND OR BERM (YD-500-34)PLUMBED TO TORO TU81NG AT EACH MIGH POINT ERIMETER LATERAL 2'TO 4'FROM EDGE TORO DL2000 TEE AIR/VACUUM RELIEF LATER4L, TORO DL2000 OPERATION TORO POLY TUBING CENTERED INDICATOR(DL-MPS) ON MOUND OR BERM TORO DL2000 TORO DL2000 � � ORIPUNE U7ERAL DRIPUNE UTERAL FlNISH GRADE TORO DL2000 AUTOMATIC FLUSH VALVE(FCH-H-FlPT) PLUMBED TO FLUSH AIANIFOLD AT LOW POINT P'VC FLUSH MANIFOLD SECTION A-A IR/VACUUM REIJEF UTERAL., TORO POLY TUBING CENTERED AIR/VACUUM RELIEF VALVE EDGE OF PLANTER ON MOUND OR BERM (YD-500-34)PLUMBED TO TORO TUBING AT EACH HIGH POINT MOUND LAYOUT FOR SUB-SURFACE DRIP NOT TO SCALE � �CHECK VALVE(7YPICAL) PVC ELL(SXS) ERIMETER UTERAL 2'TO 4'FROM EDGE TORO POLY TUBING AT SUPPIY TORO DL2000 OPERATION AND FlUSH ENO OF EACM ISLAND INDIG4TOR(DL-MPS) SECTION RIP ZONE BOUNOAFtY xoTroscuF TORO DL2000 DRIPUNE LATERAL PVC TEE(SXS) TORO POLY TUBINC AT SUPPLY TORO DL200 AUfOMATIC FLUSH AND FLUSH END OF EACH ISLAND F� VALVE. PLUMBED TO FLUSH IMNIfOLD AT LOW POINT. ISLAND LAYOUT FOR SUB-SURFACE DRIP NOT TO SCALE �TORO DL200 AUTOIAATIC FLUSH VALVE. PLUMBED TO FLUSH AIANIFOLO AT LOW POINT. ;FLUSH MANIFOLD 0 DL2000 MANIFOLD-TO-ELBOW CONNECTION UTERAL LJNE FROM DRIP MANIFOLD AIR/VACUUAI RELIEF UTERAL, �TORO DL2000 MANIFOLD-TO-TEE POLY NBING CENTERED ON CONNECTION(TYPICAL) MOUND OR BERM TORO DL2000 DRIPLINE IATERAL AV AIR/VACUUM RELIEF VALVE PLUMBED TO POLY TUBING AT EACH HIGH POINT PVC FLUSH MANIFOLD ERIMETER UTERAL 2'TO 4�FROM EDGE RIP 20NE BOUNDARY TORO DL200 AUTOMATIC FLUSH VALVE. PLUMBED TO FLUSH O TORO DL2000 OPERATION MANIFOLD AT LOW POINT. INDICATOR(DL-MPS) CENTER FEED LAYOUT FOR SUB-SURFACE DRIP NOT TO SCALE NOTE:THE TOTAL LENGTH OF ALL INTERCONNECTEO DRIP UNE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. PVC fLUSH MANIFOLD� TORO DL2000 OPERATION INDICATOR(DL-MP5)-� TORO D12000 DRIPLINE UTERAL— DRIP ZONE BOUNDARY— PERIMEfER UTERALS 2�TO 4'FROM EDGE- �TORO D12000 AUTOMATIC FLUSH VALVE(fCH-H-FIPT) PLUMBED TO fLUSH IMNIFOLD AT LOW POINT LOC-E2E TEE PVC LATERAL LINE FROM DRIP MANIFOLDJ PERIMETER UTERALS PVC SUPPIY MANIFOL 2�TO 4'FROM EDGE i0R0 D12000 MANIFOLD-TO-ELBOW CONNECTION(TYPICAL TORO DL2000 AIR/VACUUM RELIEF VALVE(YD-500-34) PLUMBEO TO SUPPLY MANIFOLD AT HIGH POINT TRIANGULAR LAYOUT FOR SUB-SURFACE DRIP NOT TO SCALE NOTE:THE TOTAL LENGTN OF ALL INTERCONNECTED DRIP IINE SHALL N07 EXCEED THE MAXIMUAI RUN LENGTH. TORO DL2000 AUTOMATIC FLUSH VALVE(FCH-H-flPT) PLUMBED TO FLUSM AIANIFOID AT LOW POINT TORO LOC-EZE TEE �RO DL2000 OPER4TION INOICATOR(DL-MPS) PERIAIETER LATERALS FLUSH MAN�FOLD 2"TO 4'FROM EDGE TORO DL2000 MANIFOLD-TO-ELBOW CONNECTION(lYPICAL) TORO DL2000 DRIPLINE LATERAL RIP ZONE BOUNDARY PVC SUPPIY MANIFOLD PVC UTERAL LINE TORO DL2000 fROM DRIP MANIFOLD� MANIFOLO-TO-ELL CONNECTION TORO DL2000 AIR/VACUUM REUEF VPLVE(YD-500-34)PLUMBED TO SUPPLY AAANIFOLD AT HIGH POINT ODD CURVES LAYOUT FOR SUB-SURFACE DRIP NOT TO SCALE DICKSON & ASSOCIATES, INC. L A N D 5 C A P E I R R 1 G�T I 0 N wvm o�cKSOn.wvc m(sw)sa�-ss�a v�z(sw)x�-ss�s r.o.eox ais P�LO CEDRO.GLKOR�M 960)J MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T N R O D R I G V E 5 � i A R T N E R 3 I N C. ��s N o r�n w n i�m a n rs o.e. s�i i• z o 0 M o u n 1�1 n V I s� . C� 6 5 0.9 6 S.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Wndscape Architecu• Wnd Planners 181 GreenwidiStreet San Francisco,CA 9d 111 T A 15 433 4677 F a t 5 433 5003 �vMnv N _��_ , „ �"��:��',.� REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13�PLAN CHECK 1 RESPONSE 10.15.13�PLANNING ASA REVISIONS 01.24.14�P�N CHECK 2 RESPONSE &ASA REVISIONS 03.10.14 4�P�N CHECK 3 RESPONSE 'BULLETIN 3-FOR CONSTRUCTION" PROJECTNO. 22.rJS9 w�� 11.15.2012 DRANMBY AIB SCALE AS SHOWN CHECKEDBY GL IRRIGATION DETAILS ��v `armun H �y 2 O. °.r i� � � � � � � _ �� l � L-5. 16 ✓'�. d�1� �P � 9fF�F CA��t�Q O201�KENNETM RODRICiUES 6 PARTNERS,INC. ■ �ws vu�us/N.ae/iz-eo�/ u /u.�e /srrao�sra: Norc/os_a�-zo�s a IRRIGATION SCHEDULES TH��HART$ARE INTENDED TO BE USED AS A GUIDELINE ONLY AND INDICATE APPROXIMATE RUN TIMES(IN MINUTES) FOR EACH ZONE BASED ON ESTIMATED WEEKLY WA7ER REOUIREMENTS FOR ESTABLISHED PLANT MATERIAL.THE FIGURES SHOWN IN THIS SCHEOULE ARE APPROXIMATE ANO HAVE BEEN DEVELOPED FROM LOCAL CURRENT AVERAGES FOR EVAPOTRANSPIRATION,AND REFLECT MAXIMUM IRRIGATION REWIREMENTS OF THE PLANT MATERIAL BASED ON PLANT T7PE AND SPACING.ACTUAL RUN TiMES MAY BE DIFFERENT DEPENDING ON A VARIETY OF FACTORS INCLUDING TOPOGRAPHY,SOIL STRUCTURE,SUN AND NAND EXPOSURE,WEATHER,ACTUAL PLANT WATER REQUIREMENTS,ETC. WATER USE CALCULATIONS wixiuuu nvv��o wnr�use(►awu)_(�ro x.�x uNOSC�o n�u x aes) E7 45.3 INCHES UNDSCAPED AREA 137,665 SOUARE FEET W 2,706,521 GALLONS/ttt. Esnwam,+aPUEO war�use(ewu)_(�ro x vwrr rncroR x w,osciwEO u�x o.ss)/�mcnnor+E�ciEr+cr �.SU8-SURFACE DRIP IRRIGATION N SHRUB/GROUNDCOVER N2EAS WITN LOW WATER-USE PUNf MATERNL: �µp$GpEp�� 'S.622 SOUARE FEEf PIAN�FaCTOR "�3� iRRIG4110N EFFICENCY 0.90 � '33,493 C�J10NS/YR. 2.SU8-SURFACE DRIP IRRIGATION N SHRUB/GROIMOCOv£R ARfAS WffH MODERATE WA7ER-USE PIANT WiERW: �µp5�p� '3,463 SQUARE FEET PIANf FACTOR .50 IRRIG4TION EFFICENCY 0.90 � 990234 CALLONS/YR. 3.SUB-SURfnCE DPoP IRRIfATWN N SHRUB/GROUNDCOVER PREAS WITH HIGH WniER-USE PLMIT MATERIAL: IANDSCAPEO AREA 9,200 SQUARE FEET PIANT F�CTOR "•� iRRICATiON EV"FICIENCY 0.90 � 229.681 CALLONS/YR. 4.ROTOR fiRIC,AT10N FOR f1GH WAlER-USE TURf ARF1S: �µp$�p�� 20.698 SQUARE FEEf PIMIT FNCTOR - -� i�na+[�c�ioci o.%s � `20,079 C,�LLONS/YR. 5.SPRAY IRPoGATI()N FOR HIGH WAiER-USE TURF AREAS: UNDSCAPED AREA 4.082 SOUARE FEET PlMlf FACTOR "� IRRIGAl10N EFFICIENCY 0.70 � '31,025 GALLONS/YR. 6.1REE BU88LER IRRICATION FOR LOW WATER-USE TREES:: UNDSCAPED AREA 3,864 SOUARE FEET PIANf FPCTOR "3 IRRIGAiION EFFICIENCT 0.85 EWU 38.303 GALLONS/YR. 5.TREE BUBBLER IRRIGATION FOR HICH WATER-USE TREES: �µpSCApEp MEq 736 SOUARE FEET PUM FACTOR "•� IRRIGAl10N EFFIC�NCY 0.85 �ry 19,455 6ALLON$/YR. TOTAL EWU GLCUUTION: 2,362,270 ��. ��.Iia.lvY�.►a��'.�`M1.,iu.w.-:.v+p�.�.•�:4r'^`.._'.F , � _ , n. .._.i��N � �{ �N`�.�'�Y�-��y4 i 0��i��n�.wn��:I^:,4/� �A:;.lt:y�aL'A*�'� ^.\;' • L��^�t6:��``� ....�'4sDs•:,.`:c%:� F....r�"y i..>c .!.. �-or...�..... f� { ,t � �'�� ,"/ f /�x f.� d Y� F�..'a1(�� . ��,�,�.r.�.....�..�r-..u..a..,uAs r.r.� ��.b�i��:i:L ��ft'! �;Ci w. _,.._... ..... .� . ._.---�.- DICKSON & ASSOCIATES, INC L�N D 5 C A Y E 1 R R I C A T I 0 N 4nRIY DILICSON.ASIC m(sao)ss�-ssis r�x(sao)s��-ssia P.O.BOX 115 PALO CEDIlO,CALIfORNI/� 9607] ^ti, �p 1 ! � �wn sr cwcRrna/�/.ae/is�i9N �s /u.i� /sryeo�vze: rawc/o�-ai-soia u�o MAIN STREET CUPERTIN� STEVENS CREEK @ FINCH CUPERTINO, CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T N R O D N I a U E S t V A R T N E R 3 1 N C, ��s Nor�n wni.m.� na.a. s�i+. xoo M o u n��I n V 1 a r , C A 6 3 0.i 8 S.0 7 0 D THE GUZZARDO PARTNERSHIP iNC. Landswpe Architects• Land Planners 161 Gieerwich SVeet Sdfl FfdMi5CO3�A 94111 T 415 433 4672 F 415 433 5003 KEVMAP N _��_ �\ „ , �:�:�Z�1i�r��:,� _ REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13�PLAN CHECK 1 RESPONSE 10.15.13�PLANNING ASA REVISIONS 01.24.14�P�N CHECK 2 RESPONSE &ASA REVISIONS 03.10.14 4�P�'N CHECK 3 RESPONSE "BULLETIN 3-fOR CONSTRUCTION" PROJECTNO. ZZ,SS9 DATE ��.��J.2��2 or�,wraer AIB s� AS SHOWN CHECKEDBY GL IRRIGATION SCHEDULES& CALCULATIONS �St,�'o`�1mun po �ryi � , f�n � �� L-5. 17 J'l 03�6 14 �P � 9lF 0 F C A`\F�0 O201�KEMIETH RODRIGUES 6 PARTNERS,INC. �`v NOTE: SEE CIVIL DRAWINGS for Vehicular Pavement Walkway Section 3/16" wde by 1-1/4"Deep Score Joint ot 7'-0� o.c. mox. or as shown on Drowings 6"x6" �10/�10 W.W.M. Center in Pour. Expansion Joint. For Natural Grey Concrete use 1/2"�de Fiberous Asphaltic moterial For Integral Color Concrete use 1/2" Homex, Non-Asphaltic Joint w/Polysulfide Bead over. Color to Motch adjacent pedestrian concrete poving. Homex by Homasote, Trenton, N.J. 1'-6" � 609.883.3300. All Joints to occur at 20'-0� o.c. max., at Materiol Interfaces, ond as shown jon Drawings � Concrete Paving. See Layout Plans ond Color ond Finish Schedule for finishes ond colors. ._; ,I- Aggregate Base Compocted to at least 957. ,-i=,_-;;__.;T__=__; per Geo-technical Report(2012) i�— — — ��—; — Compocted Sub-Grode and Base to at least 90�per Geo-technical Report(2012) rovide,�4 Dowel at oll Cold Joists, typ,3Q'o.c. � Pedestrian Concrete Pavin Scale:1'=1'-0' NOTE: SEE CIVIL DRAWINGS for Vehicular Pavement Walkway Section See Plons for Adjacent Conditions Permaloc Accent Poving Edging. Interlocking Unit Pavers. See Color and Finish Schedule for Pover Specificatio�s (2) �4 Rebor, Cont. Centered in Pour as Shown. Use(1) ,�4 Rebar if Band wdth Less Thon 12". Concrete Band. See Color and Finish Schedule. Provide Exponsion Joints ot material or structurol interface and ---- Score Joints as shown on plans ond detoils �" ' � • �� o � �i�:� = For Naturol Grey Concrete use t/2"�de Fiberous ;�;��%�/��`•�' �i„ ' � �� ;��\ � Asphaltic Materiol. For Integrol Color Concrete use �/"�"i'��o o e v o o � �+ -i� 1/2'Homex, Non-Asphaltic Joint w/Polysulfide ��, �- '�-'�r�— �-�_ ��- ,�LI�J•� ..�� /�-�`� i�= i I i—'�` � 'j '�1 ��_,, �-� ��/� Bead over. Color to match ad'pcent Paving. i�/�jt�% . .�� i u-F I i '� � f 1 i ��t �I ,�_�\��; Homex by Homasote, Trenton, NJ 609.883.3300 `,�i�i`y�!, �,= ,_�;I j_. � I I ,I:, I_l�J I , i..��,!�;. Mirafi Filter Fabric, /140N, Continuous. Install per Mfr s Compacted Sub-Grade a Specifications. Turn Up Edges ot Concrete Bands. Base to ot least 95�per Sond Setting Bed. 1'Max. Depth of Plaster Geo-technical Report (2012) or Mortor Sand. Do Not Use Concrete Sand. Z Pedestrian Accent Pavin On Grade Scale:1"=1'-0' Planting Bed 2 Permaloc DG Aggregete Edging L6.2 Ad'pcent Paving. See Layout Plon for conditfon — Decomposed Granite Peving. Install and compact in(2)two inch Iffts. Compaet to 85R relative d compaction. Use 3/8'minus quorry fines.Mix ( , quarry fines with Stabilizer organic binder. Apply �{ per manufocturer's speeifications. S.C.F.S. =1_T!=�!r=� �— �I=! '—I— ' Submit sample for review l—i I!=1 I I-! ��I�—!I-!I E=1_(I-!!E- Pr�or to i�stouctio�. Mirafi�140N Filter Fobric. Turn up et edges. Instoll per Monufocturer's Specificotions Compacted Sub-Grode ond Bose to ot leost 957L per Geo-technical Report(2012) 3 Pedestrian Decom osed Granite Pavin Scale:1'=1'-0• 4 Pedestrian Gravel Pavin Scale:1'=1'-0' Planting Bed Permaloc DG Aggregate Edging. Pedestrian Grovel Poving. Instull and compact in(2)two ineh Ilfts. Compact to 857L relative compaction. See Cdor ond Fnish Schedule fw materiol specification. Submit somple to Londscope Architect for review prior to installotion Adjocent Povi�g. See Loyout Plon for condition Mirofi�140N�Iter Fabric. Turn up at edges. Install per Manufacturer's Specifications Compacted Sub-Grode ond Base to ot least 95x per Geo-technical Report (2012) 5 rCUC��i iai i ravCi i c i r a�«�� Not to Scale Joist Stone w/Permeoble Opening— �Ison Ouorry, 1/4"x�10 Drain Rock by Groniterock; 831.768.2000 P destrian qccent Paving (�ermeoble Pavers) 1'ype 1 and 2, S.C.F.S., Typ. Mirafi Filterweave 500 Permeobte Filer Fabric, Typ. O �� \ � �:.�� •�. , -�'6• J'- �Ison Quorty, 3/4' Ctean Crushed Drain Rock, compacted to 957G by Graniterock,831.768.2000 •Sett'nfl Bed 1 1%2 of W�son Quarry, 3/8' x�4 Cleon Crushed __ 4"Drain Pipe. Wrop ends with filter fabric S.C.D. for Pipe elevations ond connections. Ad'pcent Concrete Paving, S.C.F.S. At Interface w/Pavers. Concrete deeped Footing Edge: �.—^ .�- —.�. , �' �'. �• r ' � �- � �1�`,� �;..-�L 'J� �' . \^'%-'�-i`=�:-.�"�4=♦i^O.—�ic- I 6" of Closs 2 A99regate Base compocted to 90� Compacted Sub-Grade ond Bose to ot leost 95R per Geo-technical Report(2012) 6 Permeable Unit Pavers and Concrete Pavin Scale:1"=1'-0" 12"/36• see layout plan y..._..---------..__�. c E . � :•.!��.;':.c�\ �o �c °o o j.� 1'-6" Concrete Band 7 Scale 1"=1-0' 0 Planting Area Concrete Bond with(2),i4 Rebor continuous as shown. See Loyout Plan and C.F.S. for integrol cdor ond location. Tool edges with 1/4'radius.Rebor to be 3�min. from edge of band.; Concrete Type 2,S.C.F.S. £xponsion Joint.For Naural Grey concrete use 1/2� wide Fiberous Aspholtic moterial. For Integral Color concrete use 1/2'Homex Non-Aspholtic Joint with Polysulfide bead over.Color to motch ad'pcent pedestrion concrete pavtng.Jotnts to occur at 20'o.c.mox. ,Adjocent Concrete Paving.Type 1,S.C.F.S./Plonting/or Povers. See Layuut Plon for conditions. iubgrade compacted to ot leost 95X or per ;eotechnical Report. Compocted Aggregate Base to ot least 957G per Geo-technicol Report(2012) Provide/4 Dowel ot all Cdd Joists, typ,30'o.c. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 N E N N E T M R O D R 1 G U E S 8 P A R T N E R 8 I N G. �as r+o�+n wni•ma. r+e.e, s�i�• soo M o u n t�i n V 1 e r . C� 8 5 0.9 6 S.0 1 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planne�s 187 Greenwich Street San Francisco.CA 94111 T 415 433 4672 F 415 433 5003 /II� ��/\ „ ---;,l,�• '�:�,:� ■ '��;r � �� _ -. ..W��,��wr.��r� � �I �..�:.M.M. � I.c'L I�I ►�.� J REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/?,, PLAN CHECK 1 RESPONSE 10.15.13 �� PLANNING ASA REVISIONS 01.24.14/3 P�`N CHECK 2 RESPONSE 8�ASA REVISIONS 03.10.14� P�N CHECK 3 RESPONSE 'BULLETIN 3-FOR CONSTRUCTION" PROJECT NO. 22,rJrJ9 DATE ��,��J.2��2 orv�wNer AIB s�� AS SHOWN CHECKED BV GL CONSTRUCTION DETAILS mon 2�'4,o`xY 'p0•j�'�., W ,� j A� J (1 � L-6. 1 ;� s a,�;. �� \F OF CA��F�� O2011 KENNETH RODRIGUES 6 PARTNERS,INC. PLAN Area droin S.C.D., typ. — . .:Q . : . . ' '_ � �� Continuous planting area, per landscope plan. '�• a '. •�. t Cut cross holes in sod for placing ' '�' '�' ' .�� plant contoiners. '. '. .:. '�� • • • • •�•� •�• j .� .� Now—Mow Fescue sod. Place at bottom • � • ' '� � �=� oi swale and on odjacent slopes. No '''.' '�.'. .'1,t.'..--- .j.. ' ' ' ' ' wood mulch over swale. .�.. " . • �: S.C.D. for details. •�•�•� ,�••• ••�• • • � f—Wood mulch w/plonting outside of ��' ��` �,;� "�1 treatment orea. � .� � ��..�... -. � . SECTION � Area D ra i n i n Swa I e not to scale � Turf Block Pavin Scale:1'=1'-0' Curb or ad'} Pavinq see civil and londscope plans for condition. Now—Mow Fescue(sod) at the bottom and on slopes, typ. Area drai� S.C.D., typ. Continuous planting, per landscope plan. �Infiltration plonter soil mix. See specifications for mix. per civil drawings. Adjacent Planting Bed or Paving. See Layout Plons for condition. Vehicular Concrete Bond w/(1) �E4 rebar continuous as shown, S.C.F.S. Scorelines and expanston joints similar to Pedestrion Concrete Paving. Planting in voids of Turf Block. See Planting Plans for plont type. Fill voids in Turf Block with amended topsoil, see Plonting Notes. Hastings Checker Block w/reinforced wire mesh. Instoll per manufacturer's Recommendations and Specifications; S.C.F.S. Civil 1 1/2" Thick layer of well—tamped Sand Setting Bed. 12" Closs II Aggregate Bose compocted to 95x (per geotechnical report), S.C.D. Geotextile Fabric. Install per manufacturer's Recommendations. Subgrade compacted to 95f: per qeotechnical report. r reference only. Drawinas for full and Final Construction Detail �. -- ,e� .. ".c� � ��t' t ' ��i=iit�lY�{. ' ��,✓_ , r6��v!�f�. �s s �ry a:.��'�i::ty.r �..y $'..iw...l.r}i� c.• , ,. iv�{- YL.S:.-e) ,,,�'� rv• ;"'+ V\ �f/�—..l.�..�..r.�.....� C <.. a.,•'..�.!':�'d•; "� •--�.....�,'."`....'---- t.�::� St��Rd�3:�' __._ �Olti w taAii(�Q; � :. �..� . .�. i.�.,..._, `'' MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T N R O D R I G U E S 6 P 11 R T N E R 3 I N C. 1 1 5 N o r t� w n i�m a n R o�a, S u i t• 2 o a u e u n t�1 n V 1�r . G� 6 5 0.9 6 5.0 1 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Greemvich Street San Franciuo,CA 94111 T 415 433 4672 F 415 433 5003 �II� �I�, �/ �/�. :� ,:,� .� .r��, � � —_ ,~ 9r � � � ��wr_Mww.... ... �:��i �..��M..�E I »..—«. J ■, I�:_ —__-1-- - REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/� PLAN CHECK 1 RESPONSE 10.15.13� PLANNING ASA REVISIONS 01.24.14� P�N CHECK 2 RESPONSE &ASA REVISIONS � PLAN CHECK 3 RESPONSE 03.10.14� �BULLETIN 3-FOR CONSTRUCTION" PROJECT NO. ZZ.�JS9 DATE ��.��J.20�2 oanwN er AIB sau.e AS SHOWN CHECKED BV GL CONSTRUCTION DETAILS PNOSCApE 4, ��Ymon N C' 42`' ° °r�y%� i � � � ^ ___ � L-6. 10 .^ �,� _. IO 2011 KENNETN RODRIGUES 8 PARTNERS,INC. 1 Finish Grode 3'below Pavement. uJch Fill Fnish flush w/Po;ement Fi�ish C.�ode; keep 3 below Povement Finish Grode. T of Sod Soll/Flnish w�Pavement Finish Grode. Pov p^t ayement ' ' ; epth of Sod Sofl. mi h i�i h "' �� F See IAanufaeturor's a�e ro�de r', � Specifications. \��. `/iI,' �n� � •• --'� • `� , � _.__ ,-__ \ —. —� '- - - inish Grode of Amended � � GROUND COVER-PAVING LAWN-PAVING PAVING AREA-CURB � Fine Gradin @ Pavin Ed es Scale:3/4'=1'-0' ARCHRECT NOTE:CNECK Off APPLKABLE SIZE&FINiSH DESIRED sizE: 'fn'X 3'h'(32 MM z 89 MM) 0.060'(152 MM}THKK W!0200'(S.OB MM)EXPOSED TOP UV �i,ti�x av:��s nenn x e9 tiun� 0.076'(1.93 MMI THICK W!0.200'i�.83 MMl EXPOSED TOP L�P FINISM IEGENO: (MF)IuULI FINSN-NATURAL ALUMIt�IM {BU BIACK DURAFLEX�LECTROSTATKALLY APPLIED ar,�o oni van+T,MEETS MMA 2603 1 YO�S. �, diSTALL pER MANUFACTURER'S �x�sr�uuTroN cuioEUr�s• 2 g-a�c�.�wn sernons To INCLUOE t3)12'(305 MM) ALUMINUM STAKES. t6'-0'(4.88 Aq SECTIONS TO 3• INCLUDE(8)12'(305 MM) ALUMINUM STAKES. CORI�RS:NOT'CN BASE ONLY 4. ANO fORM COMIM10U5 CORNER. v�wruia�ru�+sraiP�s MANlSAC7URED BY S. PERMALOC CORPORATION. HOLLAND MI. (800)356�9660. (616)399-9600 CONTRACTOR'S NOTE: 6 FORPRODUCTAND PURCHASING II�ORMATION VISIT:WWW.PEHMALOC.COM � r�,PERMASTRIP u PERMALOC PERMASTRI ALUMINUM EDGING TOP OF EDGING TO BE MAXIMUMOF'!i(6.1M1 ABOVESURFACE MATEI COMPACT GRADES ADJ TO EDGING TO AYOID SETTLING 3'/i{84MM) DECOMPOSED GRANRI HORI20MTAl BASE FOF EXTRA I�GIDITY I1'(�SMM?a-UAAINU STAKES TO LOCK INTO PREFORMED LOOPS OP EDGMIG 2 Permaloc DG A re ate Ed in scale:not to scale Curb ct Parking/ Drive Aisle; S.C.D. �85X Relative Compoction of Plonter Soil,Typ. � � �� '. i � � � / � ti CONNECTOiR sr�xES . . ISQMETRK VIEW NTS Flniah Grode.Ground Flnished Cover Plonling Areas Gode Factay Turf 111=t11=111 111=111=111=111= �"t ihertnol Areo 111=111= 11=M=111=111=111 Ezponsion 1=111=111= 11=111=111=111= �'P��t 2 111=111=u1 I = 7�,�Ivinized See—� 111=111=111= 111= Chart 111=111 11= Steel Hairpin, F� Ill�h IM See Chort for Width �p 111= Bend-A-Boor __ ____ III 11= Plostic Header -111=111=111 111=111=111=111= III II�II�_� Boord See Chort 111=111=11 1=111=111=111=111 SECTION-111= Fa Sizes =111=111��III�II�III III�III=111 Plastic Stake ° 111= O 3'O.C.Max.Use 11=III Plated Deck Screws ��iZ� ��III II��III Fw Attochment Steel Hairpin, =111��111= � See Chort - For�dth �p,�p�NT DETAIL See Chort for Max.Crown Len tA �e Chart Fw Maximum NOTES: Rodiva t.Color Optbns Brown(Stock Item) 2.Instolotion Tipe See Chart tor Alax.Crown Height T�'Coarse Wood Waking ELEVAiION-CROWN DIMENSIONS PLAN For Cutting ond Drdling -Use Plated Screws or Ring BEN�-A-BOARD CHART Shank Noils to Join 8oards. -Allow for Themial Expaneion HDR.ACiUAL RADIU M M XIMUM RE�OM�IENO� �IPR�INT The Slip by Leaving Gapa in SIZE DIMENSIONS POSSIB�LE�SSIBLE �NTA SLI DIMENSIONS ��nts or at the End of the Run. t„s a�/Y.>>/r,to• x• �s•/�e' �pY-a/s' �i/z'o.�s• -Do Not Screw Through Slip Joint. AAanutactured By. Epic Plostics 1880 Corden Troct Rd.,Riehmond,CA 94801 PH,�(510)235-9339 http:/%www.epicplostics.com Rec cled Header 3 Not to Scale ARCHRECT NOTE:CHECKOfF APDIKABIE SIZE&fINISH OESIRED: SIZE: ��2•NM)IENGTHS 0�"7C 1'/+'(1.86MM X44.6MM) w!0.07Q" (1.78MM)TOP LIP ❑MF[]8l .076"X 7'!."(1.90MM X 14.SMM) �w o.oeo�� a.o��roP��r ❑MF Q Bl FINISH LEGEND: (MF)Mlll fINISH-NATUML ALUMINUM MEETS NOTES: t. tNSTAILPER MANUFACTURER'S 'INSTAlLAT10N GUIDELINES' 2, CONNfCT10NBEfWEEN SECipNS TO UTIUZE MANUFACTURERS'f]UICK CLIP CONNECTORSYSTEM. ;, COAfdERS:NOTCH BASE ONLY AND FORM A CONTINUOUS CORNER ,. PERMALOC BRICK�OCK AS MANUFACTUREO BY pEWNAtOC CORPORATION. HOILAND MI. Ie001356-9660. (616)399�9600 5. CONTRKTOR'S NOTE: fOR PRODIKT AND vunCHASING�NFORMATION VIS�T:WWW.PERMALOC.COM �Block :�� ,t�' �#�� ^*' ��"�l f 1� � � � F\�\' � � �, ,�i� j i �'� J CONNECTOR �� _ ISOMETRK VIEW rns PERMIALOC BRICK BLOd( _ _ _ � ALUMNUM PAYERRESTiWMT PAVEII ..::_ �- � I�t-il-�i�!{ SETtING t0UR5E _ _LI!' �r r� ' COMPARlASECOURSE _ > ��',` EXTENON66'(152MMp - ' k�,', \�,; !fl'ONDNESTWIMT. �� \�,. 1 SUeGMOE _ - T� �" Typicol o�ends ond back. � Bench on Concrete Pad Not to Scale �- Bench. Anchor bench to concrete pad per monufac- turer s specificationa ond as noted in Color and Finish Schedule. See Color onE Finish Schedule. Edge of Concrete pavinq.See Layout Plons for adJacent conditions. Expansion Joint at interfoce with adjacent concrete Pedestrian Co�crete Poving.Color ond Flnish to metch od'pcent concrete poving. Compacted Subgrade ond Aggregate Boae pe� Geotechnicol Report Up-Light w/stake,S.C.F.S.,Typ. Planter,S.C.F.S.,Typ. Provide Irngotion ond Drain penetrotio�opening. Center in Pla�ter Bottom. Commercial G►ade Potting So7 Irrigation Loterol to Enter Pot Through opening. Geotech Drainoge Board,2�Thick,attoched to Plonter walls. Cover with Mirofi 140N Filter Fobrie,continuous from bottom. See Planting notes. Pedestrian Conerete Paving.S.C.F.S. Slope Concrete covered by plonter at 2X toward drain wt-oui. Electricol Condult Conneetfon,S.E.D. 3"Diometer PVC Drain Pipe,Cut Flush with top of Paving. i f'�I I i—i I:—I i I!=1 i:=i I! -1 f; roin Pipe �i—)i i—{�i-�I i S.D. Paving -�i!—I��=�i;—I I i=1 �i=I!—f�I, .�; �:Ufb ,�-��=i�1.—��—�i i—��—� —i Sched.40 - i.—)�—��._��—�I—I�—I I I— . 1 1�2'PVC r..:!;;�:,'^•t I!=�!;- !I!--1!!—l11-11i--!!!='I;_ s ___I I!_.I I!�I I i_I I i_I I:—I I_I I I—J I N� �,_iI:I_.�t��lil:��,i_:II I�:I.��,ii�I�,��i�I--,i� t � / �� '—�� : �—� i�;--(i' onform to Irriqotion i� Supply Routing. ��—�i—f(!—��_=�i'-��' 90'PVC eibow °�� See Irriyalion Plans. —'�'—�' 3�4'Dwmeter,Crushed C ean Droin Roek Wrapped in Mirofl 140N CONDITION 1 CONDIiION 2 �� _ Filter Fabrie anC Seoler. Conneet to Connect through Storm Orain. Curb or Weep CONOITION 3 S.C.O. Hde in Ret.Wall. Co�nect to Grovel Pit 2 Planter on Concrete Pavin ��nearest Plonting Bed. scale:3/4'=1' 24" or See Layout Plons � c m c° v�a � � �u c >u� N o � Adjacent Condition. See Layout Plans. Chamfer(1/2" 045')all exposed edges except reveols. Planter Backfill Mix. See Planting Notes. Hold soil surfoce 2�below top of wall. Poured in Ploce Concrete Seat Wall w/�4 Rebar 012" o.c. both woys as Shown. S.C.F.S. Concrete to be type 1. See Color ond Finish Schedule. Light. S.C.F.S. See Loyout Plon for locations. Exponsion Joint Waterproofing ond Protection Boord. Extend to Top of Planter Wall. FjJter Fobric. Wrap Fobric Up Walls to 1 Below Top of Soil. 4"Dia. Perforoted Drain Line, Wrop w/Filter Fabric. Connect to Storm Droin System. S.C.D. Compocted Sub-Grade ond 8ose to at least 95R per Geo-technicol Report (2012) 0 n a <, X O � a a < � u i Metal Guordrail or Wood Fence post in wall. See layout plan for locotions. Adjacent Poving. See Layout Plans. Top chomfered 1/2` at 45' Single Metal Wall (Sheet Veneer), Type 4, S.C.F.S. anchored to Concrete Wall. (O Accent Plaza Woll 2) Plonter Bockfill Mix. See Planting Notes. Hold soil surface 2" below top of wall. Polished ond Sealed Concrete Planter/ Retaining Woll w/�4 Rebar O 16' o.c. both woys. Tie into footing as shown. Concrete to be Type 2. See Color and Finish Schedule. Woterproofing ond Protection Boord. Extend to Top of Plonter Wail. FjJter Fabric. Wrap Fabric Up Walls to 1 Below Top of Soil _' 1_;:I— �'� ``�';''%"� '�' 4"Dio. Perforated Droin Line, Wrop w Filter I;�—i;;—��i(_)i: ��:��`:/'•;.,`. � \. Fobria Co�nect to Storm Drain System. S.C.O. —�-- �i%;?%%� i.-;.�. � � Concrete Footing w/�4 Rebar�16"o.c. both � I—'_I ij, °� ----r— �',�� WOys as ShOwn. �I i--1 I,._ � a �i:;i•..,; - ' ��;�\� Compacted Aggregate Bose to at least 95�per �(I� i � .. '��.>�„ Geo-technical Report(2012) ' ' '/��/� �i i�('._� � ,�M' , ! ' ,I'_'I,I�+' Compocted Sub-Grode and Bose to ot leost 90� 3' Typ �;;--'-' ; per Geo-technical Report(2012) per 6� plons �� Note: Detoil to be reviewed by Structural En9ineer Concrete Planter/ Retainin Wall Prior to Construction. 4 Scale:t'=1'-0' ` � ` ��\` ,- �Nota Twinkle Iights to be strung within outer 1/3 of canopy ,./� � :�.�\ �; � See Electrical Drawings for component .',I/ I�lr �° ` speetflcations �I �� A / String Lights on ascending branches,loosely looped eround branch. Provide loose fitting Nyion Snup-Tie connection in canopy and at ends. Loose fitting nylon Upper Tree Collor around 1st set ot rodial branches. Attach to branches w/loose tie.Loop light string to cdlar,attach w/loose tie. 3/4'0 x 10'Bomboo Stoke w/loose Nyion Straps. LED Tivioli Twilights Strand,100'long,loose installation. Wrap loose around metal ring,up the trunk trough Upper Tree Collor to leading branches.Use bolance to wrap the tree bra�ches in an informol arrangment of lights around the canopy perimeter. Provide somple in field for opproval. Tree Planting,See Detoil t /L-1.4, Typ. Plant SVip, Tree Well or Tree Grote. Twinkle Light Junction Box.; Class II Tronsformer w/multiple outputs by Tivioli. Electrical Trench NOTE: Lights have to be reatrung on regular bosis in order to loosely fit to growing tree. Strand Li hts 5 Scale:1/4'-1-0' 3 Concrete Seat Wall 6 Landsca e Boulder Scale:1'=1'-0' Scale:1/2'=1'-0' Ad'pcent Lawn or Plonting. See Layout and Plonting Plan for Condition Landscape Boulders. See Color and Finish Schedule Adjacent Paving. See Layout Plan for Condition Sond Base Compocted Sub-Grode ond Bose to ot leost 95X per Geo-technical Report (2012) MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 il K E N H E T M R O D R I G U E 4 � P�R T N E R S I N C. t�S N o r 1� W�i s m�n R o�0. S u i 1• 7 0 0 M o u n��1 n V I�� C� e S 0.9 8 5.0 1 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architetts• Land Plannen 187 Greenwich SVeet San Francixo,CA 94111 T 415 433 4672 F 41 S 433 5003 KEVMAP N Q II � � � � �.REVISION ' 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/� PLAN CHECK 1 RESPONSE 10.15.13,��, PLANNING ASA REVISIONS 01.24.14/� P�N CHECK 2 RESPONSE &ASA REVISIONS i PLAN CHECK 3 RESPONSE 03.10.14'� •gULLETIN 3-fOR CONSTRUCTION" PROJECTNO. ZZ.�J�J9 DATE ��.��j.2��2 �ruwn�er AIB scn� AS SHOWN CHECKEDBV GL CONSTRUCTION DETAILS /,�,v `aYmon N -'l" W�` �1� � U �� ;� ____ � L-6.3 ^ ��. _. � O2011 KENNE7H RODRIGUES 3 PARTNERS,INC. ,j'_ 2�-8" . �,. i,8"�,1'-4'�8�� Metal Cover. Attoch to CMU w/Wall Mount Spocers j � � and 8uttons; install per monufocturer's. specification. Keep 4" gap min. � a !` ' I � CMU Block Wolls. 8x8x16 blocks with �4 rebar O 16"o.c. -'Ic---, � I � verticol a�d horizontal. i � N I I I 6 5 ouble Metal Sheet Wall, S.C.F.S., Typ. � i �� ._� � I I-� � I '� Tempered Glass Screentng mounted to Heorth Walls(Both sides)w/Wall Mount Spacers � r i � w/Buttons; install per manufocturer's. specification. Keep 3" gap min. i.� ;.�� !' ;�--- Firestones for Gos�repiace, S.C.F.S., Typ. I �� ' !! Metol Grate mounted to CMU walls w/L-brockets. � � ii I I �_ ii i � � 8'x120' Vent Opening w/Metal Mesh Cover attached to CMU wall. Both sides. Typ. i ,; ' � iV� I c0� � � CMU Walls with �j4 rebar 12" o.c. both ways. E � I� void I Tie CMU block wall into footing. � I I I � �edestrion Paving. See Layout Plan for Type. I � i r I I ame emitter ond Gas connection, S.C.F.S., S.M.D. f ,_--L-J-;r---�,_--L--, � I T I I T I Concrete Footing with �4 rebor 12' o.c. both woys. I I I I I I I I I I L__i___I—__L__�__J - - _ Note: 1. Detoii to be reviewed by Structurol Engineer prior to Construction. 2. Controctor to supply full shop drawings prior Double-Sided Fire lace Section t°,�St°�'at�°�. 1 Scale:l/2.-1' teet catenary coble. monufacturer s instructions. Luminaire. S.C.F.S. mir's specificotions. umbuckle and 1/8" Stainless Steel I to be connected 600 W Transformer. ck tn power supply cord. ind steel topered pde w/pole cop :ontemporory style deco oluminum split bose 5" diom. GR55 anchor bolts. letol Corporotion; S.C.F.S. aving/Plonting. See loyout Plon for conditions. ( c design /text tbd. PLAN 1' Typ. ti � �� '/ �� J �:�:�;�:� i�- + �-� � 1'x4"Bronze Peg Frame. �c- -'� t;_ __ ` . 1/4"b x 3"L Bronze Peg(to anehor irame) ; keep 6' from cor�ers, 12' O.C. _� Concrote butt-tight � joint. BRONZE FRAME ATTACHEMENT not to scale 4" x 1"thick Bronze continuous 8order Frome. Concrete Base. Expansion Joint. Linear Morker. Bronze 1'x4" Linear Piece. _ _ _ _a _ _� � See Loyut Plon for ' �- r rt � Shope and • ."�, �_��i�._� r._ ,� �.,:�;r",r-,��, hf'.r-,r'� !��h>`_. _, ..� Length. 1 Ad�cent Pedestrian s�� Concrete Plaza Paving, Type 3, SECTION Note: S.C.F.S.,Typ. 1. Detoil to be reviewed by Structurol Engineer prior to Construction. 2. Contractor to supply full shop drowings prior to installotion. 3. DETAII TO BE INCLUDED IN ART BUDGET 3 Medallion Pla ue and Linear Marker Scale:1'=1' 6. -:�r-.__._... --_____..--------------- - ----......-�-----_ .__---.. .---- _.------�`- n �o 1 r ELEVATION 1'-6' � _ '� a� � �d I o a �� ` •I �_ <� I ��I �y � � . N �'a � �I 2� a � �� __ I �� ----------- • �` °I I °a �a °� �� 1 C� � a 1.� � �� - � r Chamfer wall Edges.Typ. �C. FDC Unit,S.C.D. Anchor to Wall. Stalned,Polfshed and Sealed Co�cr�te Wall,Type 1,S.C.F.S. /4 Rebor O 16"o.c. both ways. Tie into footing os shown. ��' � '` � 1' diom. concrete pier w/4-�4 vertical and � — " � Concrete Footing w//4 Rebar 016"o.c. both /)%;/;��='.�'_' � `'i —'::I—! _ � woys os show�. '� /, � i — ( �3 ttes A 12"o.c. Hold top of footing below - - �'�� " �. �.--= ,`�/\-\�%i�.%\� • • � � DG and slo e to drain. Concrete stren th ot � ° /�/��, �/ � ' � ��=�_I--- p g � -,� �-� -- ��\��.�—,• 1 —;;;—� � 28 days to be 2500 psi min. �j� ,c j ' ��' � Compacted Aggreate Base to o t leas t 9 5 7 L per %''�'-�/'��- i� � 'X-�" _,,-.�.�� '-. Geo-technieal Report(2012) i��i��i,�,��,., . � 1 I I--1� �-- ��y\/\�\/\ Compacted Sub-Grade and Base to at least ////�/�,,;/�// I�� '�I'—:;;i �o Concrete Footing Detoil to be reviewed by j ��"`�� `�� a �� Structurol En �neer rior to construction. 907L per Geo-technical Report(2012) \ \i''�' �; . i�;- 9� P ': 6' 1'-6• � 6• ��/i::j,!.j�'/j:�i�:,a � I ,A��\��;'��A��;��; ,�'�`� � .l I;� � � ' NOTE: Detail to be reviewed by Structural Engineer. i/� /�/� �``\''!1= =i.L- Sub-grode per Geotechnical Report. SECTON _��- 2 Sus ended Li ht Pole xa��:,n•=,�-o• 4 FDC Wall Scale:1•=1' MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 N E N N E T M R O D 0.I G U E 8 i P A R T N E F 3 I N C. ��s no��n wn�.m,� no.a, s��i. xao M o u n t�1 n V 1�� . C� 6 5 0.9 8 5.0]0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Plannen 181 Greenwich Street San froncisco,CA 94111 T 415 433 4672 F 415 433 5003 � - �II� .:�'�, �/ �� `�; .� •�` �►\::;�� :r��:+ � ., a—�i��.....j� � ' �+��..rE �I �—: � �..� I��. I.�, � � .,. J °---,,.,. __—--— -- _ REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13%� PLAN CHECK 1 RESPONSE 10.15.13� PLANNING ASA REVISIONS 01.24.14/� P�N CHECK 2 RESPONSE &ASA REVISIONS � PLAN CHECK 3 RESPONSE 03.10.14� •gULLETIN 3-FOR CONSTRUCTION' �o�ecr No. 22.559 DATE ��.�rJ.2��2 DRAWN BV AIB scru.E AS SHOWN CHECKEDBV GL CONSTRUCTION DETAILS /`�Ymvn,�, •C- �� r y%� ` �' � � n __��.. = L-6.4 ` OF CA�� O2014 KENNETH RODRIGUES 3 PARTNERS,INC. ■ ?• j,�. � �' �.'/ . ; n� <o; i PLAN Fountain Trough,See ��•2 Fountain Drowings, S.F.C.F.S. Double Metol Sheet Woll w/ Steel frame Construetion. Wall Type 3,S.C.F.S. IexiGlass Top and Side Wolls Covers. p-Light, Type 1,S.C.F.S.. Typ. of(5)for Bird cut-out illuminotion. Provide electrical connection. _ �� ., _ '-,y_, _ 33'-6' % 14', � �. 33'-6" ,��:� L eq' � eq ' ( f ------------ N - ------{- � ; , � v .�f v � I nr�/� ." �/^ Y a�� . N �O Y �O „ �(i; '� ��%''.. y�%�r r'r v rv � ,f ,� � � rame Post Location ird Symbol Cut-outs O 7'O.C.Hdd 12" ELEVATION (both Walls for see-trough below top of Wall. effect). 3 Note: est Fountain Basin. �•Oetoil to be reviewed by Structural Engineer 7.3 prior to Construction. 2. Contractor to supply full shop drawings prior to instollation. � P I a za Acce nt Wa I I 1 3.DETA�L TO BE INCLUDED IN ART BUDGET scale:1'=1U' � �' ��. . op io I x ^ o E .� � 6�. y '"I I%:' /�; � � I/� � �� i � ��, 10" 10" -y` - -- i - __-i? i � r-,�-- i �, —_-'k � -------M-,Ic- -�c--- -`I. M;� _�� H � � Plexi-Glass ELEVATION Screen for side (not to scale) walls and top. 4�max. see wol� plan details , for opening size � � ' .1 _ -�i�r- � ,� -i- Bird Cut-out in two sizes -as shown and doubled. Provide cut-outs ot rondom pottern. Plexi-G�oss Screen for eoch CUt-OUt in tW0 sizes: 26"z12" ond 52"x24" Metal Sheet Woll. Woll Type 3, S.C.F.S. Bird Cut-out. Plexi-Glass Screen. Galvonized Bolt w/Wosher. Weld Bolt to Metal Sheet wau. 1" thick Plexi Gtoss Woll Top Insert. Hold 6" from Metol ,,�, Wall Edges. Attoch w/ L-brocket to woll. Glue Side � ond Top Wall ot seom. Metal Sheet Wall. k�%��s ��j%��,� See Accent Woll Elevotions for Hetghts. �! 2x4 Wood Framtng following Wall Shope. Attach Metal �'%��c�.'$f;tu �;':jtl:��' Sheets to Frames w/Screws. I 4x4 Tube Steel Posts. f�,. •>"-.-..,...:f locote A 7'O.C. � �''.i' "`'''"`'• ....�� MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWO00 CITY, CA 94065 �1 K E N H E T M N O D R I G U E 3 6 P�R T N E R S 1 N C. ��s Norin wn�.man ae.e, s��i. xoo M e u n t�I n V 1�w . C A 6 5 0.9 6 5.0 1 0 0 ____.� ...�--�,.�. .�t �THE k�„�t1�Fape ArchitectS• land Planne 781 Greenwi<h Strcet San Francisco,CA 94111 T 415 433 4672 .�fj „��3 ��/ � � � L6.4 �rep�ace.�rv I�: �0/ , 3 Double M�al Sheet Wall / � N �o. ;' 6-5 Sted Fra e Construction � , 1/4�Galvanized Screw w/ �` Wall Type�3.S.C.F.S. � ;� �� ; Washer. Q , p-Light,IType 1,S.C.F.S. � ' -- --------- - i -- T ot 9 for Bird f � � � i --=�i--------- -- 2x2 cross Tube Steel Bor. � b i �• �• � � � ' Weld to 4x4 Posts. cut-out i umination. Pro de electricol onnection. �/. .sII � PLAN � nI ■ IexiGlass�Top and iy/� 3 L�1 � � Side Wolls Covers. i � Concrete '; �o� ( Seot Woll. 6.3 ! - � I � �� 4 � REVISION � Sinqle Me,kal Sheet Woll 4 I � - - - - -- 11.15.12 PLAN CHECK SUBMITTAL SET anehorekl to Concrete 6.3� �� II II �% I Planter Wall. j II � II forXLght ccess.�opening) 09.04.13/1 PLAN CHECK 1 RESPONSE j Wall T e 3,S.C.F.S. ! � � 4 Adjocent Poving. � i Concret�Plonter Woll. 6 3 ; � See Loyout Plon 10.15.13,� PLANNING ASA REVISIONS � ! � ° � for conditions. i I , I PLAN CHECK 2 RESPONSE 20 25 i � 32' i � 01.24.14� - - ---.__ ---- ` L._ ------ ' - ._.... ... . ., &ASA REViSIONS --� ___- -- - � -� --- --_ .._--- ._..-- __-iK- I y e ., : ; , I , i � I ' i� � ! � � 03.10.14� P�N CHECK 3 RESPONSE � i � ^ i I � 1'diam. Post Concrete 'BULLETIN 3-FOR CONSTRUCTION' i �� , , � I � a Footing. � � � �� X c; ♦ , ; � o I �-- --r - - -----� Electricol Connection. S.E.D. 12' 8' � ' �'`� ��; ° � � I ; � v < , SP F 9ht,T Type �� PROJECT N 22�j DATE ��'I S ZO�Z , 4 � S o. . 59 � . . . . T _ --'�c- : ro . . I Locote to�uminate DRAWN BV AIB scue AS SHOWN `° �y�' '� 6�; `° � ..r^ r '? �' N , a r a� Bird Cut-outs. r.M r �V'` �,w'; i� N* ..', � �n; �`?� �� cHeeKeo er GL � ` CONSTRUCTION DETAILS 0'x3'Fireploce Opening w/ Frome Poat Location :�-�--� '�`� �-, '�-; Compacted Aggregote Base � pasa Screening, S.C.P.S. O 7'O.C.Hold 1Y �-�--_�^� ,- ��` ut least 959:per ELEVATION X Vent Opening w/Metal below top of Well. Geo-technical Report(2012) Bird Symbol Cut-outs Mesh Cover,both sides. L6.1 (both Walls for see-trough = Compacted Sub-Grode ond effect). Bose to at leost 90R per PNDSCApE Note: Geo-technical Report(2012) � `�ymon,f, � 1.Detaii to be reviewed b Structurol En ineer 2�'r� �r� prior to Construction. y 9 Note: � 9 ;n 2. Contractor to supply full shop drawings prior to 1. Detoil to be reviewed by Structural Engineer -+ installation. prior to Construction. , �_�■ � P l a z a A c c e n t W a l l 2 3. DETAIL TO 8E INCLUDED IN ART BUDGET 2. Contractor to supply full shop drowings prior to installotion. fr 03��„'• ��P P I a za Acce nt Wa I I S i d e Se ct i o n 3. DETAIL TO BE INCLUDED IN ART BUDGET qrE OF �p`\FO� sca�e:,•-,o� ? , scale:1'=1' O2011 KENNETM RODRIGUES 8 GARTNERS,INC. `t �4 rebor vert. E4 rebar horiz. Cont. As shown. �p4 rebar from stair. Tie into cheek wall os shown., 24' min. Typ. Cona Stair Ad'} Paving. See pian. Stair Nosing, 3'wide ond continuous. Cost bronze BronzoAbrasive styie by. American Safety Treod 1.800.245.4881. Typ. each tread. �4 Rebar Nosing Bar. 3 ___ Hondrail. Conerete Cheek Wall. Exponsion joint O bock of step,Typ. Adjocent Pedestrion Concrete Paving. �� Concrete Footing,9'0 over 4' thick layer of 3/4�0 crushed,cleon droin rock, typ. Compocted Sub-Grade and Base to at least 957L per Geo-technicol Report(2012) j 9„ i � �, � � Concrete Stairs,S.C.F.S. -,---j�-. .'......--'. X �( �I`-" �!` �4 rebor at 16�o.c. both ways ond os shown. � Concrete Steps with Handrail � Scale 1R'=1'-0' see layout plan , -:±`- _---------------------------------._....__-----------�I,` s'o.c., typ. � Chamfer all edges - � , 45deg.,typ. 2 ' � ' �- � . +f� — ------- - --- 3 G- j-=1±-!-=-=-- N � ._ .�..i=�— � � . , , � `- — plan view Notec t.All rood eomponent ahould ba IPE(top and sidas)md preswra treoted Western Red Cedar-peoiGrode,Rouqh Qit,unleu otAarrvtsa notad. 2 All metd canpment aAould b�hot dip qolvonixed a Ni wooa enut ea,,..ti ar.a eo�e«c 1I�i11}�M lOful Of Cd1Ultf�1 i0 Ef PfHDllf�tflOtl4. 4.Contractor W wDmit ahop drarinqs prbr to Nstdlatbn to b�approvW by land�crop� architect S.Instoll and tosten ips deekboards par monufoeturer's inataMction Natruetbm ond psciRcotiona 2 Conent�fooUnq d�tiqn to W rwi�wW by th�Strueturd Enqins�r. see layout plan a . : section 1 "�______ io' I', -ac- . : �o; finish grode see oy�out p.an w adjacent eondi:tona) ix10 ledger board,typ. 3x3 post,typ. 2x4 joist,typ. 1x4 beam,typ. 1x10 ledger board,typ. 2x6 Ipe deckboarde on top and 1x6 sides oi bench.S.C.F.S. 2x6 Ipe deckboords on top ond ix6 on sides ot bench.Inetoll with Ipe qip Hidden Deek Fasteners System.Ftll all drlled hdes with Ipe pluga.Install per ma�ufoctuer e instructions ond speeificaYrons.S.C.f.S. 2x4 jolst,typ. tx4 beam,typ. 3x3 poat,typ. Concrete footing,1yp. Keep concrete footing 1'obove finish grade 3/4�crushed,deon droin rock,typ. 2x6 Ipe deckboords on top ond 1x6 on sides of bench,S.C.F.S. 1x10 ledger boord,typ. 2x4 joist,typ. TivoTope series tope li ht-5 C F S• instoll on �- - TW+4"\ � M �--�— Elevation o� U� L p �� uo�o: � vin �.___ < i i � Concrete Cheek Woll Romp Handrail +4' / � Pedestrian Concrete Paving. Color to Motch Adjacent Paving. Light Broom Finish Swept 6•� Perpendicular to Path of Travel N � �'c�+�� U d�07� 1' I ;�U N �'-f cp c o« .- � v:�oc� '........................'_ __'�". L= � 5�O 29. Ramp �, 6' O 27. �—__—�C___ Notes Minimum -� Minimum �, See Loyout and Ftne Groding Plans for Ramp Landing Landing Lengths,Configurations, and Grodes. Plan — 2. Romp Hondrail Mounting Type may vory. See 3 Ram Plan and Section �o ut Plons for Mountin T e. Scale:t/4•�'-0' 4 nai iur aii Scale:1'=1'-0' Corten Steel Wall Panels, Type 4, S.C.F.S. Weld together. ` - �_. WALL 1 ELEVATION (sample) --�----- - -- -- -- ___ __ ..._ --- - _ _- -- -- --- -- -- -- ��c-- — — — — — � _ — — � , :— I � Chamfer� � �:- - � I � All Edges. � I 6' increments to � � �mooth Finish. �I create Wall Rbbon � '�I Effect. I I I -'�--'k I .. . , . ` e ., ' ` . . ,• .` �_"_""""— �,. ,n' ..° ' .. ,' '• .. '. ., a .c ,' . .•• . ., .a • I.. •.a .•d• ••' • �• ••e , .` •a� • ' . .� � ' • . ,' . . . ° ' ` � � . . + . . . .. • • - . ----ii.i,i!i!I�l..t,i./i';i.,i. %%/l.�/i./i,il i!i!i:i:i:�l.�j,::i. ,.i, i:;i:/,�!/�;.. .,!•i i:•i!-,- ... WALL SECTION Concrete Footing. �--�- _ g . .... � �- ' '�-�- $� aY�+ a�� a all 4�ides of beneh per manufacturer's apec. adJacent condrtions) '� 1x4 beam,typ. Aggreqote Bose Sub-grade compocted to �� compocted to ot leost at leost 957.or per Geo- Note: 95Xor per Geo- technicol report.(2012) 1.Detail to be reviewed by Structural S@CttOfl 2 � � Concrete footing,typ. technicol report.(2012) Engineer prior to Constructton. J�`" Creek Accent Wall �� prior�torinstallation.PPly full shop drawings 2 W o o d B e n c h scale: 3.DETAIL TO BE INCLUDED IN ART BUDGET scale:3/4':1'-0• MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R N E N N E T H R O D N I G U E S 6 P�R T N E R S I N t. ��s N o�i n w n�.m.� a o.e, s��. z o 0 M o u n t�1 n V I�M . C A 6 5 0.9 8 5.0 I 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architecu• Land Planners 181 Greenwich Street San Francisco,CA 94111 T 415 433 46)2 F 415 433 5003 � \ �II� - \ „ ��\`\ :"" '�c,�� ■' -�� - ';��;r � � -=- . �-.��..r �I ��.��Ni��s � : N��M �, I1: � i J REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13%� PLAN CHECK 1 RESPONSE 10.15.13� PLANNING ASA REVISIONS 0124.14� P�N CHECK 2 RESPONSE &ASA REVISIONS 03.10.14 j� P�N CHECK 3 RESPONSE 'BULLETIN 3-FOR CONSTRUCTION' PROJECTNO. 2Z.�JrJ9 DATE ��.��J.20�2 oruwn ev AIB scr� AS SHOWN CHECKEDBY GL CONSTRUCTION DETAILS �� `��„�,�N ��- �..2~j ��✓� U �� J .��: � L-6.6 \•.r. ,.� e. 9 • oF-ca��- OZ014 NENNETH RODRIGUES 6�ARTNER3,INC. \ Note: 1. Detoil to be reviewed by Structura� Engineer prior to Construction. 2. Controctor to supply full shop drowings prior to installation. 3. DETAII TO 8E INCIUDED IN ART BUDGET 2 6.5 P�OZ° Accent Woll 2, S.C.F.S. "Nest Weave" decorative Metal Rods weaving between Posts. Weld oll smooth. Noturol Patina Finish. Electronic Outlet Fill with Concrete, S.C.F.S. Concrete Seat Wall, Type 2 (concrete color), S.C.F.S. 2x6 IPE Wood Slat.- 1/4' thick Galvonized L-shope Metal Frame Construction. 3/16"0 Golvanized Wood Screws w/ Spacers, 12"O.C. 2x6 Wood Slats Toble Top. Ipe unfinished wood, leove to weather. Galvanized Metal Frame construction, 4" x 1/4" thick bors welded to 16'diom. table frame. All welds smooth. 4'diam. Galvanized Metol Tube Post. Weid smooth to Table Frame. 2x6 Wood Slats Toble Top. Electronic Outlet. "Nest Weave". Anchor to Seat Woll. Concrete Seat Wall w/Footing. �4 rebar 12� o.c. both ways. L 8racket for Table to Wall Mount. Tabte footing per eoch Post. Compocted Agqregote Bose to ot least 95R per Geo-technical Report(2012) Compacted Sub-Grade ond 8ose to at least 957:per Geo-technicol Report(2012) Adjacent Ped. Concrete Paving. ! � _-_ 1 j_ -- -�I = , 1`_ � See Layout Plon. l �� . ao i f --- - _ _�r= _ -�� 2"Golvonized Steel Metai Post. _� 2 C o o t s P oi n t e d C o l o r t o 'Ru s t�. ��I - � � `�� _ _ �1 j - --�� z '-1� -- 1'Golvonized Steel Metal Rods. 1 -- k. � - ! ! -- �i -- f 1 -�� r � � Random Weave Pottem. -, Weld all smooth ot connection NEST WEAVE ELEVATION points. 2 Coats Pointed Colum� (scole 1/2'= 1') to be"Rust'. � Nest Table C scale:t/4'=1' efl Z Trench Drain scale:not to scale Expansion Joint,Typicol Trench Drain Covx by Iron Age. Oblio; notural ftnish,S.C.F.S. Conerote 8ond w/(2)#3 rebor continuous os shown. Cdor ond rnish to match od'pcent conaete paving. Droin body centered in eonerete bond os shown. Drain body to�e: NDS Duro Channel Droin�600 w/frome/670 ond 4'�end outlel Connect to storm droin system. Sub-grode and 8ose par Geotechnieal Report e i� DECK PLAN DECK SECTION � �� - t-� �-�- ��- � I I I I I � I I � � I Y-� c: 0 al � -�--cµ- � � <° o, N �'' a�i a�' -out. ietal bar layout le opening support. t �evice .s�, Woll. ;d hinge w/springs rs). ized metol bor. 4x4 IPE Wood Plonks. Use golvanized screws w/round heod and woshers for attochment. Golvanized hi�ge. Pressure Zone Assemblies Wall, Type 1,S.C.F.S. Vote: NOTE: I. Detail to be reviewed by Structural Engineer 1. Deck o peni�g to be provided where utilit y arior to Construction. screening xcurs. In all other instonces full deck 2. Contractor to supply full shop drawings prior or deck with tree cut out 3'0 to be provided. to installation. See loyout plan for conditions. 3. DETAIL TO BE INCLUDED IN ART BUDGET 3 Raised Wood Deck scale:i'=1'-0' 6 Permeable Unit Povers ond Concrete Paving 6.1 . , . I I. , . . , . �Wood Deck/Plonting Bed Area Tronsition 4 Town S uare Lawn Section Scale:1'=1'-0' SoC Lown. See Planting Notes. Topsoil, compacted 85R. 3/4'Cleon Crushed Droin Rock, compacted 90X 4�Oroin Pipe. YVrop with filter fabric S.C.D. for Pipe elevotions ond connections. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E N N E T H R O D R 1 G U E 3 6 P�R T N E R 3 I N C. ��s N o�i n w n�.m.� R o.a, s��i. x o 0 M o u n��1 n V 1�r . C A 8 5 0.9 6 5.0 1 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Greenwich Street San Francisco,CA 94111 T 41 S 433 4672 F 415 433 5003 � -�,� /II� ��, \� �/� ��\;�-_ :! ■' �,�';r 1 r -- =- . � ..�.�!��i.ru «rw��+�. i,�r ��..�� • �a..—�: _. �� : I _ � - _ J REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/1� PLAN CHECK 1 RESPONSE 10.15.13,�, PLANNING ASA REVISIONS 01.24.14/� P�N CHECK 2 RESPONSE 8 ASA REVISIONS 03.10.14� P�N CHECK 3 RESPONSE 'BULLETIN 3-FOR CONSTRUCTION' PROJECT NO. 22„SS9 DATE ��.��j.2��2 oruwra er AIB scue AS SHOWN CHECKEDBY GL CONSTRUCTION DETAILS �St' �a�,.,,,,,No �y W2 ` 1�� J �� - � L-6.7 � •.!'], o%'ie �P• o� 9lF OF CA��`� O2014 KENNETH RODRIGUES 8 PARTNERS,INC. c w^ dw u V m� 0 0 op d_ y'o rnv` v`o o rn d� �o 0 °; %N c,� � Steel 8olts w/Nuts and Washers. 12"x1/4"ottochement steei p�ate. Weld to post. 3"x3" tube steel posts with sealed top. IPE Wood Spoce Boords, T�p. Flush Top Rail w/Top of Posts. Board Size, Spocing ond Finish to match Arch. Bldg Siding. 3"x3' tube steel posts with seoled top. �.v��u��vr u�suNNir�vr��Nicia sri�N u�ciwuiy� to Landscape Architect for review prior to construction. These wilt include elevation views for those areas where the fence steps to meet grade changes. . All construction to be welded steel. Grind oll oll welds smooth. Welds between o�l mem— bers to be continuous on all (4)sides. .Paint all exposed metal work except hardware with w/(2)coats of rust inhibiting pimer ond(1) coat finish paint. Color to match arch. finishes. A l l pain t to be sui to b le for use in ex terior situotions where freeze/thaw cy�cles occur. . All metal hardware to be hot dip galv. . All wood to be IPE to motch arch. wood. Stain all ex�osed wood. _ N p� � �oior io maccn arcn. wooa nnisn. - E" - Concrete footing. Slope top 29.'min. to drain. Compacted Sub—Grode ond Base to at leost 959. per Geo—technical Report(2012) ..,.... r....... ...... ... ��Wood Fence See detail 3/1-6.8. � Scale:1R'=1'-0' 2"x Y tube steel top and bottom rail. 2'x 2"tube steN posts with aealed top. � 5/8"sq.tube steel pickata centered on ra1s,4'o.C. %` ( 0 %E° Post imbed into wall. Conctrete Plonter/Retaninq Wall. V ��YA�. � ��1�P..�Y„ 16�au�c�.a.ci�. a �� Yir + % • fi ..��., .e �`� �...�.gwi�lC 1 .U,J�.%�?.�.�ar.w...+.�rrlrrw/ �:t�z P`=.t .....z; . ��r _ ��_�� . ..r. .�ea _6 Fenee or Guardroil Poat. � See layout plan fw od'pcent conditions,typ. �+ ^`amfer edge.45'.typ• � C�.'��1,��~ Ji;'��u.�. /4 hairpin rebar O 24'o.C. � —� �� Ad'}Conc.Paving.Provide exp jt.At wall interface � See plan for conditions and a.C.F.S.For cdors. ______..'_ _�_ �r� � F.G — T — d one.Wall/fence footing w//4 rebar 018'o.0 Vertical&horizontal.Provide 3/4'deep x 3/4'wide. '!' — ! Verticol reveol on face ond over top of wall in 8'intervols. I- -I(I ; I�I Cdor to motch pedestrion eonerete podny type 1 _�j�_)��_ W/light sand Tintsh.Provide exp jt ot 16 intervals. 2" x 3" tube steel too ond bottom roil. �onuaccor co suppiy compiete snop arawings to Landscope Architect for review prior to construction. These will include elevation views for those areas where the fence steps to meet qrade changes. AII construction to be welded steel. Grind all oll welds smooth. Welds between all mem- bers to be continuous on all (4) sides. Point oll exposed metol work except hardware wi w/(2)coots of rust inhibiting pimer ond(1)coo finish paint. Color to motch arch. finishes. All oaint to be suitable for use in exterior 2"x3' tube sieel posts with sealed top. 5/8" sq. tube steel pickets centered on rails. �N I i - �i- _i -�- � � t— , . = II I11— — .� ! I� X` � ,�i I 1 II—I —I� , i_ II—I �, I N�U �i i I�_ I i;- �I��, � Concrete footing. Slope top 29.min. to drain. �— ��I ' _ :: - � - �_,, ' _.; _ i___ �1-_ ;� Com pacted A g gre gate Base to at least 95�per j -;', Geo—technicol Report (2012) "� '�' �IIi-.- t ' Compacted Sub—Grade and Bose to ot leost 95R M eta l P i c ket Fe n ce �!9w�y` per Geo—technical Report(2012) 4 Scale:12'=1'-0' ']��_ ; ��2'--� i i i U I � N�' I � i � i � �i � _ - --'t O� � \ I; Mi f 2"x2" Tube Steel Security Gate Frome 1/8" Thick Steel Plate Enclosure for Ponic Bor Hordwore. Welded construction, Top ond Sides. Project Side Gote Hordwore. Lever type handle w/keyed occess. Self—lotching. Hordware to com;ply w/applicable Federol ADA Guidelines, Stote of CA ond City of Cupertino Guidelines. Hotel Side Gate Hardware. Panic Bor styie. (Americon Device 4500 Series, Verify. Sized to fit gote size(36'or 48" width). Welded Wre Mesh, 2 mesh/inch, .063� wire 0. Weld to hotel side of pickets. Oeenings of wire mesh to be no greater thon 1/2. 5/8� Square Tube Steel Security Gate Pickets Security Fence Post beyond 2�x2" Tube Steel Security Gote Frame Ponic 8ar Assembly beyond Extend mesh at leost 1'-6" beyond strike edge and hinge side of security gate. .�Fence � ___ :— Compacted Sub—Grode ond Base to ot least 957G Elevation situations where freeze/thow tyCles oCCUr. ! ,—��—)�I per Geo-technical Report(2012) Scale:12•=7,-0• ___�r. 4. Provide self-closing hinges on eoch leaf of gote. �a• Metal Picket Fence - Gate 3 Fence / Ra i I Post i n Reta i n i n Wa I I '� ScaleasNoted scale:3/4'=1'-0' MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R I(E N N E T M R O D R 1 G U E S i P 11 R T N E R 3 1 N C. t�5 N o i 1� W�i�m�n R o�U, S u i 1• t 0 0 M o u n 1�1 n V I a r . C A 6 S 0.i 6 S.0]0 0 THE GUZZARDO PARTNERSHIP iNC. landscape Architects• land Planners 181 Greenwich SVeet San Francixo,CA 94111 T 415 433 4672 F 41 S 433 5003 �II, L�I�, . \� :/�. :,_,,� ;�•;,��r �:r 1 � _ —. � i � ��_�..... �!, .�,�..r■ �� ::L��I. .�..—,� -� REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13 '/1, PLAN CHECK 1 RESPONSE 10.15.13� PLANNING ASA REVISIONS 01.24.14� P�N CHECK 2 RESPONSE 8 ASA REVISIONS 03.10.14� P�N CHECK 3 RESPONSE 'BULLETIN 3-FOR CONSTRUCTION' PROJECT NO. 22,�J�J9 DATE 'i�.�rJ.2��2 DRAWN BY AIB scn�e AS SHOWN CHECKEDBV GL CONSTRUCTION DETAILS 2,�t,�o�,aYmon Ho �y W � �✓/e� J � n M � L-6.8 sl ��;. ��Q 9lF OF CA��E�� O2071 KENNETM RODRIGUES 8 PARTNER3,INC. 2, H Pie Pedesl Decomposed Gra Paving, S.C. Ploza Ac WO Pedestrian Conc Paving, Typ� S.0 � Wood Deck Pavin scale:1/4'=1' Ipe Decking 4�x8�Pressure Treated Beom Simpson Strong-Tie PBSQ44 Post Base. Concrete Sonotube Footing 3/4" Crushed Drain Rock Compacted Sub-Grode onC Base to at least 957.per Geo-technical Report(2012) 2 Woocl uecK Nier Footin_ Scale:1'=1'-0" Deck ut oround Aox. 1/2" gap. ete wd Deck/ �nti�g ...,d Area Tronsition. IPE Wood Deck. See Loyout Plon. Surfoce to meet required Non-Slip Coefficient Eose all exposed edges. Finish Grode�Wood Deck. Finish Grade O Pedestrian Concrete. Pedestrion Concrete Poving 3/4' x 8' Concrete Anchor Bolts at 32" o.c. �/4 Rebar O 12" o.c. vertical and horizontal, S.C.F.S. 2�X 8" Pressure Treated Noiler Board Simpson Strong Tie U28 Hanger 2"X 8" Pressure Treated Joist 3 Wood Deck/Pedestrian Concrete Pavin Transition Scale:1'=1'-0' Miradrain 6200 Oroin Mat by Mira�, (t)800.438.1855. Tremproof Tremco 250 gc Fluid-applied waterproofing. Extend 1' Above soil 1x6 Trex Bolted to Concrete wall See Sheet L-3.1 for Top of Deck Elevation 10� U48 Hanger By Simpson Strong Tie V ; IPE Wood Decking. ; , Ease oll Exposed Edges, surfoce to meet non-slip coeffecient � �� 2x8 Pressure Treated Joist �` /< ��; / • ;.. ` -.% ��.- ^ � � 4x8 Pressuro Treoted Beom ;,•,�i��-,��'a � ��%�i;%''�.%'� /'��;�-/'�� b� 2x8 Pressure Treated Nailing Board Bolted '�\�'\�/., \ to Retoining Woll. with 2- 3/4'x8' Concrete i/�,;;`/�/ �� j�,\; Anchor 8olfs per Beam �\'� ��'�; � � e \�'•' � � \;\,\-�� o i'!��;� f '�� '-'/�"-� Concrete Retaining Wall w�p4 rebar O 8'o.c: ��'�\'� � (� _ � _ � '�:�,j�' vertical ond 12"o.c. horizontal. � dd V /,/,/' //';�;j�j / ,�.�/. ./'.,, '`��\� � U �U�J ; ; � 3/4" Crushed Droin Rock /� '�� -��-'r—,�-r�:\�\'/. . �� I ', �'-. , � Compacted Sub-Grade ond Base to at least ,��%„,, , (I(= I`I - ,//,,/./."',,,' g5X er Geo-technicol Re ort 2012 ,,� �V�i�,� \• � P P � ) i. ,_.i.A`i�•�`.� :� `� i: ` i�� 4 Wood Deck/ Plantin Bed Area Transition Scale:1"=1'-0' Adjacent Conditions: DG/Gravel /Pavers/Lawn. w/Permaloc oppropriote Edging. See Details for co�ditions. Permaloc Edging, S.C.F.S., Typ. Miradrain 6200 Drain Mot by Mirafi, (t)800.438.1855. Tremproof Tremco 250 g:Fluid-applied waterproofing. Exte�d 1 Above soil tz6 Trex Bolted to Concrete wall See Sheet L-3.1 for Top of Deck Elevotio� U48 Hanger By Simpson Strong Tie IPE Wood Decking. ---- 2x8 Pressuro Treoted Joist ��. . ,. � - � 4x8 Pressure Treated Beom i��'•�i'�'�.'�;' a a `— � ,\�j`�;•\�;� �/��.;�/ a b, 2x8 Pressure Treoted Noiling Board Bolted '��'�•� �� to Retaining Woll. with 2- 3/4"x8" Concrete ��-�i� e� j; �� Anchor Bolfs per Beam ,�\j\; � ,.\/\/�\/ = I� � ;\ \ �� o %�./`-'� t � Concrote Retoiqing Wall , w/p4 rebar O 8"o.c. ;�\;•\�j�c� _ � _ �� ` � � j vertical ond 12 o.c. horizo�to'1. , i � �� e -%j/ji�%j-/ \�`\� \< , / � � �� o�-��,��/'� 3 4" Crushed Droin Rock � .-..: %' � ��•'��s7',�5:.7 r� �\�A� /.'•. /„�,--�� , �'�--" ��—i-�'�� //'��/ ,�`.�-:`��j;I_I i _�I _i;i!�,, ,� Compacted Sub-Grode ond Bose to ot leost 95� �/-'��'—,�:'�—I��—i I�—i!!—;;/V/i �';i/ Per Geo-technical Report(2012) /�'�`��/\\/ �i i��i�\� \"��/ .� -\�.'i\�-,i��,i\�i\ i�.\��i�.\i\�._',:�i\ .,\�i 5 Wood Deck/ DG / Gravel / Pavers Transition Scale:1'=1'-0' MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 R K E M N E T H R 0 D R I G U E 3 6 P A R T N E R 3 I N C. ��s N o r�n w n�.m.� q o.a. s��. z o 0 M,��.i� vi.. c� e s o.s e s.o�o 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Plannen 181 Greenwich Street San Francisco,CA 94111 T 47 5 433 4672 F 415 433 5003 Kevnua N Q II� � � � REVISION 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13/1 PLAN CHECK 1 RESPONSE 10.15.13�, PLANNING ASA REVISIONS 01.24.14/� P�N CHECK 2 RESPONSE &ASA REVISIONS 03.10.14� P�'N CHECK 3 RESPONSE "BULLETIN 3-FOR CONSTRUCTION" PROJECT NO. 22,SS9 DATE 11.15.2012 oruwN er AIB scn�e AS SHOWN CHECKEDBY GL CONSTRUCTION DETAILS ��o`a'I m o n,yo r� � � 1� � �� ;, � L-6.9 \�9r_ o��ii A��p• O2011 KENNETM RODRIGUES 8 PARTNERS,INC. FOUNTAIN NOTES 1. The Contractor shall verify all distances and dimensions in the field and bring ony descrepancies to the attention of the �andscape Architect for a decision before proceeding with the work. 2. AI� written dimensions supersede all scaled distances and dimensions. Dimensions shown ore from the face of buildin9, wall, back of curb, or centerline of column unless otherwise noted on the drawmgs. 3. All work shall be performed by persons familiar with fountain construction work and under supervision of a qualified foreman. 4. The Fountain Contractor shall purchase all components, install all mechanical items� and �rovide oll electrical items to the Electrical Contractor for Electrical Contractor s installation. 5. The Fountoin Contractor shall comply with all local codes governing fountain construction as well as the latest provisions of Article 680 of the National Electricol Code. Install all submersible electrical equipment for fountains per the latest provisions of Article 680 of the National Electrical Code. 6. Splicing of underwater type ST or SO cord shall occur only in an approved underwoter junction box at the sump or pump pits. 7. The Fountain Contractor shall provide waterstop flange type concrete penetration fittings for every penetration of the pool wall or floor. 8. Provide manufacturer's detailed shop drawings or annotated catalog cuts of ALL components for review by the Landscape Architect prior to ordering and assembling equipment. 9. The Fountain Contractor shall provide two (2) loose leaf owner's operation and maintenance manuals for completed installation prior to final acceptonce by owner of fountain installation. 10. Ground fault interrupts must be installed in all circuits suPplying submersible electric fountoin equipment per the latest provisions of A►ticle 680 of the Notional Electrical Code. 11. Recommended material for all pipe and conduits shall be PVC Schedule 40. 12. Recommended water level: as shown on drawings. 13. Automatic water level control to be provided in all systems. LIGHT & PUMP FlXTURES 14. All underwater lights must be submerged whife in operation. Fixtures facing upword must hove the lens guarded to prevent contact by ony person. 15. Underwater fixtures must be protected from overheating by a low water cutoff device or other opproved means. 16. Underwater fixtures must be removed from the woter for relomping or maintenance. JUNCTION BOXES 17. Underwater junction boxes must be equipped with threaded conduit entries or compression gland and seals for cord entry. An approved potting compound (low temperature parafin or RTV sealastic) must be used to fill the box to prevent the entry of moisture. 18. The support riser conduit shall be copper or brass if junction box is free—standing. 19. All metallic piping systems for the fountain must be bonded to the equipment grounding conductor of the branch circuit supplying the fountoin. 20. All fountain mechanical and electrical equipment, metal piping, panel boards, etc., shall be grounded as necessary. 21. Fountain Contractor is to supply complete engineered shop drawings for all fountain electrical/mechanical systems. The drawings are to be to scale ond submitted to the Landscape Architect for review before fountoin construction begins. 22. The fountain mechanical diagrams herein ore schematic desic�n drawings to establish the intent of the design, scope of work and location of equipment. Complete shop drawings are to be submitted to the Londscope Architect for review prior to construction. GENERAL CONSTRUCTION NOTES 23. Water stops shall be provided at all concrete construction joints between fountain walls and fountain bottoms. The water stop shall be continuous and os noted on drawings. Water stop shall be ribbed PVC with center bulb, #RB 316-6 by Burke Compony; Ookland, CA 510.465.3900. 24. Caulk all joints not scheduled for waterproofing w/continuous bead of water proof caulking. Color to match concrete of fountain, if visible. 25. Thicken fountain floors where required to accommodate fountain equipment. Minimum concrete thickness at equipment is to be 4" (four inches) all sides. 23. The fountain construction details herein are schematic design drawings to establish the intent of the design, scope of work and location of fountain. Complete shop drawings ore to be submitted to the Londscape Architect for review prior to construction. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O D R I G U E S 6 P A R T N E R 3 I N C. ��e N o�i n w n i�m.� n o.e, s��a x o 0 Y o u n 1 a I n V I a w . G� 8 5 0.8 8 S.0 ]0 0 THE GUZZARDO PARTNERSHIP irvc. Landscape Architects• Land Planners 181 Greenwich Street San Froncisco,CA 94111 T 41 S 433 4672 F 415 433 5003 N _ 11.15.12 PLAN CHECK SUBMITTAL SET ,_ 09.04.13�,,,� PLAN CHECK 1 RESPONSE 10.15.13:�� PLANNING ASA REVISIONS 01.24.14/3 P�N CHECK 2 RESPONSE 8�ASA REVISIONS � PLAN CHECK 3 RESPONSE 03.10.14 l� •gULLETIN 3-FOR CONSTRUCTION' 22.559 11.15.2012 AIB AS SHOWN GL FOUNTAIN NOTES AND LEGENDS ��Ymon�, -'C' �� 'r y�� n ____��. _� L-7. 1 PLAZA FOUNTIAN COLOR AND FINISH SCHEDULE � 0 FOUNTAIN WALL TILES Alcapulco, 6"x6" from the Mission Tile Series by Solistone Tile. www.solistone.com 3 1.800.246.2156. 7-3 DECORATIVE COBBLE ON FOUNTAIN BOTfOM � 'La Paz' Fountain Cobble, 2"x3" size. Cover entire fountain floor to 6" depth. By Lyngso Garden Materials (650) 364-1730, www.lyngsogarden.com a FOUNTAIN BOTfOM UGHTING FIXTURES � Bronzelite Niche—mounted Underwater Light Fixture Modef 5100RG; marine green cost bronze fixture w/ marie cast bronze rock guard and spun stainless steel niche; Color: TBD; Light w/ colored lences; by Bronzelite—Genlyte—Thomas Group �,,�,r ' �+�^-�-'~r' '�� LLC, 100 Craftway, Littlestown, PA (800) 273-1569. -� � Install per Manufacturer's Specifications. 1 /i FOUNTAIN SCUPPER STNNLESS STEEL '�N��}�� a � 4✓ � ��!'i411 Y Pa i. � Sheet Flow Scupper SD24" Stainless Steel by Pool Scuppers, Scottsdaie, Arizona + ��"'�''a"`�' 1-888-202-3455 WATERPROOFlNG ,� � �F�,',;��;2;.;''�f.%:: �~~ �'r�,,�.,>:�r:� ...�.��.... Pla Xypex Admix waterproofing system. Add to all concrete at time of batching. � t� �;a�, Follow manufacturer's specificotions. Xylex Chemical Corporation, Canado. (t) scale:l 800.961.4477. �j.�j�' ��.�` �X%+A�-i�`� �r�i✓.� ._..,�...a► �. Tremproof 60 fluid applied waterproofing system by Tremco. Allied Building � ~—"°""""'""' Products, (t) 510.526.8411 `�`� Submersible Pump: 1 hp Submersible Junction Box: �'¢�!��3i�1'C _,,,,�,,, .,. C��ir.�•��R �� J �r+�i I Details for reference only. �_ �.�• � • . Provide shop drowings for Landscape Architect's approval prior to construction. � `v � - � ., TROUGH ENLARGEMENT FRONT VIE1N ' � not to scole ,�_ . :� ; _ � Adjacent Pavin9 / Plantinq. See Lcyout Plon for conditions. Plaza Fountain Elevation Plaza Fountain Section scale:1R'=1' scale:3/4.=1' Plazo Accent Wo11 Naturol Groy Concrete Woil w//4 Rebar O 10'O.C. Both Woys ae Shown,Typ.Vertieal Seore Joints 4'O.C. /4 Rebor 16'x10'L Tie into Fountain Botlom. Flush Wall—Mounted Woter Level Control and Overflow. Line. tive Cobble,S.F.F.S. Fountain Pump Vault and Junction Box with Grate Cover. To Ekctricol ond Water. Submeroible Liyht Fxturo, S.F.C.F.S.,Typ.of(3) See Cobr dc Finish Schedule. Continuous 66316 Woterstop ot oll cold joints,S.F.C.F.S. Mjocent Paviny.See Loyout Plan MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO,CA MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T M R O 0 R 1 G U E S i P�R T N E R 5 1 N G ��s w e r�n w n i a m.� a o,e, s�i i e :a o N o u n t a I n V 1 a• . G• 6 S 0.9 8 5.0 7 0 0 THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• tand Planners 181 Greenwich Street San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 N � 11.15.12 PLAN CHECK SUBMITTAL SET 09.04.13�1 PLAN CHECK 1 RESPONSE 10.15.13 �� PLANNING ASA REVISIONS 01.24.14� P�N CHECK 2 RESPONSE $ASA REVISIONS 03.10.14�4� P�N CHECK 3 RESPONSE BULLETIN 3-FOR CONSTRUCTION" 22.559 11.15.2012 AIB AS SHOWN GL PLAZA FOUNTAIN NOTES AND CONSTRUCTION D ETAI LS �: V��,,,.,,h �� y q p. o��y�� - � � L-7.2 � ,. \�9r_ o3�ie ��?� �� , . ; . , . �:.y r�y,�� , � . �� -:�-: ..,�::�� .r� '.,-�..,� :- , �,�� ; -'�-"" . , �; .:; ��=; 1 =' , �� '<- ��.. , `� � . :-c. L �;� :' � / � 1 .. �i l' ; r_ t �� y' . , .� . >�_ ��:: � ,, ` r_. �-' �? . �� \` r � I __ _ _ — — ._ --- _ _� , _ , � _, � ,,\ � �� \ � � � �----=��-- � �---�.�_ � \ �� - --�_ � ` _�, � — _ _ Y - . `\\� \ � , __ , � � -�.; ��\\ \�� t-----�- �\ . �� \ � \ � �. \\\C\\�� /��\ ,,.�. 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W �� r' ` ��. ./': r� .:...� � s� � �w LEGEND: � �„�T 0 o w�lE��oEme n�o e�aazow�ae —— �qaVT 1R£IMGiL SEf,�CWT 7RflYq4 Sr+EF1S X-� SfF C-S9 m ��►T� � � � Z Q �.I I ~ �, �,,,�� I � .x, � �'��...,�, O Z MAI N STRE ET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA 500 FORBES,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T H R O D R 1 G U E S l P A R T N E R 5 I N G. �I 5 N o r 1 n W�1�m�n R o a E, S u 1 1 a 7 0 0 M o u n t�I n V 1 a r , G A 6 5 0.9 6 5.0 7 0 0 SANDIS < CIVIL iM�i1NEE�f O suRVEroRs �LANNERf W ffiiEOwi.ai.rw � s�.�w.,a�+o�s R IOt�6ifAl00 N �� O �Q�o��OFNsi�� s DATE 12/9 13 U��F' �o� � �" No. 51079 �' �z FxD.9/JO/15 7} � KENNETH N.OLCOTT �'lq C�y�� ' R.C.E.N0.51079,EXPIRE - �FC� N �� r� �,i1 � `�"<<�o �f�(.�:� p��Y j 1 , � '"� � y ' '....� .�. �� I� 1� 1 :-._�, - , � -- � ��STEVE�TS R�EK BOULEV D = REVISION a�o.�cTra. 22.559 onre 09.04.13 ow�wN er �N/ SCALE 1"=20' CHECI�D BY SY UTILITY PLAN C-5.8 OF 51 O2012 KENNETH RODPoGUES 8 PARTNERS.NJC. � � � ', . 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J � �J ...........__....................: '; LIGHTING PLAN -BLOCK 1 I �'=20' I 1 MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 � K E N N E T N R O D R 1 G U E 5 8 G�R T N E R S 1 N C. ��5 N o r 1� w n 1 s m�n R o�E, 5 u I�• I 0 0 M o u n��I n V I�w . G A E S 0.9 E 5.0 7 0 0 CONSULTANT sF°AR�ti. ��'.P~ROa4;•••.��, '�•:;ci' �•.� '"'�c�2,e�s�,`; � *3�6-30•15 * N: �`Q � '.� 9��F CA�1� i � _\ �� ` � �, �A .�� ,• �W)�� r ,r�� ,I ,rw,�1 a.tl��na� ��"' � h� �; ��1 I —� �..,,. ....,..... �, r---�. •�:� � • � �� , ��,�� I�:: REVISION PROJECT NO. 22,rjrj9 DATE 12.13.13 DRAWN BY SCALE 'I�=20� CHECKED BY BLOCK 1 LIGHTING PLAN E1 . 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. �..,•- w- . 1_ _._. . _ _ � � e.�.t...1•; y q � ��1J � i�� 2�a��t�i r'�.7�..��r.:..� r�✓�/ - .�5 � s p;��r,a�,�._:, � :�j., .. ! 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' R . � . .. � K E N N E T H R O 0 R I G U E S i P�R T N E R 3 1 N C. . � ��s N o,�n w n i.m,� R o.a, s u��. z o 0 � Mo��i.i� vi.. , c� e s o.s e s.o i o 0 � CONSULTANT o`�}'`'�ARCh'i 'P:a°°�; ''F 'ti';�' �"� "�'�c�2,e�e`�` *?�6•30•15 T'* N'. �'Q ��, ti 9c�OF•CA`�F� _ ��_1 �, �; � '/� � .. .. i � �: �� s�� '�� i � : >�„ —��.wo ...n...� ,�� a � ,_, �� °s�,�� ;� � �, m�, REVISION PRQIECT NO. 22,�jrj9 DATE 12.13.13 DRAMM BY SCALE ��=ZO� CHECKED BY BLOCK 2 LIGHTING PLAN E1 .2 LI G H T I N G P LA N -B L O C K 2 � ��-20� I 1 I I O ��3 KENNETH RODRIGUES 8 PARTNERS,INC. . � � - -a'- � . ,,- � y�� f : �, -�, �i r� � �' ' , � . ,, . - �� `� ,�. .� �� a� . . � � �� . . ,y� i; . . , / �. . . � � . ._y� r'% . . i . . . �y� • • • �i; ' • �� d' `\• • • �' ,� • �.� • • • • • '•�,, l� ��/ • • • • • • ♦ . . . . :,_'o . • . .� O � E��`_ � F�/x: � \�� ( .i'i`" �,� i _ h 'e�� { ^h � . �k ',� 1 �� 1� r I �fl M " �� r k f '1 �I � �� _=_. .��• .. =.: _.,_ -�.;. 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'�;��.PRO� T�n � �'� ��"'C12,818 T�; �:�6•30•15�:* N�:, :Q 9�•••. ...�� F CA��F ► - �i�'� _��. �'., � .l � �, �� -�-�� -�= :� ;� 1 � •� i'.l�r��-��._. ''■��i� ��I�M��M�M�Y ��. , - � 1 '�� 1 `i �i��'.ill��i , REVISION PROJECT NO. 22,rj�j9 DATE 12.13.13 DR4WN BY SCALE ��=20' CHECKED BY BLOCK 4 LIGHTING PLAN E1 .4 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. MAIN STREET CUPERTINO STEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LLC 203 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 11 K E N N E T H R O 0 R I G U E 5 8 P F R T N E R 5 I N C. ��5 N o r 1 n w n I s m�n R o s 0, S u 1 t e ]0 0 M o u n t�1 n V 1�w . 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C A 6 5 0.9 6 5.0 1 0 0 CONSULTANT �`'ED ARC,�'i �VF.`P.R��Pi �,'�n � ��'� J�Z C12,818-.`nn? *:�6•30•15 * N?-y ��Q �•• � 9'•,, ��F CA�IF� ► �I�'� .., , �.;� � �/ ��- =,: �.— �j :■ �1 �—_ _---�. __ �- -�� .r�: _._, ..�._.�.. �. �,�-:..;.�+�1:�:.::�: .. _ _ , . REVISION PROJECT NO. LL.rj�j9 DATE 12.13.13 DRAWN BY SCALE 'I'=IO� \, � � BLOCK 6 LIGHTING PLAN n � E1 .6 LI G H T I N G P LA N - B L O C K 6 � ��-20� I 1 I I O �013 KENNETH RODRIGUES 8 PARTNERS,WC. 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