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ASA-2014-16b 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: Architectural and Site Approval for the Major Retail and Shop 6 buildings, the Public Park, and Gateway Features with associated site improvements at Main Street Cupertino (re-noticed from Apri17) Description: Application No(s): ASA-2014-11, ASA-2014-16, ASA-2015-05; Applicant(s): Dean Isaacs Sand Hill Property Company, Main Street Cupertino Aggregator, LLC; Location: 19479 & 19499 Stevens Creek Blvd, city boundary at Tantau Avenue and Stevens Creek Boulevard; Architectural and Site approval for final refinements to the previously approved major retail and Shops 6 buildings for the Main Street Cupertino project; Architectural and Site approval for final refinements to the previously approved .75 acre park for the Main Street Cupertino project; Architectural and Site approval for a proposed gateway feature near the intersection of Tantau Avenue and Stevens Creek Boulevard Date: May 8, 2015 At its May 5, 2015 regular meeting, the Cupertino City Council took the following action: ADOPTED RESOLUTION NO. 15-039 APPROVING ASA-2014-11 FOR THE MAJOR RETAIL AND SHOP 6 BUILDINGS (CHANG VOTING NO) ADOPTED RESOLUTION N0. 15-040 APPROVING ASA-2014-16 FOR A MINIMUM 0.75 ACRE PUBLIC PARK(CHANG VOTING NO) ADOPTED RESOLUTION NO. 15-041 APPROVING ASA-2015-05 FOR GATEWAY FEATURES WITH THE REVISION TO REMOVE THE GATEWAY FEATURE LOCATED AT THE SOUTHWEST CORNER OF TANTAU AND STEVENS CREEK BOULEVARD, LOOK INTO POSSIBLY RELOCATING THE FEATURE TO THE SOUTHWEST CORNER OF VALLCO PARKWAY AND TANTAU AVENUE, AND May 8, 2015 Page 2 ENSURE THE MAINTENANCE AGREEMENT ADDRESSES THE REPLACEMENT TIMING (WITHIN ONE WEEK) IF THE FEATURE IS VANDALIZED OR BROKEN (CHANG VOTING NO). OFFICE OF THE CITY CLERK CITY HALL 10300 TORRE AVENUE •CUPERTINO, CA 95014-3255 TELEPHONE:(408)777-3223•FAX: (408)777-3366 � CUPERTINO May 8, 2015 Re: Subject: Architectural and Site Approval for the Major Retail and Shop 6 buildings, the Public Park, and Gateway Features with associated site improvements at Main Street Cupertino (re-noticed from Apri17) Descri�tion: Application No(s): ASA-2014-11, ASA-2014-16, ASA-2015-05; Applicant(s): Dean Isaacs Sand Hill Property Company, Main Street Cupertino Aggregator, LLC; Location: 19479 & 19499 Stevens Creek Blvd, city boundary at Tantau Avenue and Stevens Creek Boulevard; Architectural and Site approval for final refinements to the previously approved major retail and Shops 6 buildings for the Main Street Cupertino project; Architectural and Site approval for final refinements to the previously approved .75 acre park for the Main Street Cupertino project; Architectural and Site approval for a proposed gateway feature near the intersection of Tantau Avenue and Stevens Creek Boulevard At its May 5, 2015 regular meeting, the Cupertino City Council took the following action: ADOPTED RESOLUTION NO. 15-039 APPROVING ASA-2014-11 FOR THE MAJOR RETAIL AND SHOP 6 BUILDINGS (CHANG VOTING NO) ADOPTED RESOLUTION NO. 15-040 APPROVING ASA-2014-16 FOR A MINIMUM 0.75 ACRE PUBLIC PARK (CHANG VOTING NO) ADOPTED RESOLUTION NO. 15-041 APPROVING ASA-2015-05 FOR GATEWAY FEATURES WITH THE REVISION TO REMOVE THE GATEWAY FEATURE LOCATED AT THE SOUTHWEST CORNER OF TANTAU AND STEVENS CREEK BOULEVARD, LOOK INTO POSSIBLY RELOCATING THE FEATURE TO THE SOUTHWEST CORNER OF VALLCO PARKWAY AND TANTAU AVENUE, AND ENSURE THE iviam �trPPr� �mernn� HQ�re�aror. LL�. ASA-2014-11,ASA-2014-16,AS �15-05 May 8,2015 Page 2 MAINTENANCE AGREEMENT ADDRESSES THE REPLACEMENT TIMING (WITHIN ONE WEEK) IF THE FEATURE IS VANDALIZED OR BROKEN (CHANG VOTING NO). Also included are the resolutions that Council adopted at the meeting. Any interested person, inclicding the applicant, prior to seeking jiidicial review of any adjudicatory decision of the City Council, mtcst first file a petition for reconsideration zvith the city clerk zuithin ten days after the date of mailing of this notice. Any petition filed must comply zvith Municipal Code �2.08.096. The last da� to file a petition for reconsideration is May 19, 2015. Sincerely, Gc�"-°�� . Kirsten Squarcia Deputy City Clerk cc: Community Development City Attorney Dean Isaacs representing Sand Hill Property Company Main Street Cupertino Aggregator, LLC 2882 Sand Hill Road #241 Menlo Park, CA 94025 RESOLUTION N0. 15-040 A RESOLUTION OF THE CITY COUNCIL APPROVING AN ARCHITECTURAL AND SITE APPROVAL PERMIT (ASA-2014-16) FOR THE MINIMUM 0.75 ACRE PUBLIC PARK LOCATED WITHIN THE MAIN STREET PROJECT AT 19489 STEVENS CREEK BOULEVARD SECTION I: PROTECT DESCRIPTION Application No: ASA-2014-16 Applicant: Dean Issacs(Sand Hill Property Company) Property Owner: Main Street Cupertino Aggregator, LLC Location: Northwest corner of the Main Street Cupertino project, south of the Nineteen800(Rosebowl) project and east of the Metropolitan condoininiums APN(s): 316-20-112 SECTION II: REVIEW PROCESS&FINDINGS WHEREAS, the minimum 0.75 acre public park was approved as a project component of the Main Street Cupertino and was studied in the Addendum to the 2009 Final Environmental Impact Report certified on September 4,2012; and WHEREAS, Site and Architectural Approval for the final design of the public park is required as a condition of approval of the project; and WHEREAS, an application was received by the City (Application no. ASA-2014-16) for fl1e Architectural and Site Approval Permit for an minimum 0.75 acre public park; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the City Council has held at least one public meeting in regard to the application; and WHEREAS, the City Council finds: L The proposal, at the proposed locations, will not be detrimental or injurious to properfy or unprovements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; Tlze minimum OJ5 acre public pa��k ��•ovides pedest�•ian connections/access to tlze neiglzboring developments and will serve tlie existing and new residence, along with patrons visiting the Main Street Cupertino p��oject. TJie �ark design is confined within tJze park p1�o�erty lines, it is consistent with the California building code fo��accessibility and therefore will not �e deti•imental or injurious to tlTe existirTg p��ope�•ty, im�rovements within the vicinity, no��be detrimental to the �ublic Jiealtl2, safety, and general welfal•e, o��convenience. 2. The proposal is consistent with the purposes of Chapter 19.168, Architectural and Site Resolution No.15-040 Page 2 Review, of the Cupertino Municipal Code, the General Plan, any specific plan, zoni.ng ordinance, applicable planned development permit, conditional use permits, variances, subdivision maps or other entitlements to use which regulate the subject property including,but not limited to, adherence to the following specific criteria: a) Abrupt changes in building scale should be avoided. A gradual transition related to height and build should be achieved between new and existing buildings; The adjacent properties to tlie nortl2 and west side of the subject site include lzeights fi�om 60' to 37' with parking lot to the soutli and 32' tall retail buildings to the east. Although tl2e proposal does not include tlze construction of a new building, tlie p1•oject includes the transplantation of three 30' to 40' tall trees in tlie northwest corner which provides a transition in height between the property to the north and west and tlie park. In addition, tlie applicant proposes to plant buffering trees that reduce in height fi�om seven (7') to eigJzt (8') further soutli. Tliis design is consistent witlz tlie gradual t�•ansition to related heiglits in tlie sur��ounding properties. b) The location, height and materials of walls, fencing, hedges and screen planting should harmonize wit11 adjacent development. 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 Tl1e park is a passive park with large buffering ti•ees and a natural tot-lot utilizing wood and nature-like climbing st��uctures. The pa�•k is proposed to be planted with no-mow fescue wliidi will prevent dust and elrosion of the soil. Tlze �roject also includes tlie transplantation of tJi��ee mature trees. LiglTting within the park lias been designed to ensure that tl2ere will be no ligllt spill-over into tlTe adjacent properties. c) With respect to new projects within existulg residential neighborhoods, new development should be designed to protect residents from noise, traffic, light and visually ultrusive effects by use of buffering, setbacks, landscaping, walls and other appropriate design measures. Tlie park design includes matu��e trees along the nort)i and west property line witli a 20'wide landscaped buffer from tlie existing Metropolitan condominiums and Ninteen800 (Rosebowl) development whicli will be aesthetically pleasing. Tlie tr•ees proposed and tlze distance to tlie neiglzl�ors will buffer tJie noise fi•om tJ2e park. Tlie park is designed as a �assive park and does not include�room for organized sports. Resolution No.15-040 Page 3 NOW,THEREFORE,BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in Section III of this Resolution beginning on Page 3 thereof, the Application No. ASA-2014-16 is hereby approved; and That the sub-conclusions upon which the findings and conditions specified in this Resolution are based and contained in the public hearing record concerning Application ASA-2014-16 as set fortll in the Minutes of the City Council Meeting of May 5, 2015, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPARTMENT 1. APPROVED EXHIBITS The approval is based on Exhibits Titled Main Street Cupertino, Mau1 Street Cupertino Aggregator, LLC, dated April 1, 2015 and date received April 9, 2015 for the Public Park consisting of 10 pages, except as may be amended by the conditions contained in this resolution. Any changes to this plan shall be reviewed and approved by the Director of Commtulity Development. 2. PREVIOUS CONDITIONS OF APPROVAL All previous conditions of approval form Resolution No. 12-098 shall remain in effect unless superseded by or in conflict with subsequent conditions of approval, including the conditions contained herein in this resolution. 3. ACCURACY OF THE PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data ulcluding but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may ulvalidate this approval and may require additional review. 4. DRINKING FOUNTAIN FEATURE The City of Cupertino is committed to safeguarding our shared environment to protect the quality of life of Uoth its current and future community members, acknowledged through the careful design and implementation of plans, programs, and services that prioritize source reduction and effective materials management. The City recognizes programs through GreenBiz, Green Build'u1g Ordinance, and Cupertuzo's Climate Action Plan and specifically noted that Americans use, on average, 50 billion disposable water bottles per year and only 23 percent of these bottles are recycled, sending 38 billion water bottles or $1 billion of reusable plastic to the landfill per year. Prior to final approval of the public park, the applicant/property owner shall elimulate unnecessary waste and promote materials reuse through the installation of a water bottle refilling station for the community and guest use. Resolution No. 15-040 Page 4 5. DOGGIE WASTE BAG DISPENSER To promote cleanliness and provide a positive experience at the park, the applicant/property owner shall incorporate doggie waste bag dispenser stations with disposal that shall be reviewed and approved by the Director of Community Development prior to final inspection. 6. PARK LIGHTING The property owner or designee shall provide details for the lighting of the park prior and shall be reviewed and approved by the Director of Community Development prior to installation. 7. PEDESTRIAN AND BICYCLE IMPROVEMENTS Developer shall provide pedestrian and bicycle related improvements consistent with the Cupertino Bicycle Transportation Plan and the Pedestrian Transportation Guidelines, and as approved by the City Engineer. 8. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. 9. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Any storm water overflows or surface sheeting should be directed away from neighboring private properties and to the public right of way as much as reasonably possible. The overall drainage design must be consistent with the approved Storm Water Management Plan for the Main Street project. 10. UNDERGROUND UTILITIES Developer shall comply wifih the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installation of underground utility devices. Developer shall submit detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. 11. WATER BACKFLOW PREVENTERS Domestic and Fire Water Backflow preventers and sunilar above ground equipment shall be placed away from the public right of way and site driveways to a location Resolution No. 15-040 Page 5 approved by the Cupertino Planning Department, Santa Clara County Fire Department and the water company. 12. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil.BMP plans shall be included in grading and street improvement plans. 13. NPDES CONSTRUCTION GENERAL PERMIT When and where it is required by the State Water Resources Control Board(SWRCB), the developer must obtain a Notice of Intent(NOI) from the SWRCB,which encompasses preparation of a Storm Water Pollution Prevention Plan(SWPPP),use of construction Best Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance. 14. TRASH, RECYCLING AND COMPOST RECEPTACLES The developer is required to install public bins (�30 gal) side-by-side for trash, recycling and composting, adjacent to the Main Street Park to control pedestrian Iitter at the site. The type and location of the receptacles are subject to the approval of the Environmental Programs Manager. (CMC 9.18.210 P) The applicant/property owner shall incorporate waste, compost, and recycling bins (trio sets)within the park. 15. 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. 16. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may uzclude 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 Uarred from later challengulg such exactions. 17. INDEMNIFICATION To the extent permitted by law, the applicant shall uldemnify and not hold harmless the City, its City couiuil, its officers, employees and agents (the "indemnified parties") from Resolution No. 15-040 Page 6 and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this Resolution or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorney's fees and costs incurred in defense of the litigation. The applicant and City shall use best efforts to select mutually agreeable legal counsel, following the applicant's receipt of invoices from City, together with reasonable supporting documentation. Such compensation shall include reasonable compensation paid to counsel not otherwise employed as City staff and shall include City Attorney time and overhead costs and other City staff overhead costs and any costs directly7 related to the litigation reasonably incurred by City. If the applicant and the City cannot in good faith agree on joint counsel, the City shall have the right to retain counsel of its own choosing, separate from the applicant's litigation counsel. PASSED AND ADOPTED at a regular meeting of the City Council of the City of Cupertino the 5� day of May, 2015,by the following roll call vote: Vote: Members of the Cit�Council: AYES: Sinks,Paul,Vaidhyanathan, Wong NOES: Chang ABSTAIN: None ABSENT: None RECUSE: None ATTEST: APPROVED: /s/Grace Schmidt /s/Rod Sinks Grace Scllmidt, City Clerk Rod Sinks, Mayor, City of Cupertino OFFICE OF THE CITY CLERK ''� CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 TELEPHONE:(408)777-3223• FAX: (408)777-3366 CUPERTtN4 March 4, 2014 Re: Sub�ect: Joint Use Agreement for Main Street Park and Cupertino Main Street To�vn Square Recommended Action: Authorize the City Manager to execute a Joint Use agreement for Main Street Park and Cupertino Main Street Town Square At its February 25, 2014 regular meeting, the Cupertino City Council took the following action: AUTHORIZED THE CITY MANAGER TO EXECUTE A JOINT USE AGREEMENT WITH A CHANGE THAT THE CITY BE ENTITLED UP TO SIX (6) DATES PER CALENDAR YEAR TO MAKE USE OF THE TOWN SQUARE FOR CITY ACTIVITIES OPEN TO THE GENERAL PUBLIC . Sincerely, �,,'�'��2-�-�--�-�..-�•-..�.�--- Kirsten Squarcia Deputy City Clerk cc: Community Development Kenneth Rodrigues City Attorney Kenneth Rodrigues & Partners 445 N Wisman Road, #200 Kevin Dare Mountain View, CA 94043 Sand Hill Property Company 203 Redwood Shores Pkwy #200 Redwood City, CA 94065 ■ _—-- ------ — — --------- — — �: ��.AI.�...►A/..IL Z`�l � Q � a � . ~c I 11.! G PARK SECTION � � �" ,.,r �u"��:, , _ � ,. . A ,. „-� �) �•�. �' .��,� � � �.. , , _: _ ; � . w. - ��.---- METROPOLITAN- MSC BUFFER SECTION r----,. -- -,...:�-T -_- —- .i ;� � � �'� ' " Transformers � 4 '{ ' � �``�° with planting � ': � � x,. screening ' �� Tristania .' -- -> - _- ._,._ : � t cr.raan . MAIN STREET ' CUPERTINO ; STEVENS CREEK @ FINCH CUPERTINO,CA ASA , SUBMITTAL I i MAIN STREET CUPERTINO I AGGREGATOR,LLC �203 REDWOOD SHORES PKWY,STE 200 ' REDWOOD CITY, CA 94065 i � R �� <F�M E f M R O 0 R 1 a U t 5 t +�9 1 h-H S I h i:. �4 S N o r t� W�1�m�n R o�d. 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SHEET INDEX L-1.1 Park Illustrative Plan L-1.2 Park Access Routes L-1.3 Park Imagery L-2.0 Park Layout Plan — Easement Location L-2.1 Park Layout Plan L-3.1 Park Grading Plan L-4.1 Park Planting Plan L-5.1 NOT USED L-6.1-6.3 Park Construction Details z J J W � � � > � � �;,-::_�,�-�,. ;b� �.�`t?'�=j�-�� r . . . } � � � ` � . . .. ......._ ,._ , �: „ , ., . ....._ . . .. . . � � . , _ _ . . . ,. - ,..,<.._.�„ . .. .. _ . F ' � i , _. � ~��/� , . _ �. . , . , . ... ..�_�_ _�. . �s_.._.. � ' � ,� � �()jX !� � � .r ��A`��(~.v..n....s�}-- .�...�i�M...—.. ; i�� . � � 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�0.i G U E 5 8 P A R T N E R 5 I N C A C 5 N o r t� W�i s m a n R o a E 5 u i�e ]fl� M o u n 1 e i n V i e w C A 6 5 0 9 fi 5 0 ]0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iruc. Landscape Architects• Land Plannen 181 Greenwich Street San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 KEVMAP REVISION �PNOSCAPFq �O `aymon N '9r W2h � �1✓��'� " � n � sao-is • •J'J, O�.�S�1��5 �P 9lF�F CA��E��a PROJECTNO. `Z`1,�j�j9 OATE 04.01.2015 onnwri ev AIB scn� as shown CHECKED BV GL,AIB PARK LAYOUT PLAN -EASMENT LOCATION 04.09.2015 L-2.0 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. <.VLVI\ /"'11VV 1 IIV1.71 1 .7t.1 ILVVLL PEDESTRIAN CONCRETE PAVING Type 1 Natural grey concrete with light broom finish. Sweep perpendicular to path of � travel. See layout plans for scoring patterns. Type 3 Integral color concrete with sandblast finish. Color: Pebble (0.51bs #641 by � Davis) w/ blue glass aggregate top seeded where noted. Wash pavement surface according to manufacturer's specifications to expose glass material in a uniform finish. Blue glass: Recycled Glass Aggregate in Blue and Caribbean Color Mix; Sizes: #1, #2, #3 mix. All by American Specialty Glass inc. tel. 877-294-4222. Type 4 Integral Color Concrete. Color: Light Gray (2.51bs #860 by Davis). Sweep � perpendicular to path of travel. See layout plans for scoring patterns. CONCRETE BANDS AT PAVING AND PLANTING Color and finish to match Pedestrian Concrete Paving Type 1. Scoring � 8' O.C. GRAVEL PAVING -- b L n G d n M ter I tel 650-364-1730 UGHTING FlXTURES 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 orr (�05) Par{cing Lot Ligths 4 �� See electrical drawings for final locations and specifications. BIKE RACK Welle Circular Bike Rack, Model: WCR02-IG-P iT35%-�P.1�5 5i1�.-er Met�llic;; inground installation; Color and Finish: Silver Powdercoat; by Palmer Group, tel. 415-333-6428. QTY 3 (6 bike spaces) - out of 37 total for the site TRASH RECEPTACLES/ASH URNS �� y y gso ar e a ia s, . Type 1 PETOSKEY 30-gallon capacity litter receptacle in cluster of 3. With tube 1 x2 �nch Buff La Paz Pebble; O support, surface mounted. silver powdercoat color; hinged lids in 3 PARK PLAY EQUIPMENT colors: green, blue, gray. Cut-out sign in perforated metal: All by Play Structures, Nature Collection, contact Ross Rec., Ewing Phiblin, tel. BOULDERS Recyclables, Compost, Trash. All by Landscape Forms, contact Rebecca 707-538-3800 by Lyngso Garden Materials, tel. 650-364-1730 Casey, tel. 800-430-6206 x 1313 QTY (3) out of 42 for the site A) acorn seat, model: #186579, QTY (3) � Sonoma Field Stone Boulder; size varies / hand picked. QTY (15) BENCH B) log bench - natural wood logs. Cantilever Bench, Model: 303; 54" x 16" x 18" tall, Color and Finish: Charcoal Gray WALLS Powdercoat aluminum construction, IPE wood finished slats top; Available at YardArt, C) log crawl tunnel, model: #173594, QTY (2) Type 1 Poured-in-Place Concrete; Color: Natural Grey; Finish: steel trowel smooth contact Jason Levine, tel. 925-234-3153. QTY (6) - out of 17 for the site D) log steppers: finish w/ stain (matte) sealer. Use GST Stain 81ock Elite Sealer, by Global Sealer Technologies, tel. 7Q7-527-6449 or similar on alt concrete wallls. 28"-model: #173909, QTY (2), 18"-model: #173908, Q7Y (3), 8°-model: #173907, QTY (5) PLANTER POTS FENCES AND GATES E) mushroom steppers: Type 2 Metal and Wood Fence. Metal paint color to match arch. metal finishes 24"-model: #171572, QTY (2), 20"-model: #171571, QTY (2), 16"-model: #171570, QTY (3) Type 3 Rectangular Planter, 60"x20"x24"tall; Color and Finish: powdercoat rust, with (gark gray/black). 1 x6 IPE Wood Space Boards. Wood color/finish to � Drainage Fittings & Irrigation Sleeves; Available at YardArt, contact Jason match. arch. wood siding finishes (warm brown). F) fossil digs: Levine, tel. 925-234-3153. QTY (8) t-rex bones-model: #170791, QTY (2), sea shells-model: #170792, QTY (2) dino eggs-model: #170793, QTY (2) � � � � • . . � • . � 1 � 1 � � •- � - � •�� •- �� - � •�� •-�. � •�. �� '�� .��r,,;, ,,, ��,.� ��. �',� ., ,� %'�'!j/,�j,,, %�;;,,,�%%;//':i�r� ��/;�, ;, .. /, �/,/� //i��i� � ,� � �% ��!' �''% / �. ; � ;��,/�� _; ; � ";,,��%, ,, �,.,:,.,if/� � � �, ; �,�/j!i � _ �,��- , ,,�� '� _ .,., � ,,,% ,,� PARK GAME TABLE By Dumor, contact Ross Rec., Ewing Phiblin, tel. 7�07-538--3800� .,t. ' - ---- Game Table, model: #78-32, IPE wood,itexture charcoal powdercoat, checkerboard; � ` surface mount. QTY (2) . - . f � . �:��.�_ _. PARK PLAY SURFACING � � '� � � � _ . contact Ross Rec., Ewing Phiblin, tel. 707-538-3800 Wood Fiber, tan color; 12" layer, install �er manuf. specifications. � � ./ Drinking Fountain w/ Dog Bowl ' � °, • `"' � �"��-- Elkay Tubular Drinking Fountain, www.restroomdirect.com ',1. • Model: LK-LK4420BF1 U; evergreen powdercoat color (standard); install�er.' ; '` manufacturer's spec. QTY (1) f � :�' . � ,.......�......«. .,.. , �.-... . . �wf- .L-:w . ,......ti. .... REVISION PNp S C A pF ,`O�' `ay m o n N q'9� � e`' ° °�y�-� � ;� � � r °30;'6 . � •.rl, fld.�l�.5 �P � �lF OF CA��F�Q� � rs PROJECT NO.-??,SS9 �ATE 04.01.2015 �.�..�� oRnwr,ev AIB scn� as shown � CHECKEDBY GL�AIB PARK LAYOUT PLAN 04.09.2015 L-2. 1 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. ■ FINE GRADING AND DRAINAGE LEGEND +60.3 Spot Elevation AD 00.00 Area Drain w/Rim Elevation T.C. (60.6) Top of Curb Elevation (from Civil Engineer's Drawings, verify) T.C.I. (60.6) Top of Curb Elevation Interpolated (from Civil Engineer's Drawings, verify) � On—Grade Paving: NDS 4" 9106 (Brushed) C. (60.6) Concrete Elevation (from Civil Engineer's Drawings, verify) 0 Lawn:NDS 10 Black Flat Top Orain Cover +H.P. 61.2 Relative High Point Qo Ground Cover Areas:NDS Spee—D—Basin and Grate, NDS #90 6" Atrium Grate, Black. T.S. 61.25 Top of Step Elevation . •- �-�-- "�ti?^'�"�'�'--'-f>orom5pt7Ut�Ptdap%�: '�"'& �"'� Univer�al Outlet w/4" spigot. NDS B.S. 60.1 Bottom of Step Elevation ; � #1242 (venfy that ra�n water lead�� are t;ed �nto the landscape � �!r �n system and prcd�..�t t��Fe) ;;,E G T.R. 61.25 Top of Ramp Elevation �y .+'.�4�' ��,>• ,,,,__�'��"�7 ��• B.R. 60.1 Bottom of Ramp Elevation �,'� -• � j .� t T.W. 63.4 Top of Wall Elevation l - , �, ' d °,,,:.- , � B.W. 60.4 Bottom of Wall Elevation. (Finish Grade of Soil or Paving) � ` � � �� + �• �- — - ; T.F. 63.4 Top of Fence (Only On Hotel Set) , i � ; { . ._._.,,��.�_,��, . % � ' s� � �.� �� __�� { .___� �"�!� ; ..}� . .�.._.__......._.....,...... ._�� . • Y-..... _-�... .., ,_..�.......�9rW.....�...+.. � Catch Basin See Civil Engineer's Drawings. Direction of Surface Water Flow ----- Direction of Surface Water Flow in Swale (2� Minimum) } Grade Break (Ridge Line) � Subsurface Drainpipe: PVC SA34 by Acme Industries. (4"&6" dia.). Perforated Drainpipe: PVC AS987 by Acme Industries 4". ODiagrammatic 6" Contours � Stormwater Treatment Area, S.C.D. (Coconut Blanket) � Underground Stormwater Catch Basin. S.C.D. 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 i N R O D R I G U E 5 6 P q R T N E R 5 I N C d<i N o r t� W�i s m a n R o a G 5 u i�e 2 Il 0 M o u n�n i n V i�w C A fi 5 0 9 fi 5 � ]0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Planners 181 Greenwich Street San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 I(EVMAP REVISION �PHDSCAPFq �O `aymon N 'Pr Wr`' ° °�,��' U �^ � io is • •.!'J, (141��5 �Q 9lF OF CA��F�Q� PROJECTNO. `1`1,�j�j9 DATE 04.01.2015 oRnnwr�ev AIB sca.e as shown CMECKED BY GL,AIB PARK GRADING PLAN 04.09.2015 L-3. 1 O2013 KENNETM RODRIGUES 8 PARTNERS,INC. ■ PLANT PALETTE GROUNDCOVERS MCR 5 gal Muhlenbergia c. 'Regal Mist' (s) Pink Muhly 36" oc L PM 5 gal Polystichum munitum Western Sword Fern 30 oc M NATIVE LAW N MED SOD Medallion Plus Medallion Plus N KEY SIZE BOTANICAL NAME COMMON NAME SPACING/NOTES WUCOLS CA NATIVE TREES * For Tree Sizes See Planting Plans. GIN BIL * Ginkgo biloba 'Fairmount' Maindenhair Tree M LAG NAT * Lagerstroemia 'Natchez' Crepe Myrtle � SEQ SEM * Sequoia s. 'Aptos Blue' Redwood N NATIVE TRI LAU + Tristaniopsis laurina Water Gum M SHRUBS CE g VL NATIVE 5 al Ceanothus 'Concha' California Lilac 48" oc HM 5 gal Hypericum moseranum Gold Flower 42" oc M LC 5 gal Loropetalum c .'Blush' Red Fringe Flower 36" oc � PY 5 al Phormium 'Yellow Wave' New Zealand Flax 36" oc L . r _.� �� l �tG' , e e � ..Y .�� . �� : 9 , � • , ' ,..�-.._ PC 5 gal Prunus caroliana Carolina Cherry Laurel 48" oc L . ' ' • . - _ • �_, ~ � RB 5 al Rhaphiolepis indica 'Ballerina' Indian Hawthorne 36" oc L , LAV 5 gal Lavandula intermedia Lavender 24" oc L . _._��°j5 � _ ._ , ; � ; r/ � � �-�..�' � _.__.._,�^� '' � � 4. ; .. .'�/' � � � h _ .�_„-.'-...._..a.� _,._,.. _ .......�. _...,. .,.�..�....�.a.��..�,.y..�. 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�R I G ll E 5 6 P A R T N E R 5 I N C 0 4 5 N o r 1� W�i s m a n R o a 4 5 u i 1 e 2 0 fl Mau ntai n V iew C A 6 5 (1 9 6 5 fl]Il 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Wndscape ArchiMcts• Land Plannen 181 Greenwich Street San francisco,CA 94111 T 41 S 433 4672 F 415 433 5003 r.��,.r� REVISION �PNpSCAPFq �O `aymon N 9� W=S O o�..�� U �O � � 9^K 30-16 •�� \P• o`� 9lF aF CA��F P PROJECTNO. 22.�j�j9 DATE 04.01.2015 oruwr+ev AIB s�A� as shOwn CHECKED BV GL,AIB PARK PLANTING PLAN 04.09.2015 L-4. 1 O2013 KENNETM RODRIGUES 8 PARTNERS,INC. 3/16" Wide by 1-1/4" Deep Score Joint at 7'-0" o.c. max. or as shown on Drawings 6"x6"/#10 W.W.M. Center in Pour. Expansion Joint. For Natural Grey Concrete use 1/2" Wide Fiberous Asphaltic material For Integral Color Concrete use 1/2" Homex, Non—Asphaltic Joint w/Polysulfide Bead over. Color to Match adjacent pedestrian concrete paving. Homex by Homasote, Trenton, N.J. 1'-6" 609.883.3300. All Joints to occur at 20'-0" o.c. �__ _-- — '� max., at Material Interfaces, and as shown �I on Drawings �� I Concrete Paving. See Layout Plans and Color �' and Finish Schedule for finishes and colors. -'i�— �o Class II Aggregate Base compacted to at least 95�' 'k— ;_i� " !�'= I i =,i— relative compaction per Geo—technical Report (2012) I �li�IJ-�Ii � -I�i ill II� ��i—II � I �=1 i � i i=1 I I�I!I! i�_ ' I I;=I� I — — Compacted Sub—Grade to at least 959 per Geo—technical Report (2012) � Pedestrian Concrete Paving NOTE: SEE CIVIL DRAWINGS for Vehicular Pavement Walkway Section � Scale:1'=1'-0' E 12" / 36" see layout plan �lanting Area Concrete Band with (2) �4 Rebar continuous as shown. See Layout Plan and C.F.S. for integral color and location. Tool edges with t/4" radius. Rebar to be 3" min. from edge of band.; Concrete Type 2, S.C.F.S. �xpansion Joint. For Naural Grey concrete use 1/2" wide Fiberous Asphaltic material. For Integral Color concrete use 1/2" Homex Non—Asphaltic Joint with Polysulfide bead over. Color to match adjacent pedestrian concrete paving. Joints to occur at 20' o.c. max. Adjacent Concrete Paving, Type 1, S.C.F.S. / Planting / or Pavers. See Layout Plan for conditions. . ' �. ��j� r•�.�.�23��."'.�$ri��.::�1��i_a�ic..�r�.�."'.�i�� '�i,��i�';��'.%: ��_6� � ubgrade compacted to at least 957. or per /��!%��%>i- � Geotechnical Report. ��%`�'��! Class II A re ate Base com acted to �A�V��V�\�� 99 9 P //,��/�A//Aj min 907. relotive compaction per �!��! Geo—technical Report (2012) �,�y;�i��i>i Provide �4 Dowel at all Cold Joints, typ. 30' o.c. Z Concrete Band Scale 1"=1-0' Play Area Wood Mulch, S.C.F.S. � Adjacent Concrete Paving, S.C.F.S. 16�� At Interface w/ Pavers. Concrete deepened Footing Edge; // r i i j; �/�� i/ /� y�. � � ��/�/�///�/' ��j�� ,%�� ` � �. � �� '/��/�� /�'�i ' i/% . � �� ///%j�,i, /;i�/ jj% %'i�/ ��J �-� i01 � ,��//% �j,,/�j/��j �� /� /-�o��/-�O�/—��it/—��,�/��o� � , , �� .i� i/ �/ '••. . I �� 6• `° —X- -� 4" Drain Pi e. Wra ends w filter fabric. Class II Aggregate Base compacted P P � to min 90' relative compaction S.C.D. for Pipe elevations and connections. per Geo—technical Report (2012) Compacted Sub—Grade to at least 95X per Geo—technical Wood M u Ieh Pavi n Report �2o,z, 3 5cale:1��-,�-o� - 24° o� See Layout Plans * ___ __ —-�I` ��2� 3 II �c-- �i , II c i ;�,I a u o � � ��d i 'c o+! a � >a�i� i �v C9 i � , j � II —1 I— I J II=�I�-1II �� . . • � , � N-I I I I I I i i I- .� ,, I I I- ��I�=1 I I-1 i I � -"� - "�' -- , -- -- � I — ��i � i� 4 �---I I--��I °° I� , __ i—� �—�� :.�.�"� ,T�_ ` -�� _ � Adjacent Condition. See Layout Plans. Chamfer (1/2" �45') all exposed edges except reveals. Poured in Place Concrete Seat Wall w/�4 Rebar 012" o.c. both ways as Shown. S.C.F.S. S.C.F.S. and Layout Plans for Wall Types. No Wall lights and Elec.outlets at Park Expansion Joint Waterproofing and Protection Board. Extend to Top of Planter Wall. Fi,�ter Fabric. Wrap Fabric Up Walls to 1 Below Top of Soil. Compacted Sub—Grade to at least 95� per Geo—technical Report (2012) ,. _._. . ___, _.__.._... _ . - MAIN STREET CUPERTINO iTEVENS CREEK @ FINCH CUPERTINO, CA ASA SUBMITTAL MAIN STREET CUPERTINO AGGREGATOR,LlC �3 REDWOOD SHORES PKWY,STE 200 REDWOOD CITY, CA 94065 Concrete Seat Wall � ! I�II�t��T � K�' NEiH RODtiRiGUES 8 PARiNERS iNC 4 . __ �� _ r- � Scale:1"=1'-0" . �� , -.. ... d d 5 N o r 1� Nj-�i s m a n F o a 0 S u r 1 e I 0 0 � � Mounta�n View1 C A 6 5 fl 9 6 5 0 ]fl A { Finish Grade,Ground , Finished Cover Planting Areas Grade Factory Turt Cut Thertnal II--I�I I_1�111�111-11� Expansion �a 1�11= 11=111=11�q1=111 Sli Joint 2• I— =111°III°I�= P �I�1�111 I — 7 Ga. Galvinized See—� III—III��I�I hl�_— Steel Hairpin, Chart IN III IN See Chart for Width �ar IN III 11= Bend—A—Boa P Plastic Header � � IN —111=111 II 111=1N=NI=111 =1 1= Board.See Chart 111=T�11 T=111=11 =111=— For Sizes =111=111�11 111=1N=MI=111 SECTION II III Plaetic Stake 111= O 3' 0 C M U M=111 � � � � �� G`tiF1SULTANT L'' THE •� �_ ��J . GUZZARDO _.. .... ,. _ � PARTNERSHIP iNC. � Wndsca�e Architects• Land Planners � � /J , 181.Greenwich5treet i/` i San Francisco,CA 94111 . . . �l �T 415 433 4672 ax. se 7�a II 111- Plated Deck Screws Galvinized II II�III For Attachment Steel Hairpin, =��—p�= � � See Chart �III� '' For Width SL1P JOINT DEIAIL See Chart for Max. Crown Len th See Chart For ------°r^ �' '""• Maximum NOTES: Radius 1. Color Options Brown (Stock Item) 2. Inatalation Tips See Chart for ax. Crown Height Tools Coane Wood Working ELEVATION —CROWN DIMENSIONS p�,qN For Cutting and Drilling —Use Plated Screws or Ring BEND—A—BOARD CHART Shank Nails to Join Boarde. —Allow for Thertnal Expaneion �(MUM MAX�MUM REC0��E Np E g�� pINT The Slip by Leaving Gaps in HDR.ACTUAL R4D�U5 CROWN GAP AT SL1P FWRP�N Jointe or at the End SIZE DIMENSIONS POSSIBLE POSSIBLE JOIPfT DIMENSIONS of the Run. a�4 a i/Y■1 1/2'y 10' 76' 1!'/20' 1/Y'-7/4' 1 i/s'o■�s —Do Not Screw Through Slip Joint. Manufacturod By:Epic Plastica, 1880 Carden Tract Rd., Richmond, CA 94801 PH /(510)235-9339 http://www.epicplastics.com 5 Rec cled Header Not to Scale Soil finish Grade 3"below Pavement. M Ich FII Finish flush w%Pavement Fnish Grade; keep 3"be�ow Pavement mish Grade. To of Sod Soil/ Finish w�Pavement Finish Grade. � �' Depth of Sod Soil. See Manufactumr's Specifications. ,j\� y\j - ;, _I I I�I I I_ I I_ I__I I ° Flnish Grade of Amended Soil. ��—�� —I�� -'� I— I I11=11 II �i_� urb at Parkin9/ Drive Aislr, S.C.D. 857L Relative Compaction of Planter Soil,Typ. GROUND COVER — PAVING LAWN— PAVING PAVING AREA— CURB 6 Fine Gradin @ Pavin Ed es Scale:3/4'=1'-0' rHrc� CONSTRUCTION DETAILS 04.09.2015 i�A -- - - a #3 X 1'-6' through po: typ � �I �L�- �8�� ,�� o _ � � '� � Section O cheekwall y 1. � � o , 3" R a -'k--- R 5� ;.� � ' �' „o _� �� a'I TyP. mrn T i J. d'� M I 1�k --�---} . . " R #4 rebar vert. �4 rebar horiz. Cont. As shown. �4 rebar from stair. Tie into cheek wall as shown., 24" min. Typ. Conc. Stair Adj. Paving. See plan. Stair Nosing, 3" wide ond continuous. Cast bronze BronzoAbrasive style by: American Safety Tread 1.800.245.4881. Typ. each tread. #4 Rebar Nosing Bar. 3 __ Handrail. 3' R " - ---'k � Concrete Cheek WaIL - ! Expansion joint O back of step,Typ j M ' � Adjacent Pedestrian Concrete Paving. �c L6.1 � ° �� . ;+Yat1' - �. (D --^� Adjacent Lawn or Planting. See Layout and Planting Plan for Condition Landscape Boulders. See Color and Finish Schedule -----_'_ ___ _ ov� Adjacent Paving. See Layout Plan for a°' II Condition a�.,, � X t �._._ '/ � a L � ' a-n ;/i �� '- , � ....--�---�`� Sand Base , , ,_ �-�=� _... .� ------ �-a-�--° •- �;�:r� �� i /��,'�� —�I� ;�� ,''��;, �, �i��-; ,,�� Compacted Sub-Grade to at least 95y i�'; i _ '_i I �— I I � I� i �� per Geo-technical Report (2012) %� ,I --,� _ _ _ � ��'_ _ � � � � � � � � �!� _ , . .--. 3 Landsca e Boulder , P Scale:°1/2"=1'-0" _,..4�_ -�-_� • Cj--�./�j 1-1/2" 2'O.D. PVC Pipe with Flange attached to planter / l ✓ ,__ .. , � To be Centered over Paving Drain , _., ��......_,�. � 'd � �rn,l � i � Concrete Footing, 9"0 over 4"thick layer of , '�-�---- � � �' g" 3/4°0 crushed, clean drain rock, typ �- DS 4" Drain 9048 Brushed ��„,�� :�� , � I � �I`—'I`� � � : �'i ' Class II Aggregate Base compacted to at � � Adjacent Paving, See Layout Plan for condition ' �- least 957. relative compaction per � � j � ��1 i ! Geo-technical Report (2012) _ � � Concrete Stairs, S.C.F.S. ' � J� �� I ` _.•fA. �? �9. I �. � , ?4 �—� {�4 rebar at 16" o.c. both ways and as shoNn. y � '� Planter, S.C.F.S.,Typ. � . Provide Irrigation and Drain penetration opening. Concrete Ste s with Handrail � - Center in Planter Bottom. 1 ,� �_�_ µ �ry Y p ^ � � ,,,,,,,,�,�,, .,,,�.�c, Commercial 6rade Potting Soil Mix. Scale t/2•=1'-0' �� Irrigation Laterol to Enter Pot Through opening. Geotech Drainage Board, 2"Thick, attach to bottom and walls of planter. Cover with Mirafi 140N Fiter Fabric. See Planting notes. Gravel Paving, S.C.F.S. 1 _ t_� Rail-Free Standing 2 H a n d ra i I (��solated pier) Scale:1'=1'-0' 1-1/2" O.D. Steel Handrail. For Railing Runs Greater Than 6'-0" Provide Intermediate Post(s) Equally Spaced Between End Posts but No Greater Than 6'-0" O.C. See Ramp Detail and Layout Plans for Rail Configurations. Concrete Curb w/(2) �4 Rebar Continuous. Color to Match Adjacent Paving. Light Sandblast Fnish. 1/2" Chamfer on all Exposed Edges. Ramp Bottom Rail, Continuaus 8etween Posts. Required Where Rail is Not Curb-Mounted nor Adjacent to or Mounted on Wall. Concrete Footing Notes: 1. Handrail to be Weld Steel Construction. Grind all Welds Smooth. Welds to be Continuous. 2. Contractor to Submit Complete Shop Drawings to Landscape Architect for Review Prior to ; Construction. 3. Detail revised per structural comments (Hohbach-Lewin, Inc. 06.09.14) Class II Aggregate Base compacted to at leost 957. relative compaction per Geo-technical Report (2012) Compacted Sub-Grade to at least 959. per Geo-technical Report (2012) � � Concrete leveling plinth,Typ. 3" Diameter PVC Drain Pipe, Cut Flush with top of Paving. S.D. �l I 1=1 I 1=1 I 1=1 i I-1 I I-I I I-1 i 1= 1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=!I I —III—III—III—III=III—III—III—III � CONDRION 1 �li��=��I=��=�I�—��—�I�—�� Connect to il_I��,iI��I—��I i��l—��—��I Stc p Drain. I�I_I11-11�-Illiiillli�� Planter in Gravel Paving � scale:3/4'=1' 3 min. 3' min. �-- - -�--- ----* � �B i ke Rack spaci ng � Scale:l/2"=1'-0" Bike rack loop. S.C.F.S, Typ. See plan for quantity per location. Paving, see layout plans. 3LDG 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 q O D R I G ll E 5 8 P A R T N E R 5 I N C. o a s N n��n w n�s m a� q o a a s��i e z n o M o u n I e�n V�e w C A 6 5 0 9 6 5 0]0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Landswpe Architects• Land Planners 181 Greenwich Street San Froncisco,CA 94111 T 415 433 4672 F 415 433 5003 KEYMAP REVISION PND S C A pF 4,�� aYmon Nq'9C' W2�' � °1�y%� � m n . -' °3oie • .�� \P 9lF OF Cp�\FO� PROJECTNO. ZZ.SS9 �ATE 04.��.Z��J oRnwr,ev AIB scaF as shown CMECKED BY GL�AIB PARK CONSTRUCTION DETAILS 04.09.2015 L-6.2 O2013 KENNETH RODRIGUES 8 PARTNERS,INC. Typical on ends and back. Bench. Mchor bench to concrete pod per manufoc- turer's specificotions and as noted in Color and Finish Schedule. See Color and Finish Schedule. Edge of Concmte paving. See Layout Plans for adjacent conditions. Expansion Joint at interface with adjacent concrete Pedestrian Concrete Paving. Color and Finish to match adjacent concrete paving. Compacted Subgrade and Aggregate Bas� per Geotechnical Report _ � Bench on Concrete Pad Not to Scale � w wT U'� �o'�> €•`-o c � �00,,°�-' c q= I 0 V y�� 0 �o�` � u�u O C H �O�O r,T O_ �n o,;;, : ' w� u u u U V U C C C u u u 3 � - N� _' N •� ��- �� ' � � � �■ � -� � �� II r ��. ,..' .�. P', , •}/�......-..-...... . Steel Bolts w/ Nuts and Washers. � 12"xt/4" attachement steel pfa'te'�Weld to post. .. .., ��...� �/ � •..... .�/"�•' ' ! ' ._,.�., . �_,.�,.,.-,...,......,..��: 3"x3" tube steel posts with sealed top. TF (6" above top of transformer/generator/utilities) Field verify. IPE Wood Space Boards, Typ. Flush Top Rail w/Top of Posts. Board Size, Spacing and Finish to match Arch. Bldg Siding. (2x6 boards) H55 3"x3"x5/16 tube steel posts with sealed top. NOTES: 1. Contractor to supply complete shop drawings to Landscape Architect for review prior to construction. These will include elevation views for those areas where the fence steps to meet grade changes. 2. All construction to be welded steel. Grind all all welds smooth. Welds between all mem- bers to be continuous on all (4) sides. 3. Point all exposed metal work except hardware with w/(2) coats of rust inhibiting pimer and (1) coat finish paint. Color to match arch. finishes. All paint to be suitable for use in exterior situations where freeze/thow cycles occur. 4. All metal hardware to be hot dip galv. 5. All wood to be IPE to match arch. wood. Stain all exposed wood. Color to match arch. wood finish. �"� M / Concrete footing. Slope top 29. min. to drain. °°° v�� Class II Aggregate Base compacted to at least 95R i � relative compaction per Geo-technical Report (2012) �o�o �_ FDC face plate I I I O fence surface. �`D� Location and installation NOTE: _ per civil, Typ. 1. In-grade installation shown. For wall installation imbed posts into concrete wall See detail 3 / L-6.8. Wood Fenee 12� (• Detail revised per structural)comments 2 Hohbach-Lewin, Inc. 06.09.14 Scale:1/2'=1'-0' Pole Light, per manufacturer. S.C.F.S., Layout plans and S.E.D. for types and locations. Road Curb, S.C.D. Adjacent Paving. See Layout plans for types. Light Pole Base Cover, per manufocturer. (4) 3/4"0 x 48" Galvanized J-Bolts / or as required by manufacturer. Concrete Pier per schedule: LIGHT POLE SCHEDULE FIXTURE POLE HEIGHT PIER DEPTH Conduit Feeder, S.E.D. Poulsen-Nest 12' 2'-6" Class II Aggregate Poulsen-Maxi 16' 3'-0" Base compacted to at least 957. Gullwin T e1 20' 4'-0" relative compaction 9-yP per Geo-technical �single head) Report (2012) Compacted 3" Sub-Grade to �� at least 957. per Note: \� . Geo-technical 1. Detail revised per structural comments `�� (6) �6 Report (2012) (Hohbach-Lewin, Inc. 07.15.14). 2. For Light Pole Pier Footing in Bioswale L� ht Pole Pier Footin P�ease see detail 2/ 1-6.13. 4 scale:1R'=t'-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 N E N N E i N R O 0 R I G U E 5 6 P q R T N E R 5 I N L 0 4 5 N o r t� W�i s m a n ft o a E 5 u i i e 1 0 0 M o u n t�i n V i e w C N 6 5 0 9 6 5 0]0 0 CONSULTANT THE GUZZARDO PARTNERSHIP iNC. Landscape Architects• Land Plannen 187 Greenwich SVeet San Francisco,CA 94117 T 415 433 4672 F 415 433 5003 KEVMAP REVISION �PNDSCAPEq �O `aymon N 9� �`' ° °�� SM1 3P16 .�T �� \P. ? 9lF OF Cp��EOQ PROJECTNO. ZZ.�J�J9 DATE 04.01.2015 oRnnwr�ev AIB s�a� as shown CHECKED BY GL,AIB PARK CONSTRUCTION DETAILS 04.09.2015 L-6.3 O2013 KENNETH RODRIGUES 8 PARTNERS,INC.