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AH Reso 103 ASA-2018-10ASA-2018-10 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 103 OF THE ADMINISTRATIVE HEARING OFFICER OF THE CITY OF CUPERTINO APPROVING AN ARCHITECTURAL AND SITE APPROVAL PERMIT FOR BUILDING FAÇADE IMPROVEMENTS AND SITE MODIFICATIONS AT THE MCCLELLAN SQUARE SHOPPING CENTER LOCATED AT 10385-10497 S. DE ANZA BLVD (APN 359-17-019 and 359-17-023) SECTION I: PROJECT DESCRIPTION Application No.: ASA-2018-10 Applicant: Victor DeMelo (Browman Development Company) Location: 10385-10497 S. De Anza Blvd (APN 359-17-019 and 359-17-023) SECTION II: FINDINGS FOR ARCHITECTURAL AND SITE APPROVAL PERMIT: WHEREAS, the City of Cupertino received an application for an Architectural and Site Approval to consider allowing building façade improvements and site modifications; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Administrative Hearing Officer has held at least one public meeting in regard to the application; and WHEREAS, the project is determined to be exempt from the California Environmental Quality Act (CEQA); and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the Administrative Hearing Officer finds as follows with regard to this application: 1. The proposed development, 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 proposal includes façade modifications on the frontages of the multi-tenant building and the two southeastern pad buildings, with no height changes. The project site is an established Resolution No. 103 ASA-2018-10 February 28, 2019 Page 2 shopping center in a commercial district. Therefore, the façade modifications 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. 2. The proposal is consistent with the purposes of Chapter 19.168, 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 in building scale should be avoided. A gradual transition related to height and bulk should be achieved between new and existing buildings. The scale of the buildings will be maintained with no changes to the height of the buildings. The façade modifications will maintain the same form of the existing structures with minor architectural features that are proposed to enhance the pedestrian experience. Therefore, there will be no abrupt changes in building scale related to height and bulk and no new buildings are being proposed. b) In order to preserve design harmony between new and existing building and in order to preserve and enhance property values, the materials, textures and colors of new building should harmonize with adjacent development by being consistent or compatible with design and color schemes with the future character of the neighborhoods 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. The façade modifications are harmonious with the existing building forms and proposes upgrades to the existing materials and colors and will not impact the future character of the neighborhood. The two new trash enclosures are located in areas not visible from the public right-of-way and designed to be compatible with the wood and steel aesthetic of the shopping center’s buildings. The proposed tree removals are due to poor health or poorly formed trees that will benefit replacement and will improve the aesthetics of the site for its users. Additional landscaping is being proposed to soften the edges of the development and to enhance existing landscaping at the site. No new lighting sources that could impact adjacent residential development is being proposed. Resolution No. 103 ASA-2018-10 February 28, 2019 Page 3 c) The number, location, color, size, height, lighting and landscaping of outdoor advertising signs and structures have been designed to minimize traffic hazard, positively affect the general appearance of the neighborhood and harmonize with adjacent development. The proposed Master Sign Program does not propose signage that will be traffic hazards. The signage requirements are consistent with the Sign Ordinance and previous Master Sign Programs and only proposes clarification images and tables to enhance the readability of the program and to include the façade changes of the buildings. 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 project is not a new development. The work proposed is to an existing commercial center’s facades and there are no changes proposed along the rear elevation adjoining the residential neighborhood to the south or the east. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of the maps, facts, exhibits, testimony, staff’s report and presentation, and other evidence submitted in this matter, subject to the conditions which are enumerated in this Resolution beginning on PAGE 3 thereof,: The application for a Architectural and Site Approval, Application no. ASA-2018-10 is hereby approved and that the subconclusions upon which the findings and conditions specified in this resolution are based and contained in the Public Meeting record concerning Application no. ASA-2018-10 as set forth in the Minutes of the Administrative Hearing Meeting of February 28, 2019 and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is based on the plan set drawn by Johnson Lyman Architects, Yamasaki Landscape Architecture, and RSC Engineering, Inc. entitled “McClellan Square 10425 South De Anza Blvd Cupertino” consisting of forty-eight (48) sheets, except as may be amended by conditions in this resolution. 2. ACCURACY OF PROJECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property Resolution No. 103 ASA-2018-10 February 28, 2019 Page 4 size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 3. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the first page of the building plans. 4. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file nos. TR-2019-05 and SP-2018-02 shall be applicable to this approval. 5. COVENANT DISCLOSURE The property is under a Cupertino planned development zoning and property purchasers should check with the City to determine the specific restrictions under the Planned Development Zone and related permits. 6. INGRESS/EGRESS EASEMENT The applicant shall obtain a reciprocal ingress/egress agreement from the adjacent property owner/s of 10495 S. De Anza Blvd. (APN 359-17-023). The agreement shall be approved by the City prior and recorded on the property as a covenant prior to issuance of building permits. 7. DEMOLITION REQUIREMENTS All demolished building and site materials shall be recycled to the maximum extent feasible, in accordance with the City’s Recycling and Diversion of Construction and Demolition Waste under Chapter 16.72 of the Cupertino Municipal Code. The applicant shall provide evidence that materials were recycled prior to issuance of final demolition permits. 8. STOREFRONT WINDOW DETAILS The storefront windows shall be kept open and transparent to the greatest extent possible. The final storefront design and window display shall be reviewed and approved by the Director of Community Development prior to issuance of building permits for tenant improvements. 9. EXTERIOR BUILDING MATERIALS/TREATMENTS The final building exterior plan shall closely resemble the details shown on the original approved plans. Final building exterior treatment plan (including but not limited to details on exterior color, materials, architectural treatments, doors, windows, lighting fixtures, and/or embellishments) shall be reviewed and approved Resolution No. 103 ASA-2018-10 February 28, 2019 Page 5 by the Director of Community Development prior to issuance of building permits to ensure quality and consistency. Any exterior changes determined to be substantial by the Director of Community Development shall either require a modification to this permit or a new permit based on the extent of the change. 10. GREENSCREENS AND ARTWORK The applicant will be required to install green screens or art pieces along the southern wall of 10465 S De Anza Blvd. and along the northern wall of 10495 S De Anza Blvd as indicated on pages A2.3 and A2.4 of the approved exhibits. Additional green screens are required and must be maintained on the eastern walls of the major tenant spaces as indicated on page A2.1 of the approved exhibits. 11. ARTWORK REVIEW REQUIRED All artwork to be installed within the project shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 12. BICYCLE PARKING The applicant shall provide bicycle parking and bike racks for the proposed project in accordance with the City’s Parking Regulations under Chapter 19.124 of the Cupertino Municipal Code. 13. OUTDOOR SEATING AREA LANDSCAPE DETAILS The final landscape planter box, fencing, landscaping, and patio area design shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. Additional landscaping/fencing, including, but not limited to, planter boxes, may be required prior to building permit issuance. 14. SHOPPING CART MANAGEMENT PLAN The final shopping cart corral location plan shall be evaluated by the Community Development Department prior to building permit issuance. Prior to issuance of final occupancy, the applicant shall submit a shopping cart management plan, including, but not be limited to, an ongoing cart retrieval program/contract, retrieval/complaint hotline, appropriate shopping cart return locations, and other theft prevention measures as determined to be appropriate by the Director of Community Development. 15. RESTAURANT ODOR ABATEMENT All new restaurants shall install odor abatement systems to reduce odor impacts from the restaurants to the adjacent community. The odor abatement systems shall be Resolution No. 103 ASA-2018-10 February 28, 2019 Page 6 installed prior to final occupancy of the associated restaurant(s). Detailed plans shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 16. FINAL LIGHTING VERIFICATION A lighting consultant shall conduct a photometric study to confirm that building and site lighting fixtures have been installed according to plan and in conformance with the City’s General Commercial and Parking Ordinance lighting standards. 17. LIGHTING INTENSITY ADJUSTMENT The City reserves the right to require the applicant to utilize dimming technology to adjust the lighting intensity of all lighting fixtures when deemed necessary. 18. TREE PROTECTION As part of the demolition or building permit drawings, a tree protection plan shall be prepared by a certified arborist for the trees to be retained. In addition, the following measures shall be added to the protection plan: • For trees to be retained, chain link fencing and other root protection shall be installed around the dripline of the tree prior to any project site work. • No parking or vehicle traffic shall be allowed under root zones, unless using buffers approved by the Project Arborist. • No trenching within the critical root zone area is allowed. If trenching is needed in the vicinity of trees to be retained, the City’s consulting arborist shall be consulted before any trenching or root cutting beneath the dripline of the tree. • Wood chip mulch shall be evenly spread inside the tree projection fence to a four-inch depth. • Tree protection conditions shall be posted on the tree protection barriers. • Retained trees shall be watered to maintain them in good health. • A covenant on the property shall be recorded that identifies all the protected trees, prior to final occupancy. The tree protection measures shall be inspected and approved by the certified arborist prior to issuance of building permits. The City’s consulting arborist shall inspect the trees to be retained and shall provide reviews prior to issuance of demolition, grading or building permits. A report ascertaining the good health of the trees mentioned above shall be provided prior to issuance of final occupancy. 19. LANDSCAPE PROJECT SUBMITTAL Prior to issuance of building permits, the applicant shall submit a full Landscape Documentation Package, per sections 14.15.050 A, B, C, and D of the Landscape Resolution No. 103 ASA-2018-10 February 28, 2019 Page 7 Ordinance, for projects with landscape area 500 square feet or more or elect to submit a Prescriptive Compliance Application per sections 14.15.040 A, B, and C for projects with landscape area between 500 square feet and 2,500 square feet. The Landscape Documentation Package or Prescriptive Compliance Application shall be reviewed and approved to the satisfaction of the Director of Community Development prior to issuance of building permits, and additional requirements per sections 14.15.040 D, E, F, and G or 14.15.050 E, F, G, H, and I will be required to be reviewed and approved prior to final inspections. 20. SOIL MANAGEMENT AND ANALYSIS REPORT A soils analysis report, per section 14.15.080, documenting the various characteristics of the soil (e.g. texture, infiltration rate, pH, soluble salt content, percent organic matter, etc.) and providing recommendations for amendments as appropriate to optimize the productivity and water efficiency of the soil shall be prepared. The soil analysis report shall be made available to the professionals preparing the landscape and irrigation design plans in a timely manner either before or during the design process. A copy of the soils analysis report shall be submitted to the Director of Community Development as part of the landscape documentation package. 21. LANDSCAPE AND IRRIGATION MAINTENANCE Per the Landscape Ordinance (CMC, Chapter 14.15), a maintenance schedule shall be established and submitted to the Director of Community Development or his/her designee, either with the landscape application package, with the landscape installation report, or any time before the landscape installation report is submitted. 22. LANDSCAPE INSTALLATION REPORT The project is subject to all provisions delineated in the Landscape Ordinance (CMC, Chapter 14.15). A landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not limited to: inspection to confirm that the landscaping and irrigation system are installed as specified in the landscape and irrigation design plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that causes overland flow, and preparation of an irrigation schedule. Resolution No. 103 ASA-2018-10 February 28, 2019 Page 8 The landscape installation report shall include the following statement: “The landscape and irrigation system have been installed as specified in the landscape and irrigation design plan and complies with the criteria of the ordinance and the permit.” 23. GRADING AND CONSTRUCTION HOURS AND NOISE LIMITS a) All grading activities shall be limited to the dry season (April 15 to October 1), unless permitted otherwise by the Director of Public works. b) Construction hours and noise limits shall be compliant with all requirements of Chapter 10.48 of the Cupertino Municipal Code. c) Grading, street construction, underground utility and demolition hours for work done more than 750 feet away from residential areas shall be limited to Monday through Friday, 7 a.m. to 8 p.m. and Saturday and Sunday, 9 a.m. to 6 p.m. Grading, street construction, demolition or underground utility work within 750 feet of residential areas shall not occur on Saturdays, Sundays, holidays, and during the nighttime period as defined in Section 10.48.053(b) of the Municipal Code. d) Construction activities shall be limited to Monday through Friday, 7 a.m. to 8 p.m. and Saturday and Sunday, 9 a.m. to 6 p.m. Construction activities are not allowed on holidays as defined in Chapter 10.48 of the Municipal Code. Night time construction is allowed if compliant with nighttime standards of Section 10.48 of the Cupertino Municipal Code. e) Rules and regulations pertaining to all construction activities and limitations identified in this permit, along with the name and telephone number of an applicant appointed disturbance coordinator, shall be posted in a prominent location at the entrance to the job site. f) The applicant shall be responsible for educating all contractors and subcontractors of said construction restrictions. The applicant shall comply with the above grading and construction hours and noise limit requirements unless otherwise indicated. 24. DUST CONTROL The following construction practices shall be implemented during all phases of construction for the proposed project to prevent visible dust emissions from leaving the site: a) Water all active construction areas at least twice daily and more often during windy periods to prevent visible dust from leaving the site; active areas adjacent to windy periods; active areas adjacent to existing land uses shall be kept damp at all times, or shall be treated with non-toxic stabilizers or dust palliatives. b) Cover all trucks hauling soil, sand, and other loose materials or require all trucks to maintain at least 2 feet of freeboard; Resolution No. 103 ASA-2018-10 February 28, 2019 Page 9 c) Pave, apply water at least three times daily, or apply (non-toxic) soil stabilizers on all unpaved access roads, parking areas and staging areas at construction sites. d) Sweep streets daily, or more often if necessary (preferably with water sweepers) if visible soil material is carried onto adjacent public streets. e) The applicant shall incorporate the City’s construction best management practices into the building permit plan set. 25. NOISE CONTROL Noise levels are not to exceed those listed in Chapter 10.48: Community Noise Control of the Cupertino Municipal Code, unless approved by special exception by the Noise Control Officer. The applicant may have to conduct future tests to verify they are complying with the ordinance at the request of the Community Development Director. 26. UTILITY STRUCTURE PLAN Prior to issuance of building permits, the applicant shall work with staff to provide a detailed utility plan to demonstrate screening or undergrounding of all utility structures [including, but not limited to backflow preventers (BFP), fire department connections (FDC), post-indicator valves (PIV), and gas meters] to the satisfaction of the Director of Community Development, Public Works, Fire Department, and applicable utility agencies. 27. TRANSFORMERS New electrical transformers, telephone cabinets and similar equipment shall be placed in underground vaults. The developer must receive written approval from both the Public Works Department and the Community Development Department prior to installation of any above ground equipment. Should above ground equipment be permitted by the City, equipment and enclosures shall be screened with fencing and landscaping such that said equipment is not visible from public street areas, as determined by the Community Development Department. Transformers shall not be located in the front or side building setback area. 28. SCREENING All mechanical and other equipment on the building or on the 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. Resolution No. 103 ASA-2018-10 February 28, 2019 Page 10 29. SITE IMPROVEMENTS All proposed site improvements shall be completed prior to final occupancy of any structures approved in conjunction with the project. 30. 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. 31. INDEMNIFICATION Except as otherwise prohibited by law, the applicant shall indemnify and hold harmless the City, its City Council, and its officers, employees and agents (collectively, the “indemnified parties”) from and against any claim, action, or proceeding brought by a third party against one or more of the indemnified parties or one or more of 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 attorneys’ fees and costs incurred in defense of the litigation. The applicant shall pay such attorneys’ fees and costs within 30 days following receipt of invoices from City. Such attorneys’ fees and costs shall include amounts 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 directly related to the litigation reasonably incurred by City. 32. 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. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPT. 33. STREET IMPROVEMENTS & DEDICATION Provide a roadway easement dedication and frontage improvements along the project to the satisfaction of the Director of Public Works. Street improvements may include, Resolution No. 103 ASA-2018-10 February 28, 2019 Page 11 but not be limited to, new sidewalk, driveways, curb and gutter, and street tree installation. Provide a 10’ wide temporary construction easement along McClellan Road and around the intersection. The City intends to widen a portion of McClellan Road for a future bicycle improvement project which may require modifications to on-site landscaping, irrigation, storm drain systems, and driveway conforms. The existing 12” SD line will be within the future roadway easement area along S. De Anza Blvd. City will issue a revocable encroachment permit to allow the storm line to remain in place. 34. 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. 35. DRAINAGE Any on-site drainage modifications shall be provided to the satisfaction of the Director of Public Works. All storm drain inlets shall be clearly marked with the words “No Dumping – Flows to Creek” using permanently affixed metal medallions or equivalent, as approved by the Environmental Programs Division. 36. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino providing for payment of fees, including but not limited to checking and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed prior to issuance of construction permits. Fees: a. Checking & Inspection Fees: Per current fee schedule ($7,105) b. Storm Drainage Fee: Per current fee schedule ($9,471 per AC) c. Street Tree By Developer Bonds: - Faithful Performance Bond: 100% of Off-site and On-site Improvements - Labor & Material Bond: 100% of Off-site and On-site Improvement - On-site Grading Bond: 100% of site improvements. Resolution No. 103 ASA-2018-10 February 28, 2019 Page 12 The fees described above are imposed based upon the current fee schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building permit in the event of said change or changes, the fees changed at that time will reflect the then current fee schedule. 37. TRASH, RECYCLING AND COMPOST ENCLOSURES Trash enclosure plans must be designed in accordance with the City’s “Public Works Guidelines posted at www.cupertino.org/nowaste, and to the satisfaction of the Environmental Programs Manager. Clearance by the Public Works Department is required prior to obtaining a building permit. (CMC 9.18.210 H & K) Applicant shall enter into an agreement with the City that indemnifies and holds harmless both the City and the refuse and recycling collection company (Recology) from and against any harm, damage or maintenance that may occur or become necessary to onsite paving stone driveway surfaces. 38. OPERATIONS & MAINTENANCE AGREEMENT Developer shall enter into an Operations & Maintenance Agreement with the City prior to final occupancy. The Agreement shall include the operation and maintenance for non-standard appurtenances in the public road right-of-way that may include, but is not limited to, sidewalk, pavers, and street lights. 39. WATER BACKFLOW PREVENTERS Domestic and Fire Water Backflow preventers and similar above ground equipment shall be placed away from the public right of way and site driveways to a location approved by the Cupertino Planning Department, Santa Clara County Fire Department and the water company. 40. 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. 41. EROSION CONTROL PLAN Developer must provide an approved erosion control plan by a Registered Civil Engineer. This plan should include all erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans. Resolution No. 103 ASA-2018-10 February 28, 2019 Page 13 42. TRAFFIC CONTROL PLAN The developer must submit a traffic control plan to be approved by the City. The plan shall include a temporary traffic control plan for work in the right of way as well as a routing plan for all vehicles used during construction. All traffic control signs must be reviewed and approved by the City prior to commencement of work. The City has adopted Manual on Uniform Traffic Control Devices (MUTCD) standards for all signage and striping work throughout the City. 43. STREET TREES Street trees shall be planted within the Public Right of Way to the satisfaction of the Director of Public Works and shall be of a type approved by the City in accordance with Ordinance No. 125. 44. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 45. SANTA CLARA COUNTY FIRE DEPARTMENT A letter of clearance for the project shall be obtained from the Santa Clara County Fire Department prior to issuance of building permits. Clearance should include written approval of the location of any proposed Fire Backflow Preventers, Fire Department Connections and Fire Hydrants (typically Backflow Preventers should be located on private property adjacent to the public right of way, and fire department connections must be located within 100’ of a Fire Hydrant). 46. CALIFORNIA WATER SERVICE COMPANY CLEARANCE Provide California Water Service Company approval for water connection, service capability and location and layout of water lines and backflow preventers before issuance of a building permit approval. 47. DEDICATION OF UNDERGROUND WATER RIGHTS Developer shall “quit claim” to the City all rights to pump, take or otherwise extract water from the underground basin or any underground strata in the Santa Clara Valley. 48. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 49. STORM DRAIN INLET MARKERS All exterior storm drain inlets on the property shall be clearly marked with “No Dumping Flows to Creek” or “No Dumping Flows to Bay” markers. Resolution No. 103 ASA-2018-10 February 28, 2019 Page 14 50. FULL TRASH CAPTURE SYSTEM The developer will be responsible for installing a full trash capture system/device to capture trash from the onsite storm drain before the storm water reaches the City owned storm drain system. A full capture system or device is a single device or series of devices that traps all particles retained by a 5 mm mesh screen and has a design treatment capacity of not less than the peak flow rate Q resulting from a one-year, one-hour storm in the sub-drainage area (see Municipal Regional Permit section C.10 for further information/requirements). A Maintenance Agreement and certification of ongoing operation and maintenance of the devices in accordance with the manufacturer’s recommended specifications is required. 51. WASTE AND DELIVERIES MANAGEMENT PLAN A detailed refuse and truck delivery plan shall be prepared by the applicant. The plan shall specify locations of trash facilities, refuse, recycling and organics (food scraps and paper) pick up frequency and truck access. All trash facilities must be screened and enclosed to the satisfaction of the Public Works Department and Environmental Programs Manager. One set of three (3) permanent public waste bins shall be installed in the outdoor seating area and labeled “trash”, “recycling”, and “food scraps”. The public bins will be maintained by the businesses as specified in CMC 9.18.210 (P) and 9.18.215. The final Waste Management Plan shall be submitted to the City for review and approval prior to issuance of building permits. 52. REFUSE TRUCK ACCESS Developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development and trash, recycling and compost enclosures. Plans for access must be reviewed and approved by the City’s franchised refuse collector. SECTION V: CONDITIONS ADMINISTERED BY THE BUILDING DEPT. 53. ACCESSIBLE STALLS AND PATH OF TRAVEL Provide an accessible path-of-travel to the trash enclosure; and provide an accessible path-of-travel from the public right-of-way and accessible parking spaces to the building entrances per 2016 California Building Code. SECTION VI: CONDITIONS ADMINISTERED BY SANTA CLARA COUNTY FIRE DEPT. 54. FIRE APPARATUS ACCESS LANES & FIRE HYDRANTS Property owner will be required to indicate on the plans: a. All fire apparatus access lanes, their dimensions and turning raddi. All fire lanes shall be marked and maintained in accordance with Santa Clara Resolution No. 103 ASA-2018-10 February 28, 2019 Page 15 County Fire Department Standard Details and Specifications #A-6. Dimensions and radii shown (Sheets C3.0 and C3.1) to conform with SCCFD A- 6. b. The dimensions of the new trash enclosure and that it will not encroach into a fire apparatus access lane. Trash enclosures to be sprinkled – sheets C3.0 and C3.1, Key Note 22. Concrete pad to be flush with asphalt surface, no obstruction issues noted – Sheet C3.0, Key Notes 28 and 29. c. A detail of the area along the storefronts to include the proposed planter boxes and their relationship to any fire apparatus access lanes. Dimensions and Key Note 30 on Sheets C3.0 and C3.1 indicate a 20’ wide fire lane will be maintained and marked to conform with SCCFD A-6. d. All fire hydrant locations. Hydrant locations noted on Intterra appear to coorespond appropriately with fire access roadways. Field verify no obstructions exist. PASSED AND ADOPTED this 28th day of February, 2019 at a noticed Public Meeting of the Administrative Hearing Officer of the City of Cupertino, State of California, held by the Director of Community Development, or his or her designee, pursuant to Cupertino Municipal Code Section 19.12.120. ATTEST: APPROVED: /s/Ellen Yau /s/Benjamin Fu Ellen Yau Benjamin Fu Associate Planner Acting Director of Community Development k' Vicinit-y Map APN#359,-017,-019 M i MI L r, V - Q WNWIFIFIFFROMW L 40 0anRoCn 7 v41, 1C 10425 Solt Proiect Descri-Dtion lell4an Saualre h De Anza Blvd CuiDertino The proposed design renovates the existing facade with new illuminated signage on a wood slat and metal frame background, as well as new colors for the entire center, new composition shingle roof and new composite siding at certain locations, green screens and planters. A new Food Hall is proposed, with new storefront and decorative art mural, with a new seating area with enclosure. A new plaza is proposed between the two existing pads, and new landscaping is proposed throughout. Site PdirkinA SUMMd1r North Existing Parking = 397 cars Proposed Parking = 396 cars Q-",) Project Team Developer Brownian Development Conipan-y 156 Parkside Drive Walnut Creek, California 94596 925.588.2219 Architect Johnson L -y man Architects 1575 Locust St., x'202 Walnut Creek, CA 94596 925.950.9690 925.950.9039 fax Lcandsceape Architect Civi Yamasaki Landscape Architecture RSC Engineering, Inc. Brian Pantiga Roger Wilson 1225 High Street 2250 Douglas Blvd, x'150 Auburn, California Roseville, CA 95661 530) 885-0040 office 916.788.2884 530) 885--0042 fax Architectural eet lnclex LandScai3e AO Cover Sheet PHI Existing Photos LO.1 Notes PI Rendering LIJ Hardscape Plan A P2 Rendering L1.2 Hardscape Plan B P3 Rendering L1.3 Hardscape Plan C CI Site Plan L1.4 Hardscape Plan D CIA Parking AnalL sis A2.1 Elevations L2.1 Irrigation Plan A A21A Food Hall EntrLj L2.2 Irrigation Plan B A2.1B Ex. Elevations L2.3 Irrigation Plan C A2.2 Elevations L2.4 Irrigation Plan D A.2.2B Ex. Elevations L2.5 Water Calcs A2.3 Elevations L3.1 Planting Plan A A2.3B Ex. Elevations L3.2 Planting Plan BA2.4 Elevations A2.4B Ex. Elevations L33 Planting Plan C A3 Refuse Enclosure L3.4 Planting Plan D CB Color/Materials L3.5 Soils Report L3.6 Plant Photos L4.1 Hardscape Details L4.2 Irrigation Details L4.3 Planting Details Civil CI.O Note Sheet C2.0 Demolition Plan C2.1 Demolition Plan C3.0 Site Plan C3.1 Site Plan C4.0 Grading Plan C4.1 Grading Plan C5.0 Storm Drain C6.0 Erosion Control Plan C6.1 Erosion Control Details C7.0 Detail Sheet A 0 2.4.19 010 0 mmm i LOT 10, TRACT 3407 I w 161 MAPS 2-3 o U I APN: 359-16-001 LEE JEN TR/TR f• b -- 0 ---- u III- IIiI, IIF ' i.4 l. R it II II II •' I41 I 13 13 13 j9111 11I P(C_'ONE SYDELL K AND SALLY R & CHIEN-CHIH BAHL AMIT K TAM HUONG NGOC AND NANCY J mart---- __-------= --- E55I --=--------------------------- --------------- -- 1-------------- -------------- -z===r---------- ------ ------ --= _ _=_•--`-'__=_^^-- ax.--arca=sxaaa=-sv--accts---=cc=c===-===9===- te== 3;aEV T2 IIIII " Hyl•_; I., 7 s" II I _ sem------------ J.- 77- T fl 1 4 I VACANT S V P7-A C7 E99 Ranch FV J Rz II 4 BUILDING FOOD BUILDING C _. 13 13 TWO-STORY MASONRY 9UILDING HALL) TYCO -STORY 13 13 MASONRY BUILDING 10455 S. DE ANZA 10-425 S. DE ANZA JN JILDJI 1 ABLvD. AM SONR Y BUILDING E-57f)12Y IF iOO it rl hope10457-10497S I-1 r-, Irk rl I S. DE ANZA BLVD. 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DE ANZA 195 MAP 37 :I II ¢ u II i1110 BLVD. II APN: 359-17-023 _li ;i 1 N • III hl NORTHWEST DE of ` I: y 6 i No + III ANZA ASSOCIATES 1. ' 9 II i 1. II 1 495 S. DE ANZA BLVD. 11 71 Lz=— A FO Ve .. 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DE ANZA 10-425 S. DE ANZA JN JILDJI 1 ABLvD. AM SONR Y BUILDING E-57f)12Y IF iOO it rl hope10457-10497S I-1 r-, Irk rl I S. DE ANZA BLVD. I 11 II y 1D o iIli' 13 I fi l B l>L- II... j I g n + t 16 IIi I Ill.` u I1.11 fll,•: •-I fl I II rel J II I I g 35' LANDSCAPE & I H 1 BUILDING I I: ' SETBACK r 18 II m I.Ir• II IQD r M r r a Z X 0 a 0 03'05"E I 4 I 11 2 rnGn { r ` 10 l 1 Vh 1 q it II CL13 13 13 II F p N F _----- V 6 13 g 7 10 17 1 $ 11 13 17 11 10 7 9 13 9 6 11 LAj I 6 6 Pr E-- 1 11 --_---- - - - .. • o . Q ... - - nom-- ---_- r-----, I1 14 .1 J 6 6 fi s I i n r • r_ n_ n_ n fog 0'F * II J F-1 II PC7. FAR EAST BANK I 104 55 S, DE ANSA I, BLVD. V mat '1 II II II II II II II II N II II 11 n II II 1, II II II II II II II II 71 II II II II p II u i1 11 II II II II II II II II IV II 71 II II I, P p II Il II II II II II II II II II II r II 11 II II II II II li II II u II II 1k ]I I[ 11 II ,I II 11 II w k co 0,' B yam r=====___ I 326 MAPS 53 13 II APN: 359-17-019 II 21CALIREALESTATEII ,I II 1 ,I 11 Lr =='_- ----- PARTNERSHIP ii iE n ii r t ONE_ T P'y 3 1 p , ,.f ii u ii , I I 5 41 11 MASONRY BUILDING 71 _II N I 103a5 S. DE ANZA 195 MAP 37 :I II ¢ u II i1110 BLVD. II APN: 359-17-023 _li ;i 1 N • III hl NORTHWEST DE of ` I: y 6 i No + III ANZA ASSOCIATES 1. ' 9 II i 1. II 1 495 S. DE ANZA BLVD. 11 71 Lz=— A FO Ve .. A v \WX z- -18 — _ _ I 1 19 19 CA 3 2 , ' ` SQSi"9-E- fi'1R88' .'.• •.. r— a r`-- ---- t r ----- ----- -- T . p N40'0705"W – 120.0 I CY I s 03 515.02 • – – a.. . . 3=r=-s Y - - .;-- —--rY4=rr==-= :s=s=_ _r t -s '}fir=t=rr' N00•D1 00 –_ -r;_s-----T=– _ -- y--- _ —__--- '---- __ • ------ _s__•s____i– s=----------- 2 1)2 r3 2Icn [il O 9 Pl• 30 0 15 30 sal 1 inch = 30 ft. rrr r• — NI VIII II I fll — 111 d Ill rIl R SII III z n I > fTl mz C4 N 0 U" UnLu Z v i ii Q p CA 411 771 1 a$ III > n N 0 II Ij U1m ri r u ni 112an Iu XI11tl IN JILH iu SII w u II I1 NII JI, 111 G I o J1 0' III III p I FII c> n Lo > n h I J la M cn a n L31 II JI uiII ul J11 III II IIV NIn IIIIII NI N II nl. II I 2 I I ml I I I I I I v1 01 I I KEYNOTES 0 RECONSTRUCT DRIVEWAY NEW ADA RAMP NEW SIDEWALK G NEW TRASH ENCLOSURE 5 NEW PLAZA AREA WITH TABLES AND CHAIRS NEW RAISED CONCRETE PLANTER BOX t:J NEW BENCH NEW RAISED CONCRETE PLANTER BOX WITH SEATING G NEW POTTED PLAJNTERS 10 NEW WASTE TRIO RECEPTACLE 11 NEW BIKE RACKS (10 RACKS/2 STALLS PER RACK) 12 NEW DOOR 13 EXISTING DOOR (TO REMAIN) 14 RESTRIPE ADA UNLOADING AREA TO BE 8' WIDE AND RESTRIPE ADA STALL 15 RESTRIPE PARKING STALLS (5 TOTAL) 16 NEW RAILING AT BACK OF CURB 17 PROPOSED SHOPPING CART CORRALS 18 EXISTING MONUMENT SIGN 19 NEW PLAZA AREA WITH BENCHES 20 PROPOSED SLIDING GATE AND FENCE 21 EXISTING BIKE STALLS (5 TOTAL) Parldng Stall & Bice Rack Data U IIl Z MAX A LLOWA BLE OUTDOOR SEATS j?v V1 00 10445 99 Ranch Market Place (125/4) 14,000 ALTO BII m Q0 r I I SQ FT TAC 6'3 f STALLS to 1,583 5 c a S. DE ANZA BOULEVARD 4,421 99 Ranch Market General - 1/250 SF (Auto) 29,000 116 6 10425 SDO'03'05"E 695.00' General - 1/5,000 SF (Bike) 1$0.00' — N0 NO'U'01W00"W) General - 11250 SF (Auto) 15,600 62 O 9 Pl• 30 0 15 30 sal 1 inch = 30 ft. rrr r• — NI VIII II I fll — 111 d Ill rIl R SII III z n I > fTl mz C4 N 0 U" UnLu Z v i ii Q p CA 411 771 1 a$ III > n N 0 II Ij U1m ri r u ni 112an Iu XI11tl IN JILH iu SII w u II I1 NII JI, 111 G I o J1 0' III III p I FII c> n Lo > n h I J la M cn a n L31 II JI uiII ul J11 III II IIV NIn IIIIII NI N II nl. II I 2 I I ml I I I I I I v1 01 I I KEYNOTES 0 RECONSTRUCT DRIVEWAY NEW ADA RAMP NEW SIDEWALK G NEW TRASH ENCLOSURE 5 NEW PLAZA AREA WITH TABLES AND CHAIRS NEW RAISED CONCRETE PLANTER BOX t:J NEW BENCH NEW RAISED CONCRETE PLANTER BOX WITH SEATING G NEW POTTED PLAJNTERS 10 NEW WASTE TRIO RECEPTACLE 11 NEW BIKE RACKS (10 RACKS/2 STALLS PER RACK) 12 NEW DOOR 13 EXISTING DOOR (TO REMAIN) 14 RESTRIPE ADA UNLOADING AREA TO BE 8' WIDE AND RESTRIPE ADA STALL 15 RESTRIPE PARKING STALLS (5 TOTAL) 16 NEW RAILING AT BACK OF CURB 17 PROPOSED SHOPPING CART CORRALS 18 EXISTING MONUMENT SIGN 19 NEW PLAZA AREA WITH BENCHES 20 PROPOSED SLIDING GATE AND FENCE 21 EXISTING BIKE STALLS (5 TOTAL) Outdoor atin Parldng Stall & Bice Rack Data TENANT SQ IFT MAX A LLOWA BLE OUTDOOR SEATS T+OTA L OUTDOOR SEATS PROVIDED 10445 99 Ranch Market Place (125/4) 14,000 ALTO BII SUITE TENA NP Use SQ FT PA RIQNG STALLS Royal Cuisine (26 Seats) 1,583 5 REQ'D R 'D 4,421 99 Ranch Market General - 1/250 SF (Auto) 29,000 116 6 10425 11 General - 1/5,000 SF (Bike) 0e o= L0N CVS/Pharmacy General - 11250 SF (Auto) 15,600 62 3 10455 General - 1/5,000 SF (Bike) 99 Ranch Market Place (125/4 + Restaurant without separate bar - 10,000 41 5 10445 10 employees) 114 seats + 1/employee Food Hall Restaurant - 112,000 SF (bike} Far East Bank General - 1/250 SF 5760 23 1 10465 General - 1/5,000 SF (Bike) Chipolie Mexican Grill (101 Seats - Restaurant w/o separate bar - 4,000 37 2 10385 12 Employees) 1/4 seats + 1/employee Restaurant - 1/2,000 SF (Bike) Hong Yun Art General - 11250 SF 1773 7 0 10457 General - 1/5,000 SF (Bike) De Anza Pure Water General - 11250 SF 450 2 0 10467 General - 1/5,000 SF (Bike) Blue Sea Wellness General - 1/250 SF 1,252 5 0 10475 General - 1/5,000 SF (Bike) Royal Cuisine (26 Seats - 4 Restaurant without separate bar - 1,583 1347:7-A Employees) 1/4 seats + I/employee 11 1 Restaurant - 1/2,000 SF (Bike) Fluff & Fold Laundromat General - 1/250 SF 1,391 6 0 10477-B General - 1/5,000 SF (Bike) Dental Medical - 1/175 SF 1,500 9 0 10493 General - 1/5,000 SF (Bike) Bull BBQ (123 Seats - 5 Employees Restaurant without separate bar - 4,421 36 2 10497 1/4 seats + 1/employee Restaurant - 1/2,000 SF (Bike) Easterly Hunan (54 Seats - 3 Restaurant without separate bar - 2,524 17 1 10495 Employees) 1/4 seats + 1/employee Restaurant - 1/2,000 SF (Bike) Flex College Prep (6 employees, 5 Schools - 1/4 students + 1/1 staff 2,955 12 1 10495 students) or 1/250 SF whichever i5 more restrictive Schools - 1 per 5 Students Total 82.209 383 hosting Pa rldng Stalls 397 Proposed Parking Stalls 396 Total Bice Stals Required 24 EAsting Bilge Stalls at Chipotle 5 New Bice Stalls Required 1.9 Mw Bike Stalls Proposed 20 Outdoor atin SUa7E TENANT SQ IFT MAX A LLOWA BLE OUTDOOR SEATS T+OTA L OUTDOOR SEATS PROVIDED 10445 99 Ranch Market Place (125/4) 14,000 25 14 10385 Chipotle Mexican Grill (101 Seats) 4,000 20 12 10477-A Royal Cuisine (26 Seats) 1,583 5 10497 Bull BBQ (123 Seats) 4,421 25 00 10495 Easterly Hunan (54 Seats) 2,524 it 11 I= Z ZWZ h L 0Z 0=I4 WWFm W0 0U loss 019-016 DRAWN BY: Q CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng WU-) O pop r. rn x Q L MILE M0 on0 00 N 000 0e o= L0N N O Cr CL oQ oF S. ss Nq Fn o.2903 - or. 3 019 yk V0- P l£ Off- CALF PROJECT NO: 019-016 DRAWN BY: Q CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng WU-) O pop r. rn x Q L M0 00 N 000 o= L0N N O Cr CL PROJECT NO: 019-016 DRAWN BY: RSC Engr CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng h w C) r LL r y W IIl Z Cd o o Qr:o r: Go>t a qj ] K qermo LV Z tm4Z I• is. Q J 0WLU d W rr-o0 r of U) W o LO r X W oq 0 r SHEET TITLE SITE PLAN SUBMITTAL. SHEEP N0. C1 aF 7 DATE: FEBRUARY 4, 2019 Food Fall New Plaster Trim 99 Ranch Market r CVS Food Hall ` " En`° East Elevation S',A2'^ P-,;,,,+ FY; c+;, -,es Now Composition Shingle Roof Nrnw Cnn-161n+ 1/8,r =1,o« New Wood Slat Sign Band 1 -- East Elevation - 99 Ranch Market 1/8„ =1,of, New Composite C'. 1. New Green Screen dint Existing olumns Paint Existing Concrete Block New 4` high Wood Slat Sliding Gete & Fence JOHNSON LYMAN ARCHITECTS 1375 Locust Street, #202, Walnut Creek, CA 94596 925.930.9690 930.9039 fax East Elevations Overall LIJOC dAOmY'FLA N DEYE LOPMEW 1:13ia p"T, AC C I I I a n S q Ll Proposed ci Y e Majors Elevations 2.4.19 Ll JOHNSON LYMAN ARCHITECTS 1375 Locust Street, #202, Walnut Creek, CA 94596 925.930.9690 930.9039 fax Section A - Food Hall POTENTIAL ' UNIT 5/A4.1 \ FOOD l 103PREPARATION AREA 500 S.F. POTENTIAL FIXEDI, = SEAT, TYP. 5/A4." SA Z199- 099 ection Section A Plan - Food Hall Entr r 4 _ II4 r rr _ IrO r ipjOC BAOmY 'FLA N DEYE LOPMEW 1:13ia P"T- AC Cielia 1 Squaire Food Hall Entry A2,61A 2.4.19 20'-U'+/- O. Parapet Existing East Elevation r Overall JOHNSON LYMAN ARCHITECTS 1375 Locust Street, #202, Walnut Creek, CA 94596 925.930.9690 930.9039 fax Existing Concrete Tile L.xistin$ Loncrete dock Existing Wood Trim Existing TI -11 siclin / 1 11 (to remain) Existiil6 East Elevation,- CVS / PharmacLj &Food Hall 1/8" =1'-0" Existing Concrete Tile Existing Wood Trim (to be removed Existing T1r11 siding Existing Storefront Existing Concrete Block fn Y 111aii 1+n 1^ri vtavvintrt:iA 1 1Tn Y(aillai1'1) 1Tn YCanlaiT1 Y16' = r -o" B,OC 1dA0a4'#L4N DEVELOPMEW 1:13ia P"T- AC Existin8 East Elevation Ag Ranch Market 1/8" =1'-0" CV5 Pharmacy 1,111 NEEN C I e I I 1 S 99 Ranch Market 32'-0" +/- T.O. Parapet Existin,g 1,l a ir e Majors Elevations 32'-4" +/ T.O. Parapet 24'-0" +/- T.T.O. Parapet 2.4.19 JOHNSON LYMAN ARCHITECTS 1375 Locust Street, #202, Walnut Creek, CA 94596 925.930.9690 930.9039 fax South Elevation 1/8"= 1' 0" East Elevation ej i) ic 7j d:iOmY'#L4N DEYE LOPMEWIf U13id PAAT- AC 1/8.- 1 off C I I I 1 S Proposed 1,1 a ir e Shops Elevations 2.4.19 Existing Concrete Block to ren1din) Existing South Elevation Shops Existin8 Storefront to ren1din) 1/8" = f-0° Existin6 T1r11 siding fn lit' YOM nvnc-1 ) Shops CVS Pharmacy JOHNSON LYMAN ARCHITECTS 1375 Locust Street, #202, Walnut Creek, CA 94596 925.930.9690 930.9039 fax Existing East Elevation f Shops UAOmY'FLA N DEYE LOPMEITF 4013id pAP,If, INC 1/8" = T-0" Ciell S Existin,g 1,1 a ir e Shops Elevations 2.4.19 Paint E.xistinsi New Composite East Elevatl'*on 1/8"- 10" New Composition South Elevation 1/8"= 1' 0" JOHNSON LYMAN 11L' ARCHITECTS 1375 Locust Street, #202, Walnut Creek, CA 94596 925.930.9690 930.9039 fax dMOmY'#L4N DEYE LOPhIEWF 1:13ia P"T- AC c111 Internallil New wood Slat Sign Band Illuminated Signage with metal frame N—„ North Elevatl'*on I/8"= 1' 0" 25'6" Paint Existing Concrete Block New Composition Shingles i R'm West Elevation 1/8._ x, 0 rr Squ 24'0" New Composite Siding Proposed ci i e Bank Elevat ions 2.4.19 Existin6 Concrete Tile Existin8 Roof & Trellis to be removed) ( to be removed) Existing East Elevation Bank 1/8 rr = lrrorr Existin8 Concrete Block to Yenlclin) Existin,q North Elevation Bank Existing Concrete Tile EX1St111$ Storefront Existin8 Concrete Block to be removed) (to remain) (to remain) Existin8 ROOF Trellis Existing South Elevation r Bank JOHNSON LYMAN ARCHITECTS 1375 Locust Street, #202, Walnut Creek, CA 94596 925.930.9690 930.9039 fax 1dA0a4'#L4N DEVELOPMEW 1:13ia P"T- AC 1/8rr = lrrorr C I e I I S q 1/8 rr = lrrorr Existin8 Concrete Block to remain) Existin8 TIr11 siding Ex i s t i n west Elevation r Bank Existin8 1,1 a ir e Bank Elevat 411 ons 1/8 rr = 1r"orr 2.4.19 New Composition East Elevatl'*on 1/8"- 10" Paint Existing Plaster New Composition South Elevation 1/8"= 1' 0" JOHNSON LYMAN ARCHITECTS 1375 Locust Street, #202, Walnut Creek, CA 94596 925.930.9690 930.9039 fax i?jOC dMOmY 'FLA N DEYE LOPhIEWF 1:13ia P"T- AC New Composite North Elevati*on I/8"= 1' 0" New wood Stat Sign Band with metal frame West Elevation 1/8._ x, 0 rr cPropose Pad 1-k1eII V q 1,1 a ir e Elevations 2.4.19 Existin$ Storefront Existing Standing Sea Ill to remain) Metal Roof (to be removed) Existin$ Plaster Existing East Elevation r Pad A Existin8 Standing Seam Existin8 Plaster Metal Roof (to be removed) 1/8 If =1rr0rr Existin8 Plaster ExistinA South Elevation Pdd A JOHNSON LYMAN ARCHITECTS 1375 Locust Street, #202, Walnut Creek, CA 94596 925.930.9690 930.9039 fax 1dA0a4'#L4N DEVELOPMEWIf 1:13ia P"T- AC 1/8rr = 1r, -Orf Existin8 Plaster Existin8 Plaster to be removed (to Remain Existing North Elevation r Pad A 1/8rr = 1r,-0Orr r, n. r F • _, • - DI ExistinA West EleVdtion P -e Pdd A C I e I I Squaire 1/8rr = 1r, -Orr Existin,g Pact A Elevations 2.4.19 CANE HOLDING PIN, - Y4"O ROD, WELDED TO ANGLE, PAINT ROUND BAR DROP LATCH — MAX DIA TO BE O.8" VERIFY), PAINT X 3/4"10 STEEL PIPE SLEEVE – VERIFY 0.824 INSIDE DIA) DROP BAR STOP, 1/4"0 ROD WELDED TO BAR DET4 f LS OD(STAIN) MOUNTED TO 2" ANGLE IRON FRAME - (PAINT) 2 "x 211x Y4" ANGLE FRAME, MITER CORNERS, PAINT SLAB 4 RE INF, SEE PLAN 2"=1'-0" GATE HINGE 9 8" FROM TOP 4 BTM OF GATE, WELD LOWER PORTION OF EA HINGE TO HSS 4 UPPER PORTION OF EA HINGE TO GATE HSS4x4x1/4 1/4"x2" STEEL PLATE BRACE, SEE 11/TE2 GATE FRAME, SIM TO 11/TE2 WOOD (STAIN) SEE 10/TE2 GATE LATCH G 42" AFF. MAX flET4 I L JOHNSON LYMAN ARCHITECTS 1375 Locust Street, #202, Walnut Creek, CA 94596 925.930.9690 930.9039 fax HSSroxroxl/4 L24x3/16, SEE 10/TE2 WOOD (STAIN) SEE 10/TE2 L1 1/2 "xi 1/2 "x3/16 " GATE FRAME, SIM TO 11/TE2 F i?j dAOmY'FLA N DEYE LOPhIEWF 1:13iaP"T_ AC 20'-8" 1'-211 1. 18'-411 PREFINISHED METAL11 /I' ROOFING TE2 r- 6" BOLLARD/GATE POST FILLED w/ GONG I I PAINT), TYP II ti2) GATES - 2" ANGLE WELDED ANGLE IRON - PAINT) WITH WOOD'STAIN) 511 CANE BOLT, SEE DETAIL 1/TE1 91-011 9'-011 18'-O" FRONT ELEV4710N 1/4"=,'-o" 11-211 I_711 I I IAI_AII I I 11_7" C -CHANNEL - (PAINT) 10'-011 T.O. COLUMN a'-O" 40- T.O. SCREEN 4" X 4" TUBE STEEL COLUMN - (PAINT) 1/4" x 2" STEEL STRAP AT REAR FACE OF DOOR WELD TO STEEL ANGLE AT CORNERS - (PAINT) 01-8" T.O. CONC CURB FINISH GRADE 1'-O" WIDE X 6" TALL CONCRETE CURB 101-01, 6 d a'-O" ROOFING I I T.O. SCREEN I I I I I I 4" X 4" TUBE STEEL COLUMN - (PAINT) a WOOD (STAIN) MOUNTED TO 2" ANGLE IRON FRAME - I I I I I I I II II II II 91 T.O. CONC CURB d d FINISH GRADE 811 61_011 / 1_011 / 1_011 CJ CJ 1'-O" WIDE X 8" TALL CONCRETE CURB d Q d a a d dd d 2"=1'-0" GATE HINGE 9 8" FROM TOP 4 BTM OF GATE, WELD LOWER PORTION OF EA HINGE TO HSS 4 UPPER PORTION OF EA HINGE TO GATE HSS4x4x1/4 1/4"x2" STEEL PLATE BRACE, SEE 11/TE2 GATE FRAME, SIM TO 11/TE2 WOOD (STAIN) SEE 10/TE2 GATE LATCH G 42" AFF. MAX flET4 I L JOHNSON LYMAN ARCHITECTS 1375 Locust Street, #202, Walnut Creek, CA 94596 925.930.9690 930.9039 fax HSSroxroxl/4 L24x3/16, SEE 10/TE2 WOOD (STAIN) SEE 10/TE2 L1 1/2 "xi 1/2 "x3/16 " GATE FRAME, SIM TO 11/TE2 F i?j dAOmY'FLA N DEYE LOPhIEWF 1:13iaP"T_ AC 20'-8" 1'-211 1. 18'-411 PREFINISHED METAL11 /I' ROOFING TE2 r- 6" BOLLARD/GATE POST FILLED w/ GONG I I PAINT), TYP II ti2) GATES - 2" ANGLE WELDED ANGLE IRON - PAINT) WITH WOOD'STAIN) 511 CANE BOLT, SEE DETAIL 1/TE1 91-011 9'-011 18'-O" FRONT ELEV4710N 1/4"=,'-o" 11-211 I_711 I I IAI_AII I I 11_7" C -CHANNEL - (PAINT) 10'-011 T.O. COLUMN a'-O" 40- T.O. SCREEN 4" X 4" TUBE STEEL COLUMN - (PAINT) 1/4" x 2" STEEL STRAP AT REAR FACE OF DOOR WELD TO STEEL ANGLE AT CORNERS - (PAINT) 01-8" T.O. CONC CURB FINISH GRADE 1'-O" WIDE X 6" TALL CONCRETE CURB 14' -611 4"x4" TUBE STEEL COLUMN - (PAINT), I TYP (8) PLACES n C -CHANNEL - (PAINT) 101-01, T.O. COLUMN PREFINISHED METAL a'-O" ROOFING I I T.O. SCREEN I I I I I I 4" X 4" TUBE STEEL COLUMN - (PAINT) 13 WOOD (STAIN) MOUNTED TO 2" ANGLE IRON FRAME - I I I I I I I PAINT) II II II II 91 T.O. CONC CURB II II II II F1711-7 FINISH GRADE 811 61_011 / 1_011 / 1_011 CJ CJ 1'-O" WIDE X 8" TALL CONCRETE CURB RE4R ELE\, 110040 f®N 14' -611 4"x4" TUBE STEEL COLUMN - (PAINT), I TYP (8) PLACES n 6" BOLLARD/GATE POST - (PAINT), TYP 2" ANGLE gGLE IRON - H IPE - (STAIN) FLOOR PL4N 1/4"=1'-0" 6" BOLLARD / GATE POSTS - (PAINT), TYP WOOD(STAIN), MOUNTED TO 2" ANGLE IRON FRAME - PAINT), TYP HSS6x&x1/4 COLUMN - PAINT) 15'-Ool" lo MAN GATE, SEE 2/TEl PREFINISHED METAL ROOFING r -- II I I I I I I II I II II I I I I I I II I II II I I I I II I II II II I II I II II I I I I I I II II I I I I I I II u II I I II 1'-O" WIDE X 8" TALL 8" 21_p11 31_811 / 1_211 CONCRETE CURB I K/ 12'-411 LEFT ELEV4Tf®N 15' -01I 11_'11 1 1i I_II , 11_11 7T ---------------------------------L—_ PREFINISHED METAL ' ROOFING 2) GATES BEYOND - 2" ANGLE WELDED ANGLE IRON - (PAINT) WITH IPE - STAIN) 6" BOLLARD/GATE ' POST FILLED w/ CONIC I1 PAINT), TYP IIEI I I II u 111 1.1 II 61_211 / 1_211 12'-411 KJ Z f CAH T ELE\00004T f ®N C -CHANNEL - (PAINT) 10'-011 T.O. COLUMN V-81-01, T.O. SCREEN 4" X 4" TUBE STEEL COLUMN - (PAINT) WOOD(STAIN) MOUNTED TO 2" ANGLE IRON FRAME - (PAINT) O'-8" T.O. CONC CURB 01-0'I FINISH GRADE 611 BOLLARD/GATE POST FILLED w/ CONC PAINT), TYP C -CHANNEL - (PAINT) 101-01, T.O. COLUMN 8'-0" T.O. SCREEN II I I 411 X 4" TUBE STEEL COLUMN -IPAINT) WOOD (STAIN) MOUNTED TO 1 2" ANGLE IRON FRAME - PAINT) I T.O. GONG CURB 1 01_011 FINISH GRADE 1'-O" WIDE X 8" TALL CONCRETE CURB 1/4"-1'-011 Refuse ]Enclosuire At Pad B and Rear of Shops A3 2.4.19 1'-O" WIDE X 8" TALL CURB 473' 13 CLR 21-411 31_011 MIT CURB 9 MAN GATE 6" BOLLARD/GATE POST - (PAINT), TYP 2" ANGLE gGLE IRON - H IPE - (STAIN) FLOOR PL4N 1/4"=1'-0" 6" BOLLARD / GATE POSTS - (PAINT), TYP WOOD(STAIN), MOUNTED TO 2" ANGLE IRON FRAME - PAINT), TYP HSS6x&x1/4 COLUMN - PAINT) 15'-Ool" lo MAN GATE, SEE 2/TEl PREFINISHED METAL ROOFING r -- II I I I I I I II I II II I I I I I I II I II II I I I I II I II II II I II I II II I I I I I I II II I I I I I I II u II I I II 1'-O" WIDE X 8" TALL 8" 21_p11 31_811 / 1_211 CONCRETE CURB I K/ 12'-411 LEFT ELEV4Tf®N 15' -01I 11_'11 1 1i I_II , 11_11 7T ---------------------------------L—_ PREFINISHED METAL ' ROOFING 2) GATES BEYOND - 2" ANGLE WELDED ANGLE IRON - (PAINT) WITH IPE - STAIN) 6" BOLLARD/GATE ' POST FILLED w/ CONIC I1 PAINT), TYP IIEI I I II u 111 1.1 II 61_211 / 1_211 12'-411 KJ Z f CAH T ELE\00004T f ®N C -CHANNEL - (PAINT) 10'-011 T.O. COLUMN V-81-01, T.O. SCREEN 4" X 4" TUBE STEEL COLUMN - (PAINT) WOOD(STAIN) MOUNTED TO 2" ANGLE IRON FRAME - (PAINT) O'-8" T.O. CONC CURB 01-0'I FINISH GRADE 611 BOLLARD/GATE POST FILLED w/ CONC PAINT), TYP C -CHANNEL - (PAINT) 101-01, T.O. COLUMN 8'-0" T.O. SCREEN II I I 411 X 4" TUBE STEEL COLUMN -IPAINT) WOOD (STAIN) MOUNTED TO 1 2" ANGLE IRON FRAME - PAINT) I T.O. GONG CURB 1 01_011 FINISH GRADE 1'-O" WIDE X 8" TALL CONCRETE CURB 1/4"-1'-011 Refuse ]Enclosuire At Pad B and Rear of Shops A3 2.4.19 3 o 30 6 oa Z 0 K N N O05a CITY OF CUPERTINO GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (LATEST EDITION, AS AMENDED), AND STANDARD PLANS (LATEST EDITION, AS AMENDED), AND CITY OF CUPERTINO STANDARD DETAILS. THE CONTRACTOR SHALL PERFORM THE WORK DESCRIBED IN THE SPECIFICATION AND AS SHOWN ON THE DRAWINGS, AND TO THE SATISFACTION OF THE CITY ENGINEER. 2. APPROVAL OF THESE PLANS SHALL NOT RELEASE THE OWNER OR CONTRACTOR OF THE RESPONSIBILITY FOR CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION OF IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO STANDARD DETAILS OR THESE IMPROVEMENTS PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER OR CONTRACTOR. 3. APPROVAL OF THESE PLANS BY THE CITY ENGINEER IS ONLY FOR PUBLIC RIGHT-OF-WAY IMPROVEMENTS (INCLUDING STORM DRAIN IN THE RIGHT-OF-WAY), AND NOT FOR WATER, SEWER OR DRY UTILITIES. IT IS THE DEVELOPER'S/OWNER'S RESPONSIBILITY TO COORDINATE REVIEWS AND APPROVAL FROM EACH OF THE UTILITY COMPANIES AND TO PROVIDE APPROVAL LETTERS AS REQUESTED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE APPROVED PLANS OR THE LATEST REVISED PLANS ARE FURNISHED TO ITS SUBCONTRACTORS, AND TO ENSURE THE LATEST APPROVED PLANS ARE ONSITE AT ALL TIMES DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CUPERTINO PUBLIC WORKS INSPECTOR TWO (2) WORKING DAYS PRIOR TO REQUIRING AN INSPECTION. CALL (408) 777-3104 TO SCHEDULE PUBLIC WORKS INSPECTIONS. 6. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL BE INSTALLED PRIOR TO BEGINNING OF WORK. 7. NOTIFY CITY OF CUPERTINO TRAFFIC SIGNAL MAINTENANCE FOR INSPECTION OF TRAFFIC SIGNAL FACILITY FOUNDATION EXCAVATIONS AT 408) 777-1366, TWO (2) WORKING DAYS PRIOR TO POURING ANY CABINET OR SIGNAL FOUNDATIONS RELATING TO THE JOB. 8. THE CONTRACTOR SHALL LOCATE UNDERGROUND FACILITIES IN THE AREA OF WORK. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 TWO (2) WORKING DAYS IN ADVANCE OF ANY WORK FOR LOCATION OF THE UNDERGROUND FACILITIES. 9. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND BACKFILLED BEFORE PLACEMENT OF THE BASE MATERIAL AND SURFACE STRUCTURES. IF UTILITIES ARE TO BE INSTALLED SUBSEQUENTLY, A WRITTEN NOTIFICATION FROM THE AFFECTED UTILITY COMPANY INDICATING ITS COMMITMENT TO BORE OR TUNNEL SHALL BE SUBMITTED TO THE CITY ENGINEER BEFORE PROCEEDING WITH THE WORK. UNDERGROUND UTILITIES, EXCEPT STORM DRAINS AND SANITARY SEWERS, SHALL NOT BE PERMITTED IN PAVEMENT AREA, WITH THE EXCEPTION OF STREET CROSSINGS, UNLESS APPROVED BY THE CITY ENGINEER. 10. ALL WATER LINES, VALVES, HYDRANTS, AND APPURTENANCES THERETO INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE THE PROPERTY OF THE WATER UTILITY COMPANY. 11. STORM DRAIN LINES INSTALLED AS PART OF THE WORK ON THESE PLANS SHALL BE CLEARED OF ALL DEBRIS AND OBSTRUCTIONS PRIOR TO FINAL ACCEPTANCE. 12. ALL TRENCH BACKFILL, FILL AREAS, AND BASE MATERIAL SHALL ATTAIN A MINIMUM 95% RELATIVE COMPACTION. FOR TYPICAL TRENCH SECTIONS, EXCEPT FOR SANITARY SEWERS, REFER TO THE CITY STANDARD DETAILS. 13. THE DEVELOPER SHALL PAY ALL COSTS FOR MOISTURE -DENSITY CURVES CALIF. TEST NO. 216E) AND ANY OTHER TESTS REQUIRED BY THE CITY ENGINEER DURING STREET CONSTRUCTION. 14. TREES, ROOTS, AND FOREIGN MATTER IN EXISTING OR PROPOSED RIGHT-OF-WAY SHALL BE REMOVED TO A DEPTH OF TWO (2) FEET BELOW SUBGRADE AND DISPOSED OF PER CALTRANS STANDARDS. IN THE CASE OF LIVE TREE ROOTS FROM THE CITY STREET TREES, CONTRACTOR SHALL CONTACT THE CITY FOR FIELD OBSERVATION PRIOR TO REMOVING TREE ROOTS. 15. TRENCH PLATES IN THE TRAVELED WAY SHALL BE TRAFFIC RATED, PROPERTY SECURED AND SHALL BE RECESSED UPON THE REQUEST OF THE DIRECTOR OF PUBLIC WORKS. 16. ALL TRENCHES LOCATED WITHIN 5' OF THE EDGE OF PAVEMENT (I.E. CURB, LIP OF GUTTER, EDGE OF PAVEMENT, ETC.) SHALL BE REPAVED TO THE EDGE OF PAVEMENT. 17. ALL NEW PAVEMENT SHALL MATCH THE EXISTING PAVEMENT SECTION. A MINIMUM PAVEMENT SECTION OF 3" AC/6" CLASS 2 AB IS REQUIRED. 18. EXISTING PAVEMENT THAT IS REMOVED OR DAMAGED SHALL BE REPLACED AS REQUIRED BY THE CITY ENGINEER. 19. MANHOLE FRAMES AND COVERS SHALL BE BROUGHT TO FINISH GRADE PRIOR TO FINAL SIGNOFF. 20. FIVE (5) WORKING DAYS PRIOR TO INSTALLING PERMANENT STRIPING, THE CONTRACTOR SHALL CAT TRACK THE STRIPING AND REQUEST REVIEW OF THE CAT TRACKS BY THE CITY TRAFFIC ENGINEER. THE CITY ENGINEER SHALL HAVE THE RIGHT TO MAKE CHANGES IN THE LOCATION OF THE ALIGNMENT OF TRAFFIC STRIPES, PAVEMENT MARKINGS, AND PAVEMENT MARKERS. 21. CONCRETE FOR USE IN ALL CONCRETE STRUCTURES SHALL CONFORM TO CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 90. DROP INLETS, SIDEWALKS, CURBS AND GUTTERS SHALL CONTAIN 590 IBS OF CEMENT PER CUBIC YARD AND SHALL ATTAIN A MINIMUM STRENGTH OF 3,000 PSI IN 28 DAYS. 22. DROP INLETS SHALL BE CONSTRUCTED CONFORMING TO CITY STANDARD DETAILS UNLESS OTHERWISE NOTED ON THE PLANS. IF GRATE OPENINGS ALIGN WITH DIRECTION OF PATH OF TRAVEL, OPENINGS SHALL BE NO WIDER THAN ih". DROP INLETS SHALL BE INSTALLED CONCURRENT WITH THE CONSTRUCTION OF THE CURB AND GUTTER. "NO DUMPING FLOWS TO THE BAY" PLAQUE SHALL BE INSTALLED ON THE CURB ADJACENT TO ALL INLETS. 23. A MINIMUM THICKNESS OF SIX (6) INCHES OF CONCRETE SHALL BE REQUIRED FOR COMMERCIAL DRIVEWAY APPROACHES AND FIVE (5) INCHES FOR RESIDENTIAL. THE DRIVEWAY APPROACH SHALL BE INSTALLED CONCURRENT WITH THE CONSTRUCTION OF THE CURB AND GUTTER. 24. ONE POUND OF DISPERSING BLACK SHALL BE MIXED WITH EACH CUBIC YARD OF CONCRETE AT THE BATCH PLANT. 25. CITY STANDARD STREET LIGHTS SHALL BE INSTALLED AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS, AND SHALL CONFORM TO THE CITY STANDARD DETAILS AND NOTES. DURING CONSTRUCTION OPERATIONS, TEMPORARY STREET LIGHTING SHALL BE PROVIDED AS NECESSARY TO ENSURE THE PUBLIC SAFETY. TEMPORARY STREET LIGHTS SHALL BE INSTALLED AT THE DISCRETION OF, AND TO THE SATISFACTION OF, THE DIRECTOR OF PUBLIC WORKS. 26. CITY STANDARD STREET MONUMENTS SHALL BE CONSTRUCTED AT THE LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE CITY ENGINEER. 27. NEW CITY STANDARD STREET MONUMENTS AND OTHER PERMANENT MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BEFORE ACCEPTANCE OF THE IMPROVEMENTS BY THE CITY ENGINEER. ATTENTION IS DIRECTED TO SECTION 8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE FOR THE REQUIREMENTS CONCERNING SURVEY MONUMENTS. EXISTING SURVEY MONUMENTS SHALL BE LOCATED AND REFERENCED BY OR UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER PRIOR TO CONSTRUCTION OPERATIONS, AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY SURVEYOR OF THE COUNTY OF SANTA CLARA. EXISTING SURVEY MONUMENTS SHALL BE RESET TO FINISH GRADE, AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY SURVEYOR OF THE COUNTY OF SANTA CLARA PRIOR TO THE RECORDING OF THE CERTIFICATE OF COMPLETION FOR THE PROJECT. 28. CONSTRUCTION SURVEY STAKES OR MARKS (CONTROL STAKES) TO ESTABLISH LINES AND GRADES SHALL BE SET BY THE CONTRACTOR'S SURVEYOR OR ENGINEER. 29. NOTIFY THE CITY INSPECTOR TWO (2) WORKING DAYS IN ADVANCE OF REQUIRING SERVICES FOR CHECKING FIELD STAKING. THREE (3) COPIES OF THE CUT SHEETS SHALL BE FURNISHED TO THE CITY INSPECTOR. 30. GRADING OF LOTS SHALL BE COMPLETED AS DETERMINED BY THE CITY ENGINEER, AS SHOWN ON THE PLANS, AND SHALL FOLLOW REQUIREMENTS AND STANDARDS AS SET FORTH IN THE CITY STANDARD GRADING AND DRAINAGE NOTES. 31. DEMOLITION OF SEPTIC TANKS SHALL CONFORM TO SANTA CLARA COUNTY ENVIRONMENTAL HEALTH DEPARTMENT REGULATIONS. WORK SHALL BE DONE PRIOR TO CONSTRUCTION. GENERAL NOTES: 1. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CONSULTING ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE CONSULTING ENGINEER. 2. ALL MATERIALS, METHODS, AND WORKMANSHIP SHALL CONFORM TO THE CITY OF CUPERTINO STANDARDS, LATEST EDITION, AND CALTRANS, LATEST EDITION (RANK SHALL BE IN ABOVE LISTED ORDER WHERE DISCREPANCIES EXIST). ALL WORK IS SUBJECT TO APPROVAL OF THE OWNER OR AN AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR CONFORMANCE WITH PROJECT SPECIFICATIONS WILL BE REQUIRED FOR ALL MATERIALS USED ON THE PROJECT UNLESS SPECIFICALLY WAIVED BY THE ENGINEER. 3. APPROVAL OF THE OWNER AND/OR THEIR AUTHORIZED REPRESENTATIVE, IS REQUIRED ON COMPLETED WORK PRIOR TO: (A) PLACING OF ANY CONCRETE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF ASPHALT CONCRETE; (D) BACKFILLING TRENCHES FOR PIPE. WORK DONE WITHOUT SUCH APPROVAL SHALL BE AT THE CONTRACTOR'S RISK. SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT FOR A PRE -CONSTRUCTION CONFERENCE 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. ALSO, CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 48 -HOURS PRIOR TO COMMENCING WORK AND 24 HOURS PRIOR TO RESUMPTION AFTER INTERRUPTION. REQUESTS FOR INSPECTION OF PUBLIC FACILITIES SHALL BE GIVEN 48 -HOURS IN ADVANCE, AND BE PERFORMED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 5. THE CITY SHALL BE NOTIFIED 72 HOURS IN ADVANCE AND PROVIDED WITH A WORKPLAN PRIOR TO CONNECTING TO EXISTING PUBLIC INFRASTRUCTURE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF EXISTING PUBLIC AND PRIVATE IMPROVEMENTS WITHIN THE WORK AREA AND SHALL ADEQUATELY BARRICADE PROJECT TO KEEP THE GENERAL PUBLIC FROM THE SITE. ANY DAMAGE TO CITY OR PRIVATE IMPROVEMENTS SHALL BE REPLACED BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION 7. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. HOWEVER, RSC ENGINEERING, INC., CONSULTING CIVIL ENGINEER, HEREINAFTER DESIGNATED AS THE ENGINEER, ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND UTILITIES, NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH ARE NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS HEREBY NOTIFIED THAT PRIOR TO COMMENCING CONSTRUCTION, HE/SHE IS RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES INVOLVED AND REQUESTING A VISUAL VERIFICATION OF THE LOCATIONS OF THEIR UNDERGROUND FACILITIES SHOWN ON THESE IMPROVEMENT PLANS. THE ENGINEER SHALL BE NOTIFIED BY THE CONTRACTOR OF THE SCHEDULED TIME AND PLACE OF SUCH VISUAL VERIFICATION TO ENABLE SAID FIRM TO HAVE A REPRESENTATIVE PRESENT. SHOULD A CONFLICT BECOME APPARENT, THE ENGINEER WILL CONTACT THE PARTIES RESPONSIBLE FOR THE RELOCATION OF THE CONFLICTING FACILITY. CONTRACTOR TO VERIFY TIE-INS TO EXISTING UTILITIES AND CONFLICTS AT START OF CONSTRUCTION AND NOTIFY RSC ENGINEERING, INC. OF ANY CHANGES. 8. THE CONTRACTOR SHALL EXPOSE THE END OF EXISTING GRAVITY LINES FOR SURVEYOR TO VERIFY LOCATION AND DEPTH OF FACILITIES A MINIMUM 48 HRS PRIOR TO CONNECTION OF PROPOSED UTILITY. ALL COSTS FOR SUCH EXCAVATION SHALL BE INCLUDED IN PRICES FOR VARIOUS ITEMS OF WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY DISCREPANCY FROM THE INFORMATION SHOWN ON THE PLANS 9. THE CONTRACTOR SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE GROUND AND UNDERGROUND, AS NECESSARY FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 10. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, & ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE. ANY BURNING ON SITE SHALL BE SUBJECT TO LOCAL ORDINANCES 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ALL CONFLICTS, ERRORS, OMISSIONS, ETC. TO THE CONSULTING ENGINEER IMMEDIATELY UPON DISCOVERY. IF SO DIRECTED BY THE ENGINEER OR CITY ENGINEER, THE CONTRACTOR SHALL STOP WORK UNTIL A MITIGATION CAN BE MADE, ANY COSTS INCURRED RESULTING FROM CONTRACTOR'S FAILURE TO STOP WORK AS DIRECTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 15. ALL CONTRACTORS USING TEMPORARY "HAUL AWAY" TYPE CONTAINERS OR TEMPORARY SANITARY FACILITIES SHALL BE RESPONSIBLE FOR THE BUSINESS LICENSES FOR USE OF SUBJECT FACILITIES. 16. THE CONTRACTOR SHALL DELIVER ALL CONSTRUCTION RELATED REFUSE COLLECTED TO A CITY APPROVED FACILITY/SITE. 17. NO TRENCH WITHIN THE CITY RIGHT OF WAY AND PUBLIC UTILITY EASEMENT SHALL REMAIN OPEN OVERNIGHT AND/OR ON WEEKENDS. 18. ALL IRRIGATION TRENCHES LEFT OPEN ADJACENT TO SIDEWALKS AND CURBS SHALL BE COVERED OR BACKFILL AT THE END OF EACH WORKING DAY. 19. PONDING WATER BETWEEN THE BUILDING PAD AND THE BACK OF WALK WILL NOT BE PERMISSIBLE. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING 'AS -BUILT' DRAWINGS UPON COMPLETION OF THE CONSTRUCTION TO THE ENGINEER AND THE OWNER. 21. IF ANY SIGNIFICANT HISTORICAL CULTURAL OR ARCHAEOLOGICAL ATRIFACTS OR SUBSURFACE FEATURES (I.E. BURIAL SITES) ARE UNCOVERED DURING CONSTRUCTION, ALL SUCH CONSTRUCTION WITHIN 100 YARDS SHALL IMMEDIATELY CEASE UNTIL SUCH TIME A QUALIFIED ARCHAEOLOGIST, EMPLOYED AT THE APPLICANT'S EXPENSE AND WITH CITY APPROVAL, HAS EXAMINED AND ASSESSED THE VALUE OF THE ARTIFACT(S) AND MAKES A RECOMMENDATION AS HOW BEST TO PROCEED. IN SUCH AN EVENT, THE APPLICANT SHALL NOT RECOMMENCE CONSTRUCTION UNTIL WRITTEN AUTHORIZATION TO PROCEED HAS BEEN GIVEN BY THE CITY. IF BONE IS UNCOVERED, STATE LAW REQUIRES THAT THE NATIVE AMERICAN HERITAGE COMMISSION IN SACRAMENTO AND THE PLACER COUNTY CORONER'S OFFICE BE NOTIFIED IMMEDIATELY. ADA NOTE THE CONTRACTOR SHALL ENSURE THAT ALL WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL ARE CONTINUOUSLY ACCESSIBLE (INCLUDING INSTALLATION OF TEMPORARY WALKWAYS), HAVE A MAXIMUM OF 1/4" CHANGES IN ELEVATION, ARE A MINIMUM 48" IN WIDTH, HAVE A MAXIMUM 1/4" PER FOOT CROSS SLOPE AND WHERE NECESSARY TO CHANGE ELEVATION AT A SLOPE EXCEEDING 5% SHALL HAVE RAMPS COMPLYING WITH CBC SECTION 11 B-405. WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE, COMPLYING WITH CBC SECTION 1113-705.1.1 AND 11 B-705.1.2.5, AND ANY OTHER APPLICABLE ADA AND TITLE 24 REQUIREMENTS. ALL DISABLED UNLOADING SPACES AND ASSOCIATED LOADING ZONES SHALL HAVE CROSS SLOPES NOT TO EXCEED 2% IN ANY DIRECTION. CIVIL SHEET INDEX 12. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT 0 CHECKED BY: OF OTHERS ON THE SITE. THE CONTRACTOR SHALL HAVE A 0 RSC Eng RESPONSIBLE PARTY, WHO SHALL HAVE THE AUTHORITY TO REPRESENT C1.0 NOTE SHEET AND ACT FOR THE CONTRACTOR, ON THE JOB SITE DURING WORKING C2.0 DEMOLITION PLAN HOURS. C2.1 DEMOLITION PLAN 13. THE CONTRACTOR SHALL BE HELD RESPONSIBLE TO SEE THAT ALL C3.0 SITE PLAN SUBCONTRACTORS AND SUPPLIERS HAVE CURRENT CITY BUSINESS C3.1 SITE PLAN LICENSES. THE WORK WILL NOT BE ACCEPTED FOR COMPLETION UNTIL y 0120 CO mM00 SUBMITTAL OF A COMPLETE LIST WITH LICENSE NUMBERS TO THE CITY. C4.0 GRADING PLAN cn C4.1 GRADING PLAN 14. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ANY C5.0 STORM DRAINCURRENTLYAPPLICABLESAFETYLAWOFANYJURISDICTIONALBODY. FOR q) INFORMATION REGARDING THIS PROVISION, THE CONTRACTOR IS DIRECTED C6.0 EROSION AND SEDIMENT TO CONTACT THE STATE OF CALIFORNIA, DIVISION OF OCCUPATIONAL w CONTROL PLAN SAFETY AND HEALTH ADMINISTRATION (CAL OSHA). THE CONTRACTOR C6.1 EROSION CONTROLSHALLBERESPONSIBLEFORALLBARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. D ETAI LS FOR ALL TRENCH EXCAVATIONS FIVE (5) FEET OR MORE IN DEPTH, THE C7.0 D ETAI L SHEET CONTRACTOR SHALL OBTAIN A PERMIT FROM CAL OSHA PRIOR TO BEGINNING ANY EXCAVATION. A COPY OF THIS PERMIT SHALL BE ZZWZ AVAILABLE AT THE CONSTRUCTION SITE AT ALL TIMES. 15. ALL CONTRACTORS USING TEMPORARY "HAUL AWAY" TYPE CONTAINERS OR TEMPORARY SANITARY FACILITIES SHALL BE RESPONSIBLE FOR THE BUSINESS LICENSES FOR USE OF SUBJECT FACILITIES. 16. THE CONTRACTOR SHALL DELIVER ALL CONSTRUCTION RELATED REFUSE COLLECTED TO A CITY APPROVED FACILITY/SITE. 17. NO TRENCH WITHIN THE CITY RIGHT OF WAY AND PUBLIC UTILITY EASEMENT SHALL REMAIN OPEN OVERNIGHT AND/OR ON WEEKENDS. 18. ALL IRRIGATION TRENCHES LEFT OPEN ADJACENT TO SIDEWALKS AND CURBS SHALL BE COVERED OR BACKFILL AT THE END OF EACH WORKING DAY. 19. PONDING WATER BETWEEN THE BUILDING PAD AND THE BACK OF WALK WILL NOT BE PERMISSIBLE. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING 'AS -BUILT' DRAWINGS UPON COMPLETION OF THE CONSTRUCTION TO THE ENGINEER AND THE OWNER. 21. IF ANY SIGNIFICANT HISTORICAL CULTURAL OR ARCHAEOLOGICAL ATRIFACTS OR SUBSURFACE FEATURES (I.E. BURIAL SITES) ARE UNCOVERED DURING CONSTRUCTION, ALL SUCH CONSTRUCTION WITHIN 100 YARDS SHALL IMMEDIATELY CEASE UNTIL SUCH TIME A QUALIFIED ARCHAEOLOGIST, EMPLOYED AT THE APPLICANT'S EXPENSE AND WITH CITY APPROVAL, HAS EXAMINED AND ASSESSED THE VALUE OF THE ARTIFACT(S) AND MAKES A RECOMMENDATION AS HOW BEST TO PROCEED. IN SUCH AN EVENT, THE APPLICANT SHALL NOT RECOMMENCE CONSTRUCTION UNTIL WRITTEN AUTHORIZATION TO PROCEED HAS BEEN GIVEN BY THE CITY. IF BONE IS UNCOVERED, STATE LAW REQUIRES THAT THE NATIVE AMERICAN HERITAGE COMMISSION IN SACRAMENTO AND THE PLACER COUNTY CORONER'S OFFICE BE NOTIFIED IMMEDIATELY. ADA NOTE THE CONTRACTOR SHALL ENSURE THAT ALL WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL ARE CONTINUOUSLY ACCESSIBLE (INCLUDING INSTALLATION OF TEMPORARY WALKWAYS), HAVE A MAXIMUM OF 1/4" CHANGES IN ELEVATION, ARE A MINIMUM 48" IN WIDTH, HAVE A MAXIMUM 1/4" PER FOOT CROSS SLOPE AND WHERE NECESSARY TO CHANGE ELEVATION AT A SLOPE EXCEEDING 5% SHALL HAVE RAMPS COMPLYING WITH CBC SECTION 11 B-405. WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE, COMPLYING WITH CBC SECTION 1113-705.1.1 AND 11 B-705.1.2.5, AND ANY OTHER APPLICABLE ADA AND TITLE 24 REQUIREMENTS. ALL DISABLED UNLOADING SPACES AND ASSOCIATED LOADING ZONES SHALL HAVE CROSS SLOPES NOT TO EXCEED 2% IN ANY DIRECTION. O QVF ESS/ONq\ S. o.29033 1r YMar. 3L-'2019 / V 019-016 DRAWN BY: 0 CHECKED BY: 0 0 RSC Eng 0 W o w w 2 ol 7 X F-{ n o T 10 y 0120CO mM00 0 - cn WOQN 5000 D 00 r l o q) U N o N O w NCL ZZWZ z 0 0 V) w 0 w a 0 aaaaa z O QVF ESS/ONq\ S. o.29033 1r YMar. 3L-'2019 / V 019-016 DRAWN BY: 0 CHECKED BY: 0 DESIGNED BY: RSC Eng 0 W 0000 w 2 ol 7 X F-{ n o T 10 y 0120CO mM00 00cn WOQN 5000 D 00 r l o q) U N o N O w NCL PROJECT NO: 019-016 DRAWN BY: RSC Engr CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng ti n O O o LL L6 W Ln Z o Ocy OtiD H'tiO0>vJ Y/ n m Z 0 ca4z H a L:- z J J a W Q J ooLua uj Ott q rx v C Lu o N Lf) qv tiWO O Tom SHEET TITLE NOTE SHEET SUBMITTAL NO. 2 SHEET N0. cl 00 OF 11 DATE: DECEMBER 3, 2018 LOT 10, TRACT 3407 LOT 20, TRACT 3407 161 MAPS 2-3 161 MAPS 2-3 APN: 359-16-01011359-1r-026APN: LEE JEN TR/TR PICCONE SYDELL K t_ s r F TTT r nl "1w ns m GL lh Ch (h - b • A daGt w m : LOT 21, TRACT 3407 LOT 22, TRACT 3407 LOT 24, TRACT 3407 161 MAPS 2-3 161 MAPS 2-3 LOT 23, TRACT 3407 161 MAPS 2-3 APN: 359-16-027 APN: 359-16-028 161 MAPS 2-3 APN: 359-16-030 RENC JO S C ANG CHIEN-HSIUNC APN' 9-16-029 NSU EN LEE HOAI ANDFHHNH35Y AND SALLY R & CHIEN-CHIH BAHL AMIT K TAM HIJONG NCOC Noo-o3'os"w I ss5. r baa MIF 7 II ll IIIII n IIII O I II VACANT SPACF' l EUT LJRE Eoof) I14LL) III I, - __- - - I Y m w Gl N N wWWWWWV m Cp m ICU r Clt GI W m (fl v lV w A I $- - = r _ F1 n _ II IIo• CI Illi II d. 4till m / , li Iii I ii -%`ny w m to I l ll mto C4 ul A W W Oa. tnQu to to i W J jj II w L41/ ' m y p4 m Lft w m' m ti Lft q0% Iii 1 i In ._Ir] ,. r (O -m.. 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II I I IIII „I ( I l'i II Ilii I I JJ V III Nca Nio'` "' CP Np O y N . 315_Pz- - -- lr, -- xisting Pa rlc lg an = 397 ars I I / Bg0VO4 414 DEVELOPMEWF -COM PAVIT 114C c111 LOi 21, TRACT 3407 LOT 22, TRACT 3107 LOT 10, TRACT 3467 LOT 20, TRACT 3407 161 MAPS 2-3 161 MAPS 2-3 LOT 23, TRACT 3407 161 MAPS 2-3 f 151 MAPS 2-3 APN: 358-16-027 APN: 359-16-026 161 MAPS 2-3 APN: 359-16-001 APN: 359-16-025 FRENCH JOHN S CHANG CHIEN-HSIONG 1 APIA: 359-16-029 LEE JEN TR PICCONE SYOELL K AND SALLY R &CHIEN-CHIN 6AHL AMIT K N09'99b5'W 666.W F-=---------_____ I I - F' mob. L J mIBwwwlwws'' mi toC4 C4coIcn Vum w.m'm W I 4 - IiT 356 363 L355 37D --+ i III. IIII 357 362 386 371 L -E L IIII Ii 356 3fi1 3S7 ill; I I 359 36b 36B r- 373 I -- Il L1 Ill 1 n f n C I I IIIII III 1 III zj rb Illi-a 0 oiaoz III I.' 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LOT 24, TRACT 3407 LOT 25, TRACT 3407 LOT 26, TRACT 3407 161 MAPS 2-3 161 MARS 2-3 161 (AAPS 2-31-032 APN, 359-15-030 APN: 359-16-031 LAODOSNNA TR/TR NGOYEN LEE HOAI AND NEMEC ROBERT R TAM HUONG NGOC I AND NANCY J a o I I I I I w cis m eu ca w'I I I I Ij a II II II wiu - Q mi illp 307 30S iii P P NN I II 3 iil p 9 Ilii q E J14- - y III I - L " O" Ilii 2E ii OEGiO q' 1 I W 13 I l l ry c7sy I Ij ` ti¢. is Illi 'f L sF' C' ll I N q I Ni ll yam ra y gs9s 9 1 1 9s 8 moo s s qps 4 qas figs kgs 09s pya ss I um, p 01 I, aq Ot, r JI 'u q li ii a ..ss .. y I IIItt +q is j 6 p2 12 X52 6qIIIqYs ` ilZolfo ll II 7 R i% k uLITEpE iiFit EASEMENT _ Q 9 . II q UTILITY KI1\ I i i Iii i' ' -z$'= d`-__ . lov o p ' ,I o !` it ^ Iii ' Qq - !`"' 4..'t'j. Ia ;.•,ww .__- _ _ -T r L—.— m it' .! it II 1 3 r ESQ II t - 11 baa- II N Z `U ° e, P FAR FA67 SA N% o n __ 1n4s5 s. f)E ANZA eLvn. ll •+ s j1 (p .W W R (n ds. 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LOT 25, TRACT 3407 LOT 25, TRACT 3407 161 MAPS 2-3 161 MAPS 2-3 APN' 359-16-032APN: 359-16-031 - TNEMEAODONNAROBERTRNATR R r AND NANCY J i= ----------- 1 0 I, w w of cs'I _ 00 I I•la ml IowI - II i1 30811ii y 307111 I r 306 c II N 311 gggg` a'99 to mss ; — - 6 s I _ s . - ll gs g Ilil II ll q s oj II .SBS Ilii > i 11 ort V r 1.02 zys; " G ggs gg2 g2 tatqps ams: aA G'10 figs qa I 40s fps 2 2Sp £gs az2$s I 2 'U ap gps 243 s1 "' 2gs ` Is 00% I 2 eyi gp2 2y! Asa Ogs ' 91 g 2 y SO2 Ivo z 6ys vZ2 gys I y(2, (LZ ( I n Fil II Cf12', 1 L C7N[-STLIRY L $ ii 11 I ' wF10jVkY SL11LI1NG o g 70385 5. f1E ANz.4 Ili SLVL7. II I I IIII „I ( I l'i II Ilii I I JJ V III Nca Nio'` "' CP Np O y N . 315_Pz- - -- lr, -- xisting Pa rlc lg an = 397 ars I I / Bg0VO4 414 DEVELOPMEWF -COM PAVIT 114C c111 LOi 21, TRACT 3407 LOT 22, TRACT 3107 LOT 10, TRACT 3467 LOT 20, TRACT 3407 161 MAPS 2-3 161 MAPS 2-3 LOT 23, TRACT 3407 161 MAPS 2-3 f 151 MAPS 2-3 APN: 358-16-027 APN: 359-16-026 161 MAPS 2-3 APN: 359-16-001 APN: 359-16-025 FRENCH JOHN S CHANG CHIEN-HSIONG 1 APIA: 359-16-029 LEE JEN TR PICCONE SYOELL K AND SALLY R &CHIEN-CHIN 6AHL AMIT K N09'99b5'W 666.W F-=---------_____ I I - F' mob. L J mIBwwwlwws'' mi toC4 C4coIcn Vum w.m'm W I 4 - IiT 356 363 L355 37D --+ i III. IIII 357 362 386 371 L -E L IIII Ii 356 3fi1 3S7 ill; I I 359 36b 36B r- 373 I -- Il L1 Ill 1 n f n C I I IIIII III 1 III zj rb Illi-a 0 oiaoz III I.' 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LOT 24, TRACT 3407 LOT 25, TRACT 3407 LOT 26, TRACT 3407 161 MAPS 2-3 161 MARS 2-3 161 (AAPS 2-31-032 APN, 359-15-030 APN: 359-16-031 LAODOSNNA TR/TR NGOYEN LEE HOAI AND NEMEC ROBERT R TAM HUONG NGOC I AND NANCY J a o I I I I I w cis m eu ca w'I I I I Ij a II II II wiu - Q mi illp 307 30S iii P P NN I II 3 iil p 9 Ilii q E J14- - y III I - L " O" Ilii 2E ii OEGiO q' 1 I W 13 I l l ry c7sy I Ij ` ti¢. is Illi 'f L sF' C' ll I N q I Ni ll yam ra y gs9s 9 1 1 9s 8 moo s s qps 4 qas figs kgs 09s pya ss I um, p 01 I, aq Ot, r JI 'u q li ii a ..ss .. y I IIItt +q is j 6 p2 12 X52 6qIIIqYs ` ilZolfo ll II 7 R i% k uLITEpE iiFit EASEMENT _ Q 9 . II q UTILITY KI1\ I i i Iii i' ' -z$'= d`-__ . lov o p ' ,I o !` it ^ Iii ' Qq - !`"' 4..'t'j. Ia ;.•,ww .__- _ _ -T r L—.— m it' .! it II 1 3 r ESQ II t - 11 baa- II N Z `U ° e, P FAR FA67 SA N% o n __ 1n4s5 s. f)E ANZA eLvn. ll •+ s j1 (p .W W R (n ds. 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I I I I 4 11DISPOSEOFEXISTINGCONCRETE \r I i„ ,.„ i II 11 ® ;; SEE THIS SHEET Co xxxxxxxxxxxxxxx SIDEWALK r1 7-1a 7 I --- ii<\\ ; << Iiii 4M Mi smsm rs`I smsmsmsmsm W Oxxxxxxxxxxxxxxx -- AF u`, /' > ,I u u tii I 7r AA]2ZA BLVD, I / - CONTRACTOR TO REMOVE AND AS DISPOSE F EXISTING STRUCTURE f I`% ' or ii1 i ^I i u7 r I ii ice- Ir - IIS I Icvdl W 1 UNDERGROUND °I ii ii I i I Icvli i I iii WLj 1 WATER LINEZ 1 EASEMENTCL Lu uj MATCH LINE I SEE SHEET C2.1 I a ilI W 1 11«/ zzW W I, w REMOVE CONCRETE CURB1 / I _ z—______--___—__________-------- Z Q II __. u m y o « /^. ,/' . I 1r ° a \\ z w O w JI r . / .^ \ / I° / ROUND /i N m rrl / \\ \\\ Ig o ob //\\ ) I Z z w LINE /:. G o \i \\ r M. w p I I " / . ./ . 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CHAVEZ xowmv 11 \ \ - I-II - II II II II I C7 I II II II I I 11 DESIGNED BY: RSC En CONTRACTOR TO REMOVE AND IIc 11 \ CJI II II II I S.m I I II X m X X _ _ _ JI I \ \ \ DISPOSE OF EXISTING TRASH I \ 11 II I I I rel ii g II II IIo! 2l 2 2 ______________—___________ _____-_____ — \ \ ENCLOSURE INCLUDING WALL, 3 0000 I/ \I _ _ , I \ \ m m m rn — — — — — — — — — — — — — — GATES, FOOTINGS, AND Iii \\ 0000 -------- — - \ 00000 \\ \ \ CONCRETE FLOOR/SLAB. Iii \'ii ii 10 ' L 0A1E-STORY ° ii I , u n UNDERGROUND I u 11 I u n wIA S OJvR Y B U1L JJ\JG a 11 00000 1 I \ \ 11 II — WATER LINE 10385 S. Dr AN7 ii ii O O x 3 3 3 3 1 \ \ \ I n 11 II EASEMENT -- r n u I O r III II II II II I BVD, II II O s 1 \\ \ 11 r i0000 \ II III II II II s II I I I 4 fid$ j I I I I I i0000 \ \ \ Iii ii Ii ii ii ': ° 'i i iii "I I W O CL CL S. r' Q p 10495 S. Jr AJ 17A BLVD, \ \ \I I( o \\ .. 1 \\ O ' 0 LoX r W OLJOREMOVE \ \ \ \ \ \ \ CONTRACTOR TO REMOVE AND REMOVE CONCRETE CURB I \ \ \ \ \ \ \ \ II r W Z r W Aj Z 1 CURB \ \ \ \ \ \ \ \ \ \ \ DISPOSE EXISTING BOLLARD REMOVE CONCRETE CURB \ \ L JI I Q Z CONCRETE \ W 1 \ \ REMOVE CONCRETE CURB \ ( J Ltn Q W I \ i \ \ \ \ \ \ \ \ \ \ \ \ \ \ REMOVE CONCRETE CURB \ \ \ \ \ \ I J W WI I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I Q J Lu a. Lu cn r r - ®----_______- \ o EXISTIN \\ \ \ r x O®\\ z J 1 \ I — — — — \ \ \ \ \ \ \ \ \\` PROPERTY \`\ \ \ \ \ \ \ \ O V L6 a Vi 0- LINE \\ \ \ \ i T------ ---------- xxxx \ OC o REMOVE CONCRETE CURB \ \ \ I 11 \ \ \ \ 2 v ti L------ --------- Z u \ \ V W o I TT1 xxxxxxx xxxx xxxxxxxxxxxxxxxxx xxxxxxxxxxxxlxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx4-4-- I x x x x L!yxxx xxxxxxxxx xxxx xxxxxxxxxxxxxxxxxx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx nQ x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx --- xxxxxxxxxxxxxxxxxxxx ZXAAlrlr lrK'kt l (7CAAA------------------------------------__------_------------_- x x x -___x ----x x x x_----x-x-- X ------x u x x ------------x x x x _x _--------------__u z x z x z x xx xz x z x z x z- -- W 1 r------ x x No r----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- W 1 CONTRACTOR TO SAW CUT AND REMOVE CONTRACTOR TO SAWCUT CONTRACTOR TO SAW CUT AND REMOVE CONTRACTOR TO SAWCUT CONTRACTOR TO SAW CUT AND REMOVE i W Q EXISTING AC PAVEMENT 1' OFFSET a EXISTING WALK AT BACK EXISTING AC PAVEMENT 1' OFFSET EXISTING WALK AT BACK EXISTING AC PAVEMENT 1' OFFSET FROM PROPOSED LIP OF GUTTER OF CURB FROM PROPOSED LIP OF GUTTER OF CURBELI FROM PROPOSED LIP OF GUTTER Tom I rn I I SHEET TITLE C. 1 DEMOLITION e , 3 a I PLAN Y SUBMITTAL NO. 2 3 I of S. DE ANZA BOULEVARD SHEET NO. N N N — O >p aaZ' 20 0 10 20 40 aao C2.0wZ Cd 30 60KogZ m OF Iia 1 inch = 20 ft. DATE: DECEMBER 3, 2018 3 w 33 Ko m 33 o X U O U 16 ui m aacn m O X x X O O O O 0000 3 3 3 3 00000 mmmm rnY's s o`o `o `o `o 3333 00000 0000 a l l l l mmmm 0000 adaa x o 5a LEGEND 01 CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING AC PAVEMENT CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING STRUCTURE AS NOTED KEY NOTES ESAWCUT OF EXISTING AC PAVEMENT IS NOT REQUIRED IF THE CITY'S PAVEMENT PROJECT IS COMPLETED PRIOR TO THIS PROJECT. 2 REMOVE AND REPLACE EXISTING SITE ACCESSIBILITY SIGN PER DETAIL 8/C7.0 (6 TOTAL) I I II II I I li II ii I II II I II I Ij I -- 2 ------==\\I ii I, II I I II ------ I// I II II rr=====_— L_____' II I II II L I II II i I II < I Ili LJ l I II p I I III ----- 9IFr- — I L------------------------- - — -- - r L_ r-1 III I ----- I II — r I I I I I I I GAS MET In lu I II I I111 I II iii i I C) L I II I I Q1 I II II IIII REMOVE AC RAMP I I II I REMOVE CONCRETE CURB I II I II T—T III L — — — — — — — — — — — — — — — — — — — $ — — — — — 1\ - -- — — — — — — — — — — — — — — I II . I I EXISTING I; PROPERTY REMOVE EXISTING STRIPING i1 LINE AND REPLACE AS SHOWN ON SHEET C3.1 I I III I 5' m D z MATCH LINE UNDERGROUND-- =/ m m SEE SHEET C200 --' I WATER LINE 0 \ moi II EASEMENT z r 0 I 11 z(Z Ii II m z I II II I I iii II 10 UNDERGROUND UTII ITY FASFMFNT m Pn 20 0 10 20 40 1 inch = 20 ft. REMOVE CONCRETE CURB a I I I I I I I I I I Jr------- LJ------------------l—I---------, I I I I II I=_-------------------- I I+ F- — — — — — — — — — 4-------------------- I al I+ II I+ II I+ II I+ II III II I I II VACANT SPACE FUTURE FOOD HALL) 11 I I LJ Q W 1 L ut, Co I a Co II VE CONCRETE CURB I I m II II u Eg REMOVE CONCRETE CURB T • I A To I F--- rS-TI---J L-- F---rt /- T—T-\ 7 T r1 REMOVE CONCRETE CURBREMOVECONCRETECURB II Lo II II t II 9y II II II Ij II II I s I, II II I II II II 11 II \\ \\ REMOVE CONCRETE CURB 1 21 W ESS/o G, 0.2903 1r Mar. 3V01Z 9 k OF CAL F/ 019-016 DRAWN BY: 00 CHECKED BY: O 0 RSC Eng 06 O W o W d7 7 X L.L- O mLo00 a NQ W U a0 00 aa o I co a) o > Ln c N (If a - m U ZZ W= z 0 U N W D ILLI Q 0 aaaaa z W ESS/o G, 0.2903 1r Mar. 3V01Z 9 k OF CAL F/ PROJECT NO: 019-016 DRAWN BY: 00 CHECKED BY: O DESIGNED BY: RSC Eng 06 O WL pop d7 7 X L.L- O mLo00rn00 NQ W U a0 00 l o I co a) o > Ln c N (If a - PROJECT NO: 019-016 DRAWN BY: RSC Engr CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng n 19 O O o L L U) LU L 0 Z o Oa tio J Y/ n Z mLuaz_° H a Z~ J J a W Q J O O W IL J o0 V 0_ V re v O ~ LL, 7. o N 16 Lu o o SHEET TITLE DEMOLITION PLAN I SUBMITTAL NO. 2 SHEEP N0. C2.1 I DATE: DECEMBER 3, 2018 KEY NOTES 019-016 DRAWN BY: ao CHECKED BY: 0 0 1 CONCRETE NO SIDEWALK STTANDARDPER DETAIL Y1 -19 8 2/C7.0 PROPOSED SITE SIDEWALK PER DETAIL 15 6/C7. pTALL STRIPINGPERTDEETAILPARKING 23 JOINT PERTCITYTRANSITIONCUPERTINOASTANDARD DETAIL 1-28. 2 3 4 5 PROPOSED DRIVEWAY WITH CURB & GUTTER PER CITY OF CUPERTINO STANDARD DETAIL 1-21 & 1-16 CONNOSED SIDEWALK EXISTING PER CITY OF CUPERTINO STANDARD DETAIL 1-23 CURB RAMP WITH DETECTABLE WARNING PER CALTRANS DETAIL A88A, CASE 2 PROPOSED LOCATION OF RECOATED "NO LEFT TURN" SIGN PER CITY OF CUPERTINO STANDARD DETAIL 2-20 ON BARRIER SITE CURB 1 /C7.0. TAPER TO MATCH EXISTING AC ELEVATION. TRASH ENCLOSURE, SEE 9 10 1 1 12 13 14 PROPOSED RAMP WITH HANDRAIL PER DETAIL 3/C7.0 CONTRACTOR SHALL ADJUST DRAIN INLET TO PROPOSED GRADE; EX. GRATE= 197.10 PROPOSED GRATE=196.80 NEW PAVEMENT PER CITY OF CUPERTINO1 GENERAL NOTE #17 SHEET C1.0 CONSTRUCTS ADA RAMPSCPRIbRFTO PROJECT THE CONTRACTOR SHALL MATCH NEW IMPROVEMENTS. ACCESSIBLE PARKING SYMBOL PER DETAIL 5/C7.0 PAINTED CROSS HATCH AT 45°, 4 WHITE SOLID LINE AT 36" OC, WITH 4" WIDE BLUE OUTLINE. 16 17 18 g 20 ARCHITECTURAL 21 22 PROPOSED PLANTER BOX SEE ARCHITECTURAL PLAN FOR DETAILS PROPOSED HANDRAIL, SEE ARCHITECTURAL PLAN FOR DETAILS PROPOSED BENCH SEE ARCHITECTURAL PLAN FOR DETAILS PROPOSED BIKE RACK SEE ARCHITECTURAL PLAN 'FOR DETAILS PROPOSED PLANTER WITH SEAT SEE PLANS FOR DETAILS PROPOSED ACCESSIBLE PARKING SIGN PER DETAIL 7/C7.0 PROVIDE SPRINKLER SERVICE TO PROPOSED TRASH ENCLOSURE FROM EXISTING BUILDING FIRE SERVICE. PLANS SHALL BE SUBMITTED AS PART OF A DES ERRE SUBMITTAL BY FIRE SPRINKLER 24 25 26 27 28 29 30 SIGN P SED SITEACCESSIBLE NOTIFICATION PROPOSED TRASH TRIO. SEE LANDSCAPE PLANS FOR INFORMATION. PROPOSED FLARED RAMP PER DETAIL 9/C7.0 EXISTING RAMP TO REMAIN CONCRETE VALLEY GUTTER PER DETAIL 10/C7.0 CONCRETE PAD 10' DEEPX ENCLOSURE WIDTH. 8 P.C.C. ON 4 CLASS 2 AB WITH 4 REBAR ® 8" BOTH WAYS PROPOSED BARRIER CURB TO BE MARKED AND MAINTAINED PER SANTA CLARA COUNTY FIRE DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS #A-6 PROPOSED 7 ARCHITECTURAL PLANS FOR DETAILS L I II II xl XI xl WpQN LEGEND AC PAVEMENT CONTRACTOR TO MATCH EXISTING PAVEMENT SECTION. OR PLACE 3" AC (COMPACTED TO 95% DENSITY) OVER 9" COMPACTED CLASS 2 AB (COMPACTED TO 95% PER ASTM D-1557), WHICH EVER IS GREATER. G p 10' DERGROUND ITY FASFMFNT ce, Y?. 29 28 t. 1 1 1 er0O FF ===—=___ ____—_ _-- -- I II nII ' ' I 18.83' ISM ' ( 7 22 1 o. 019-016 DRAWN BY: ao CHECKED BY: 0 0 RSC Eng O W IIm3-0 3 x w 7 X T o co v L I II II xl XI xl WpQN 5()00 3 00 a O v co O N O7 Ln o .. N O N Of a_ II--- m J U Mmm 000 mmm I/ \I f--—D"r---- ZZ WZ z Y 3 3 3 O j E m E 3 3s s- o `o `o `o 0 333 25 000= o co co X i0000 ammmo ` N% 0 0 x \ \\ 1 n J0495 S. Jrl AI\I A BLVD, 1 N EXISTING ROADWAY 1 19 AND UTILITIES EASEMENT 1 I 30 6.0 Z K N N Oo5a I W 1LIJW1 ------------ 10 J 0 1_ W 23 WII 1 I 1 I I 1 I I I 1 I I n m Pn 20 0 10 20 40 1 inch = 20 ft. I° u III u I° u I° II I° u III u I° n III FAR 1ST BA ]\1K III 10465 S. Jr A]\] -7A BLVD. F=1 r I Ir a , 0 II \\\ \\\ II d < II I I------------ I I --- I it I I 20' FIRE APPARATUS ; o ii IF II I I I ilI I I I LANE I I I ii i i 1 I I i ii MATCH LINE it ii II _ _ - II I I I ii I SEE THIS SHEET q p I I 11 I I I I I I C-) I I ii I I14) i 1 I I i II r- II i I Icvdl I I 10 ii ii II I i I IM i ii I UNDERGROUND II II ii I II I I WATER LINE II I EASEMENT ii —i I I SIGN IIvl' W XISTING ROADWAY AND UTILITIES EASEMENTUJ WLd LL II \\\ w \,' 6 `\ SEE SHEET C4.1toIIQIION h , FOR RAMP Z ENLARGEMENT// z L w w Q H II I GM o Q Q o w 1 it --- / /oy,' I z w Q w I I o a DRIVEWAY ' II ,.moi' F'1' N w - _____ — — Fti Io t MEER F L1 J Z 25 8 — -' a I i i 3 a s 4 _:; ' EXISTING 1====PROPERTY mr LINE I EXISTING 1 1 PROPERTY I IKIP it `i 1 I II 111' J Ij II F — — — II II II II II I I II II II I II II u I I II u u I II u II I I II II II I I II II F- I II I ii ii L_ I li I II u II II u I II Ij II II II II I ii ii 20' FIRE II II APPARATUS I n u LANE n I II I II II II II I ii ii II I I II IIIIII II I I ii iiIIII II II I II IIIIIIIIInI n u u ii I ii ii II I II II II I II IIII i II II II 10' I I ii I I UNDERGROUND II I WATER LINE II i I EASEMENTII II i I ii I I u II I I I I I W 23 MCCLELLAN ROAD 20 0 10 20 40 1 inch = 20 ft. 24 I I I I 10' I I UNDERGROUND UTILITY EASEMENT_j__ 0 NX ii\` EXISTING IIr-----\\ • i i ii i I PROPERTY LINE I ii I 1I I I j I j I II II r ------- -------- J I I II Iv DWI III I m F I I II IIIIIIII 0AIE-STORY 20' FIRE ii ii I I I 1vlASO1yRY BUIL DJNG APPARATUS II III 10385 S. Dr A]\] -7,A LANE r° ITitIF1VD, ii ii 4 fid$ jl I II III I I I I I II I I L=====__________________________I 28.47' DRIVEWAY I I r l I DRIVEWAY EXISTING 6 23 6 o PROPERTY \\`\ 6 10' I 10 6 \\--- --- 1 LINE 1 ---------- \\ 10 I 0. a -___________----- — ------------ SII Il f a p v a Q e 2 111112 S. DE ANZA BOULEVARD o= p o 9 o I a aww 2 11 12 w OQj w O Q -OV ESS/o 0.2903 1r Mar. 3 019 V0- qTF OF cm -\F V 019-016 DRAWN BY: ao CHECKED BY: 0 0 RSC Eng O W 7 X T o co v L 0- m`n00 WpQN 5()00 3 00 a O v co O N O7 Ln o .. N O N Of a_ m U ZZ WZ z O U N w 0 w a 0 aaaaaaz O Q -OV ESS/o 0.2903 1r Mar. 3 019 V0- qTF OF cm -\F V 019-016 DRAWN BY: ao CHECKED BY: 0 DESIGNED BY: RSC Eng O W 000 7 X T o co v L 3) 00m`n00 WpQN 5()00 3 00 T \ O v co O N O7 Ln o .. N O N Of a_ PROJECT NO: 019-016 DRAWN BY: RSC Engr CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng n CP 19 w O O o Y/ W Z12 O Q tio H tiO0>vC/ J Y/ n m Z maz_° Q111ft ZLn J J a W Q J Lu OO W a O PL rxv O r%. W o N Ln LuTomr.- O O SHEET TITLE SITE PLAN SUBMITTAL NO. 2 SHEET N0. C3.0 OF 17 DATE: DECEMBER 3, 2018 0 m3 3 x w-o cowow o<a a x X x I I I X000 Y 3 3 3 0000 j E m E 3 sss 3 - o `o `o `o n 333 000= xX 0000 d m m m 0 dada! x 00 0 Z M 3060 N — 30 6 oa K N N Oo5a KEY NOTES 019-016 20' FIRE 7 I AP ARATUS ii ii LANE 16 26 1 CONCRETE STTA DARDPER NO SIDEWALK DETAILY1 019 8 PROPOSED SITE SIDEWALK PER DETAIL 15 PER PAINTED 6/C7. pTALL STRIPING DEETAILPARKING 23 JOINT PERTCIIIYTRANSITION CUPERTINOASTAONDARD DETAIL 1-28. 2 4 5 PROPOSED DRIVEWAY WITH CURB & GUTTER PER CITY OFCUPERTINO STANDARD DETAIL 1-21 & I1 6 PROPOSED CONN ITOWA ST NIGH PER OF CUPERTINO STANDARD DETAIL 1-23 CURB RAMP WITH DETECTABLE WARNING PER CALTRANS DETAIL A88A, CASE 2 PROPOSED LOCATION OF RECOATED "NO LEFT TURN" SIGN PER CITY OF CUPERTINO STANDARD DETAIL 2-20 ON BARRIER SITE CURB 1 /C7.0. TAPER TO MATCH EXISTING AC ELEVATION. DETAIL 10 1 1 12 13 14 PROPOSED RAMP WITH HANDRAIL PER 3/C7.0 CONTRACTOR SHALL ADJUST DRAIN INLET TO PROPOSED GRADE; EX. GRATE= 197.10 PROPOSED GRATE=196.80 NEW PAVEMENT PER CITY OF CUPERTINO GENERAL NOTE #17 SHEET C1 .0 CONSTRUCTS ADA RAMPSCPRIbRFTO PROJECT THE CONTRACTOR SHALL MATCH NEW IMPROVEMENTS. ACCESSIBLE PARKING SYMBOL PER DETAIL 5/C7.0 SPOLNDEDLINER TS36ATOC, WITH514"4WIDP I BLUE OUTLINE. 16 17 18 1 g 20 ARCHITECTURAL 21 22 PROPOSED PLANTER BOX SEE ARCHITECTURAL PLAN FOP DETAILS PROPOSED HANDRAIL, SEE ARCHITECTURAL PLAN FOR DETAILS PROPOSED BENCH SEE ARCHITECTURAL PLAN FOR DETAILS PROPOSED BIKE RACKSEE ARCHITECTURAL PLAN 'FOR DETAILS PROPOSED PLANTER WITH SEAT SEE PLANS FOR DETAILS PROPOSED ACCESSIBLE PARKING SIGN PER DETAIL 7/C7.0 PROVIDE SPRINKLER SERVICE TO PROPOSED TRASH ENCLOSURE FROM EXISTING BUILDING FIRE SERVICE. PLANS DEFERRED SUBMITTTALL BY PART SPRINKLER DESIGNER. 24 25 26 27 28 29 30 SGOP SED SITEACCESSIBILE NOTIFICATION PROPOSED TRASH TRIO. SEE LANDSCAPE PLANS FOR INFORMATION. PROPOSED FLARED RAMP PER DETAIL 9/C7.0 EXISTING RAMP TO REMAIN CONCRETE VALLEY GUTTER PER DETAIL 10/C7.0 CONCRETEPAD 10' DEEP X ENCLOSURE WIDTH. 8 P.C.C. ON 4 CLASS 2 AB WITH 4 REBAR @ 8" BOTH WAYS PROPOSED BARRIER CURB TO BE MARKED AND MAINTAINED PER SANTA CLARA COUNTY FIRE DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS #A-6 10 PROPOSED TRASH ENCLOSURE, SEE 0120 CO m 00 0- WpQN 7 ARCHITECTURAL PLANS FOR DETAILS 00 a I I I I I II II II I 29 I II I ii I II I II II o II I II rr=====_= I II II D LIIIIII I II 1 II / I II II ii 22 7 L 18.83' 4, I II U II I II II I II II III I II14 I II r - IH— — L------- --- -- — — III r --------r r--- r ---------r GAS METERS I II I IIII I II 1 iii I bQaa iii I I ycl ZlI yup I II I II I II IIII I II I II iii ID C3.1 D 7T--27 o C3.1 I 21 y 21 I II I V a T T QIIIL-- I II — --- -- — D — —— — — I D I II --- 16 6 16 8 16 6 16 14 E' 16 8 16 I II In \ I II I r1 9 ii-- — ------ — ------------ I --,- - 8-5 -- ------ I Mbh- it 8 13 - ( TYP) 15 - I I EXISTING Ili --, r------------------ ----- --------------( p)----- PROPERTY LINE I II I I II 5, \______ ;, D o MATCH LINE ; _ W i I 111 -{ UNDERGROUND \\ % cDn Ii \\ %J Q L J WATER LINE " m M G) o SEE SHEET C3.0' , \\, v W Z 11, EASEMENT Z _ o o g 111 mz N Q 2' ROADWAY o ii EASEMENT I II q 1 II q r F4 II I II 1' I I II I I Ii, L J n 10' .. \ ii ii UNDERGROUND / \ ` 11 \ 1 \ iii A:]ii UTILITY EASEMENT \ I 11 MATCH EXISTING SITE SIDEWALK GRADE EXISTING BUILDING 1.5' PROPOSED SITE SIDEWALK PROPOSED CONCRETE CURB LEGEND 18 019-016 20' FIRE 7 I AP ARATUS ii ii LANE 16 26 RSC Eng I N I I vl 00 I N O L h .' m4 7 X MATCH EXISTING SITE SIDEWALK GRADE REMOVE 1' EXISTING PAVEMENT AND REPLACE IN KIND EXISTING 1.5% BUILDING MATCH EXISTING D D P PAVEMENT GRADE EXISTING SITE SIDEWALK REMOVE EXISTING TO REMAIN AC PAVEMENT REMOVE EXISTING CONCRETE CURB CROSS SECTION NO(DT TO SCALE 0 EXISTING SITE SIDEWALK EXISTING AC TO REMAIN PAVEMENT TO REMAIN Q I!? S!! SECTION 1-5 AC PAVEMENT CONTRACTOR TO MATCH EXISTING PAVEMENT SECTION. OR PLACE 3" AC (COMPACTED TO 95% DENSITY) OVER 9" COMPACTED CLASS 2 AB (COMPACTED TO 95% PER ASTM D-1557), WHICH EVER IS GREATER. I I I I I I I I I I I I I I I I VA CAA17' SPACE FUTURE FOOD HA LL) m Pn 20 0 10 20 40 1 inch = 20 ft. I I I I I I I II J---------- `--------- I I I I I I F- — — — — — — — — --- 4-------------------- ,I u 1 I 20Qj 19 19 18 r7r2 L— ----- /T—T1 7 —LZ— — — __- El I 16- 16 + 30 - 16--- 6 16N 17 16 X17 16 30 17 16 N Ln Gi L — — '/ GJ r\ \ l < Z EXISTING FIRE i `. II/ ' 00- 0- HYDRAC14g 9y z6 NT _ II II I a ® i J Tr I, i I II II II p II f4.2' PROPOSED SITE SIDEWALK PROPOSED CONCRETE CURB TO BE MARKED AND MAINTAINED PER SANTA CLARA COUNTY FIRE DEPT. STANDARD #A-6 REMOVE 1' EXISTING PAVEMENT AND REPLACE IN KIND MATCH EXISTING PAVEMENT GRADE REMOVE EXISTING AC PAVEMENT REMOVE EXISTING CONCRETE CURB EXISTING AC PAVEMENT TO REMAIN MATCH EXISTING SITE SIDEWALK GRADE EXISTING BUILDING EXISTING SITE SIDEWALK TO REMAIN 000.o. n [2 7 --- 21 PROPOSED LANDSCAPE PLANTER 3 CROSS SECTION NOT TO SCALE REMOVE EXISTING AC PAVEMENT REMOVE EXISTING CONCRETE CURB PROPOSED CONCRETE CURB TO BE MARKED AND MAINTAINED PER SANTA CLARA COUNTY FIRE DEPT. STANDARD #A-6 REMOVE 1' EXISTING PAVEMENT AND REPLACE IN KIND MATCH EXISTING PAVEMENT GRADE EXISTING AC PAVEMENT TO REMAIN H v ZZWZ L HOZ OJ4W Ca > WO 019-016 20' FIRE li II I I AP ARATUS ii ii LANE f4.2' PROPOSED SITE SIDEWALK PROPOSED CONCRETE CURB TO BE MARKED AND MAINTAINED PER SANTA CLARA COUNTY FIRE DEPT. STANDARD #A-6 REMOVE 1' EXISTING PAVEMENT AND REPLACE IN KIND MATCH EXISTING PAVEMENT GRADE REMOVE EXISTING AC PAVEMENT REMOVE EXISTING CONCRETE CURB EXISTING AC PAVEMENT TO REMAIN MATCH EXISTING SITE SIDEWALK GRADE EXISTING BUILDING EXISTING SITE SIDEWALK TO REMAIN 000.o. n [2 7 --- 21 PROPOSED LANDSCAPE PLANTER 3 CROSS SECTION NOT TO SCALE REMOVE EXISTING AC PAVEMENT REMOVE EXISTING CONCRETE CURB PROPOSED CONCRETE CURB TO BE MARKED AND MAINTAINED PER SANTA CLARA COUNTY FIRE DEPT. STANDARD #A-6 REMOVE 1' EXISTING PAVEMENT AND REPLACE IN KIND MATCH EXISTING PAVEMENT GRADE EXISTING AC PAVEMENT TO REMAIN H v ZZWZ L HOZ OJ4W Ca > WO OWESS/ o/i S o.2903 1r Mar.3 019 F F CA F V 019-016 DRAWN BY: 00 CHECKED BY: o 0 RSC Eng I 00 O W W 7 X n T 10 v 0120CO m 00 0- WpQN 5 U Oo 00 a o N 0NO N W m U Z ZZZWz Z O t= U U) W W a 0 aaaaa z OWESS/ o/i S o.2903 1r Mar.3 019 F F CA F V 019-016 DRAWN BY: 00 CHECKED BY: o DESIGNED BY: RSC Eng I 00 O W 000• W 7 X n T 10 v 0120CO m 00 WpQN 5 U Oo 00 o N 0NO N W PROJECT NO: 019-016 DRAWN BY: RSC Engr CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng n 19 O O O L U) LU O Q tio O0>vCYqJLon UJ Z CCalD 4 z H Q Z~ J J Q W Q J O O W a IM mi O 0q rx v C W2 7-o IME N L6 qv tiWO O r SHEET TITLE SITE PLAN SUBMITTAL NO. 2 SHEET N0. C3.1 OF 17 DATE: DECEMBER 3, 2018 0 it 3 CID a 8.5' 5' 6' 2% MAX. IL I I- 4' S DE ANZA BOULEVARD I I I' ... . . ADING SECTIONONO"O SCALE 5' 1.7' 4' 2 MIN S DE ANZA BOULEVARD I III t5 I- 2 GRADING SECTION NOT TO SCALE r{.\ MAIUM r/ m EXISTING _ '__ =a, 198.91 ATCH n NSU v X X8.99 6 6EXISTING 6. <:I Q w GRATE AC 199.67 TC it) LO M v 199.94 TC ' 199.17 AC 60')199.44199.44 AC MATCH EX. LJ MATCH EX. e --199.62 TC 199.55 114C I - 1199.12 AC 199.05 C 199.20 CONIC 1- 01) 198.93 C A m m m m m m 0) 0* I 199.20 119980rr, CONC 6n A- N 6) an '. 5t 00.96 \\' 00. 0It 4! O x4=,1 I iv, 111,11, 20\\08 \\l„1.3% x 1., 02.(201.94 ' __-_• ---- _ ONIlSIX3 I 3 U HOl`dW1.917 x c_ U. 1 0 S 86'L6 L pr H31vh I w U U Q t -I =___- I Q W`•• /F --IQ <•199. 71 MS SO'86;15.15 III I I I O aoQ I / = 00199 ii ! 1.75 11 rfil o ® I z O v °s ao oo r7 cell I C6 I I I i u 1 D i I Q O O I 199.81 O I I I I II I JI I ci 6 0) I ' ` °' 00 II Q W II 00to= 11 11ILLQ __ - U 19b.34 I I I 1 II 1197.15 eo 105 .' rn DAp MATCH LINE 37.62 203.35 I{'' 203.32 ®I I 20?;r 7 3.33 I I I ;; j1 1'X3 HDiVVI I - X3 HDlb'W I SEE THIS SHEET II- ---- OV Iu1I1 02r. rr2/ 1 o•` r 99. 71 11DJbif 0XC8'6666 LONIlSIX3 I II rII II I rI IiIII; II 1I m 1. eD_ d 6686LH0201 . 6106 L ii0Dl6v'66L00.86 OV 9C'66 L ill,( j 22 I Aal4 r19„9.68 k-) 1 1 I I 1 I II I'9 70 II nII lIiIig! 21 IIch19. 69 vbIII1 II1I ;iii 1974410 Ivl994UNDERGROUND 196.96WATERLINE p I EASEMENT SIGN X ADAI ONIlSIX3 W I II HDl`dW Z V I 9693 ii - i1 I j / ' / 197.22 2 I2Q 16 \99 19 9.9 2 W I II \\ II I II{11 = / 196 196.78 00.90 \\ q ii II h I / ® ' 11-97.16 W I ii "/ -196.67 I 11 ,. 01.05 \ . II 11 II I I / / / // // V II • O z \\ , 00.84 I III @ 1 199.' ® II ,i H u x 02.2o z L.I \\ .. x o0.221 II U I / . P / w \`' 01.10 SEE SHEET C4.1 w 11 I / / / ./ O0N \ 11 FOR RAMPQWIxIn -6 11 = I I I zL.,.1 O 0 w `k 41k2,}9.22 x ENLARGEMENT cv 00 m r/ / „%. 196.43 I ; zz 2.24 UI w m wwcn )9 zONIlSIX3II0!Q w HD JW I jawQow ONIlSIX3 I N J I w -I-- 7j83 w U I I I mw I r - - -I-- 9..1 mwj lI I II Ll. 202.92 I 201.99 IEXISTING PROPERTY LINE ii ii IITb 1j' u n I I II I ii II o=====_____ o a; r I II n 00 SEE SHEET C4.1 FOR PLAZA GRADING 199.30 AC • u 199.29-4 I I jj PAR EAST 13A1\1K 0) Q w 19 81 TC 11 I 10465 S. DE Al\7-A 1/17. I 00 v 19 31 AC 00 Q MA G I F.F. = 199.70 cm--- -:2 ___ - - 1 111 op \\ 7 III cod\ `> u rn N II °0 IIII 1 I 1 x Iy aw co ADI II LO ' It1 x 1 p ll OOH IIIOOQ 199.54 SW 10495 S. Df AJ\JZA 1#.VD.- I 198.27198.19 DI I 9.60 SW° 1 141 1_ - I " 199.55 C 198.6EXISTING. 199.25 AC ,\ . Nuc 00 . G B 199.35_ SW `\ NSA 1 -^- 199.55 TC '1 , 199.05 AC ______ o _ I I o 1_.75 T00 00 0 1 I 199.25 W I x 00 199.53 TG 198.69 W W _ I L'' I 19' .03 AO Lo rr 9-39 Z c=.I - r o MATCH E 1 I -----_ z r O z <<J Cc c1 ' 4 10 192. 21 W ----- ---- - --- - - - - --- 9E W I 197.627.89 Q. n w1 N*w LL- LL- LJiw w N N 00 =1 0= PO= r O N = cr = I- I.c) r- LC 01 OU "':v "4:LnU o0 or,: co r rI r r r r r 00 0o 00 0o a D O 0) 0 0 O O C-, 0 0 a 1 I I I I I I I 20 0 10 20 - 40 1 inch = 20 ft. Z 1 N W WW Ln N O <w O In C4 O 0 in I- c0 00 w 00 C0 ri ro `.. o L CNCSF N 0 C 6; 0) co co cfl ri Jr r 19 197.10 I / i r 197.78 / 197.37 EXISTING PROPERTY LINE 4-1 00 EWTING UNPMM"D UTILITY EA ENT u n r N c x II II II II g rn r WF,4 0 \\ ,' cl rn \ II I I II II 0) T II I II Jg I O rn IIII II1 II IIIIII IIIII IIII r_ 00 _ 4- 0) 0)___ °- 1 dK i xi li cM p I II II D- I ii i1 ml i I I I A 1 I Cdi i t r I I I II I I 10, 1_ 1 I, UNDERGROUND ONE-STORY II I I I II II WATER LINE MASOI\1RY BU1L1711\JG II II I EASEMENT -- 10385 S. DE AA1ZA II I u II 1 I II 0 BLVD. II I I 11 I1 II I II II Q ' s o II I I II 'I I r II 11 II I 11 I o00 i' . \\ . 1I ----- 1 ____ __ -- U 197.94 EX CaI l i - a o° L;I X O QwQ Q dm 197.06 AC 6 OMATCH EX 0 0 I 00 0 Ln Ln r-0 r-0 7 r7 00 = ca - . 00r) ao O Lq U co oOg 00rnQI rnrn rnrn rnQ _ N N N A 196.06 PancncnLncn E STIN \ \ _ r\ NoPOnO00OOr7 194 30 I F , 0 r 0-) -(0 d7 r 6) \\\0CY)CY)) r CNCSF N 0 C 6; 0) Jr r 19 197.10 I / i r 197.78 / 197.37 EXISTING PROPERTY LINE 4-1 00 EWTING UNPMM"D UTILITY EA ENT u n r N c x II II II II g rn r WF,4 0 \\ ,' cl rn \ II I I II II 0) T II I II Jg I O rn IIII II1 II IIIIII IIIII IIII r_ 00 _ 4- 0) 0)___ °- 1 dK i xi li cM p I II II D- I ii i1 ml i I I I A 1 I Cdi i t r I I I II I I 10, 1_ 1 I, UNDERGROUND ONE-STORY II I I I II II WATER LINE MASOI\1RY BU1L1711\JG II II I EASEMENT -- 10385 S. DE AA1ZA II I u II 1 I II 0 BLVD. II I I 11 I1 II I II II Q ' s o II I I II 'I I r II 11 II I 11 I o00 i' . \\ . 1I ----- 1 ____ __ -- U 197.94 EX CaI l i - a o° L;I X O QwQ Q dm 197.06 AC 6 OMATCH EX 0 0 I 00 0 Ln Ln r-0 r-0 7 r7 00 = ca - . 00r) ao O Lq U co oOg 00rnQI rnrn rnrn rnQ _ N N N A 196.06 PancncnLncn E STIN \ \ _ r\ NoPOnO00OOr7 194 30 I F , 0 00 r 0-) -(0 d7 r 6) \\\0CY)CY)) r III 197.65- RSC Eng co co cfl I a III II II u N w' II n II I I II I I I I a a O L<J O ON 00 0000 II 194.67 A MATCH EX LJ 00 o o=co n 11 r rQ rn I 193.44 AC MATCH EX 00 00 010) 00 0 00 r 0-) -(0 d7 r 6) \\\0CY)CY)) r III I N E r RSC Eng co co cfl I GB ----- III II II u JI I I II n II I I II I I I I I a L<J L a II 194.67 A MATCH EX LJ 00 o o=co n 11 193.40 SW I mp I 193.44 AC MATCH EX B ZZ W= z l 0 v------------ H w 2 194.54 z 3: w C4.0 1 3.wW Nw 193.27 LIP MATCH EX. ro co = fl 0) UJI 0 V) w O U W rnQ 193.90 SW MATCH EX. Q 193.85 SW 0 a z MATCH EX. S. DE ANZA BOULEVARD Arn J I 193.22 Sw MATCH EX. I 192.86 SW MATCH EX 92.90 LIP 192.81 LIP MATCH EX. MA CH E. 2.95 SW p I I I I I I I I I I I I I I I 019-016 DRAWN BY: 00 0 III I I RSC Eng TF7 0606 O wLnr I W I I rn III II II u JI I I II n II I I II I I I I I h --I a L<J L a 195.88 AC II W MATCH EX LJ 00 o o=co n 194.73 AC m 194.27 AC I mp I 193.44 AC MATCH EX J I 193.22 Sw MATCH EX. I 192.86 SW MATCH EX 92.90 LIP 192.81 LIP MATCH EX. MA CH E. 2.95 SW p I I I I I I I I I I I I I I I W ESS/o o.2903 1r Mar. 3 019 k V1\- qTF OF CA0 019-016 DRAWN BY: 00 0 CHECKED BY: R. CHAVEZ 0 RSC Eng 0606 O wLnr W W rn 7 X h --I a v L a O00 W aQN U a05)000 l 00 o o=coJ 0 m n uLC140 N Of IZ mp U ZZ W= z 0 H U N W 0 W Q 0 a z W ESS/o o.2903 1r Mar. 3 019 k V1\- qTF OF CA0 PROJECT NO: 019-016 DRAWN BY: 00 0 CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng 0606 O wLnr 0000 W rn 7 X h --I w v L mLn00O00 W aQN U a05)000 l 00 o o=coJ 0 n uLC140 N Of IZ mp PROJECT NO: 019-016 DRAWN BY: RSC Engr CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng II... n 19 O O o LL U) LU Lf) Z wo Oa tio VJLQn Ca Z maz_° LIJH a tiZ J J a W QJ Lu ooWa O V .4 2 v o~ W 7-o N 11) vWC 7-p qrm SHEET TITLE GRADING PLAN SUBMITTAL NO. 2 SHEEP N0. C4.0 OF 17 DATE: DECEMBER 3, 2018 0 0 rn m 3 ; v X U 4j 1 p Wj o ojw O X X I 0 O O 0--- Y 3 3 3 jrn rn rn 112 12:T, 0000 333 3 I 0 m I DRAWN BY: Dim Lc CHECKED BY: c o 1 ' IiI ® 0 a 1 1 x19 .60 r------- O -JI I O b® 1 r y I I I I 199.70 SW J 1 I 4X ElEl K O Jn 0 X 1 II z O o a I ER\ G 1 N 3 c II II Q X e II W I II I-r=====_= I II II L II L=======L== 4 iii , p F.F. = 199.70 202.89 AC II II z MATCH EX. I I II 2 ffl=4 AC L iii I n ii MATCH EX. 202.92 AC I II l u II ® m 0 MATCH EX. 203.12 AC U I I II I II II MATCH EX. N iii `i, • 0 203.36 AC III _______ L- MATCH EX. F I II r--------- r-- I GAS METERS I r--------- I I 20,334 a MATCH EX. Q1cn In In I I II I II IIII I II iii I QaQ)00 iii i I Ilr-, I aCaL I II I a MATCH EXISTING MATCH EXISTING SIDEWALK GRADE SIDEWALK GRADE (NP) ii II I (NP) ®o x I II IIII V I ® bWlT -T 1 i iii - - I II GRADE NEW SIDEWALK 0 z 0 0 z AT 1.5% CROSS SLOPE = Z- = = z = z = 1= BB B9 (TYP) aX ® ® QN aX I w w - n w w w I EXISTIN8 PROPERTY ;I N I I LINE ; ;i , I w I I I 5$ _ ______ , o MATCH LINE UNDERGROUND \ % cD/ n m m r WATER LINE o SEE SHEET C4.0 \\\ v EASEMENT z r 0 II, I mz ii 2' ROADWAY o ii i I EASEMENT 1 ° 1 199.70 SW 199 994- 65 SW o 1 1 DRAWN BY: Dim Lc CHECKED BY: c o 1 ' 1 W a 1 1 x19 .60 O b® 1 r y Q mLo00 199.70 SW J 1 T -T1 4X ElEl K O Jn 0 3 R° II z O o a I ER\ G 1 N 3 c 1 Q X Q XQ X O X1 n W 14 ) II C) 199.70 SW 4 F.F. = 199.70 ZZZZ 1 ° 1 199.70 SW 199 994- 65 SW o 1 1 DRAWN BY: Dim Lc CHECKED BY: c o 1 ' 0000 0 W 0000 1 x19 .60 O b® r 26 x •199.75 199.80 SV II MATCH EX 1 199.29 II 22 .75 199.33 II I 199.81 II L GRATE ELEVATION TO 199.41 a 1 .57 a 3 CONC PATIO 4 AI MEMO`- - J..' • EMs` r .0 OEM 1180. PLAZA GRADING SCALE: 1 " = 10' I 89% x u, Q Cc) GRADE NEW SIDEWALK AT 1.5% CROSS SLOPE MAX.) j %77777771 c z 14 199.57 a I PATIO 19?..97 SW a aI 1 199.07 50% I I 1 CONIC I I I I I 198.50 a I I If 91.85 1 199.07 I PATIO x1 CONC I IaI Im II II x199.78 x198.84 I 1 I it I 1L-- 198.05 SW MATCH EX I I I 1 I I II I 1 I i iii 1 I II U U W II 0 z N X W VACANT SPACE FUTURE Paan HALL) I I I I I I I I le • •________---------- ______________________________ Z W Z r -- + r mi0Q a I O W 20 0 c 10 20 40 l+ mW0 1 inch = 20 ft. I SIC 4D ' 9), 1 II = n I Z= IIC\ i u pw N 1 00r, U Q 1 5.5 _ 9M 0 1I 1 o w o T) - Co Ld J Q PROPOSED WHEEL STOP PER DETAIL A ON THIS SHEET PROPOSED ' W HANDRAIL AND CURBI Ln ( OR GUIDE CURB) PER DETAIL 3 ON 2- SHEET C7. U 1 199.73-7 (/) I In00 1 Lq 1N00 / O NEER,?' NOTE: HANDRAIL N w Q j SHALL NOT EXTEND I w z / _ INTO EXISTING ROADWAY & UTILITIE EASEMENT REMOVE & REPLACE 00 0 SIDEWALK AS 1 00 = / - NECESSARY TO Grn INSURE LEVEL RAMP r / jLANDING. SIDEWALK NOT TO EXCEED 2% IN ANY DIRECTIONrn 1 I 1 a i 1, RAMP ENLARGEMENT SCALE: 1 " = 5' NOTES: 1. SEE SITE PLAN FOR PARKING SPACE SIZE AND FOR WHEEL STOP LOCATIONS. 2' a PRECAST WHEEL STOP 6' LONG PRECAST CONC.----jWHEELSTOPANCHORED WITH (2) #4 BARS 12" LONG MIN. DRILLED AND EPDXIED INTO SLAB AT 18" O.C. PROPOSED WHEEL STOP T.S. MATCH EXISTING DRAWN BY: 00 0 CHECKED BY: SIDEWALK GRADE 0 0000 0 W 0000 W TH O b® F --I LL- y Q mLo00rnoo J El 11----- T -T1 ElEl II 0 0 U II z z =z Q X Q XQ X m W W W II 4 SIC 4D ' 9), 1 II = n I Z= IIC\ i u pw N 1 00r, U Q 1 5.5 _ 9M 0 1I 1 o w o T) - Co Ld J Q PROPOSED WHEEL STOP PER DETAIL A ON THIS SHEET PROPOSED ' W HANDRAIL AND CURBI Ln ( OR GUIDE CURB) PER DETAIL 3 ON 2- SHEET C7. U 1 199.73-7 (/) I In00 1 Lq 1N00 / O NEER,?' NOTE: HANDRAIL N w Q j SHALL NOT EXTEND I w z / _ INTO EXISTING ROADWAY & UTILITIE EASEMENT REMOVE & REPLACE 00 0 SIDEWALK AS 1 00 = / - NECESSARY TO Grn INSURE LEVEL RAMP r / jLANDING. SIDEWALK NOT TO EXCEED 2% IN ANY DIRECTIONrn 1 I 1 a i 1, RAMP ENLARGEMENT SCALE: 1 " = 5' NOTES: 1. SEE SITE PLAN FOR PARKING SPACE SIZE AND FOR WHEEL STOP LOCATIONS. 2' a PRECAST WHEEL STOP 6' LONG PRECAST CONC.----jWHEELSTOPANCHORED WITH (2) #4 BARS 12" LONG MIN. DRILLED AND EPDXIED INTO SLAB AT 18" O.C. PROPOSED WHEEL STOP T.S. o QVV E SS /o o.2903 1r Mar. 3 019 k qT / v\\- F OF CMj 019-016 DRAWN BY: 00 0 CHECKED BY: R. CHAVEZ 0 0000 0 W 0000 W W 7 X F --I LL- y Q mLo00 rnoo Wp000 U 00 a o> LnCo N Of a_ a m U ZZZZ z 0 m U N w 0 ILLI Q 0 aaaaawz o QVV E SS /o o.2903 1r Mar. 3 019 k qT / v\\- F OF CMj PROJECT NO: 019-016 DRAWN BY: 00 0 CHECKED BY: R. CHAVEZ DESIGNED BY: 0000 0 W 0000 W 7 X F --I LL- y Q mLo00rnoo Wp000 U 00 00 0 6r- o> LnCo N Of a_ PROJECT NO: 019-016 DRAWN BY: RSC Engr CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng ti n o 0LL 0 co L6 Z qrm o 0 Q I G vJ Y/ n Co cZ o000Z H Q Z~ J J Lf) -1a W Q J ooLua. Lu Ott ' v C ` UJ o N 16 W o O SHEET TITLE GRADING PLAN SUBMITTAL NO. 2 SHEET N0. C4.1 of 17 DATE: DECEMBER 3, 2018 i I I 1 rk--- I I I I lII I I I l II I I I I EXISTING PROPERTY LINE GRATE=202.14 ,JI moi• 1% ._ V r rIIrrI \ 1Jr rrr L— ----- ----- ----A 4------\----------moi— ---- ---- --_\ I I II LT_ EF 1==="'—c., ,; n, ^N p - ,. , ,; - \ ,, I ge•e, „ .— ,\ , l\\ .\ / \ /,= l -/J ,. \\ ..8. \ IgB.°°°°v°.•°°a°°.ell rr / \ 01 IgoBoB / ` r r r \ \ III, I I, \ ( \\ V 1) a II D Irr'/ I 2' ROADWAY z I Z _T1fm [J ® it ° ii ® I m I EASEMENT m CCIIIIII/%/ m r — — — — n it ii II III I uiil I LJ n I iii I II . I II II I II j li ii II II ` I I I //,,11I II I II ;%'%r i / III n , .' .:n\ i; ii II a ,nom v:' , I / In n 7 u I r uII / I; II II II / I I III EXISTING III II ,\ ;I ;; I II PROPERTY III I III LINEIIIIIIIII yv r // tel / 1\\ II / "n\ // // \\ it II I Cn I II II I I, II I I, I II I I, I II I q II I I, IIIIIII11 r I 1 2 4 o Ir ===______________________= 3 Ii1 ° Dqj GRATE=198.50 12°S.D. - - 1 2 11 r 11 II oy; GRATE= 70 I \ 40 II II _ ----- ---- _---- ---- II e I Y = ------ — -- a 2 1 I; Z - -- - v GRATE=: 198.87 \GRATE= 199.41 10495 S. DE ANZA BLVD. 1 2 2 1 GRATE= 198.87 GRATE= 198.87 ;', ;`.\ \ \ - 2 1;Qo: a ` ----------------- I II IIII LI0' FIRE APPARATUS II IIS LANE FA \ EA sr BA NX III II ;; II II 104 55 S. DE ANZA II IBLVD. III „ ii I u I II I II II u II I II II II I II II / I IIII II II II // II II II II II II II I In II II II II x II II II II II III II II I II II it I 11 lu I I g 2 1 - Q z EXISTING GRATE=196.80 w PROPERTY 0 N > LINE if w S. DE ANZA BOULEVARDIII III C\ I I I V I I IiiI I I iii I olk x'1' _ IJ= 1.....a___====-rr I I RIM=196.82 el OW II `---- I B^•°•°•^1 I I II I W IICDig II I Ilr rel I =uTJ ONE—STORY ' III III MASONRY BUILDING III II 10385 S. DE ANZA I II I II BLVD. 20' FIRE u I I I r-j I I APPARATUS LANE q ti IIIIIIIo „ I II+1Iry GRATE=196.10 r IFiI I 1 2 o ° IBJ 12'S.D. z GRATE= 193.22 2 1 II I 0 :2 UJ 0 U) I LEGEND PROPERTY LINE RIGHT OF WAY/ PUBLIC ROADWAY & UTILITY EASEMENT 35' LANDSCAPE AND BUILDING SETBACK EASEMENT EXISTING STORM DRAIN INLET KEY NOTES EEXISTING STORM DRAIN INLET. ALL STORM DRAIN INLETS SHALL BE MARKED WITH "NO DUMPING - FLOWS TO CREEK/BAY" PER CITY OF CUPERTINO STANDARDS. 2 CONTRACTOR SHALL INSTALL APPROVED STORM DRAIN INLET FILTER (REVEL ENVIRONMENTAL MANUFACTURING, INC. REM -1, OR APPROVED EQUAL) ON ALL ON-SITE STORM DRAIN INLETS. F21CONTRACTOR SHALL PLACE 43 LF OF 12" STORM DRAIN PIPE. SLOPE SHALL BE DETERMINED DURING CONSTRUCTION 4 CONTRACTOR SHALL INSTALL STORM DRAIN INLET PER CITY OF CUPERTINO STANDARD DETAIL 3-2. GRATE = 198.91 INV = TO BE DETERMINED DURING CONTRUCTION m Pn C 30' 0 15' 30' 60' 1 inch = 30' ft. Zv ZWZ a I HOZ oJa ce LLI Co > WO 0 V 019-016 DRAWN BY: 00 CHECKED BY: CD 0 RSC Eng 0000 CD W o W W I/ C/) a I/ L L- T I GRATE=202.14 ,JI moi• 1% ._ V r rIIrrI \ 1Jr rrr L— ----- ----- ----A 4------\----------moi— ---- ---- --_\ I I II LT_ EF 1==="'—c., ,; n, ^N p - ,. , ,; - \ ,, I ge•e, „ .— ,\ , l\\ .\ / \ /,= l -/J ,. \\ ..8. \ IgB.°°°°v°.•°°a°°.ell rr / \ 01 IgoBoB / ` r r r \ \ III, I I, \ ( \\ V 1) a II D Irr'/ I 2' ROADWAY z I Z _T1fm [J ® it ° ii ® I m I EASEMENT m CCIIIIII/%/ m r — — — — n it ii II III I uiil I LJ n I iii I II . I II II I II j li ii II II ` I I I //,,11I II I II ;%'%r i / III n , .' .:n\ i; ii II a ,nom v:' , I / In n 7 u I r uII / I; II II II / I I III EXISTING III II ,\ ;I ;; I II PROPERTY III I III LINEIIIIIIIII yv r // tel / 1\\ II / "n\ // // \\ it II I Cn I II II I I, II I I, I II I I, I II I q II I I, IIIIIII11 r I 1 2 4 o Ir ===______________________= 3 Ii1 ° Dqj GRATE=198.50 12°S.D. - - 1 2 11 r 11 II oy; GRATE= 70 I \ 40 II II _ ----- ---- _---- ---- II e I Y = ------ — -- a 2 1 I; Z - -- - v GRATE=: 198.87 \GRATE= 199.41 10495 S. DE ANZA BLVD. 1 2 2 1 GRATE= 198.87 GRATE= 198.87 ;', ;`.\ \ \ - 2 1;Qo: a ` ----------------- I II IIII LI0' FIRE APPARATUS II IIS LANE FA \ EA sr BA NX III II ;; II II 104 55 S. DE ANZA II IBLVD. III „ ii I u I II I II II u II I II II II I II II / I IIII II II II // II II II II II II II I In II II II II x II II II II II III II II I II II it I 11 lu I I g 2 1 - Q z EXISTING GRATE=196.80 w PROPERTY 0 N > LINE if w S. DE ANZA BOULEVARDIII III C\ I I I V I I IiiI I I iii I olk x'1' _ IJ= 1.....a___====-rr I I RIM=196.82 el OW II `---- I B^•°•°•^1 I I II I W IICDig II I Ilr rel I =uTJ ONE—STORY ' III III MASONRY BUILDING III II 10385 S. DE ANZA I II I II BLVD. 20' FIRE u I I I r-j I I APPARATUS LANE q ti IIIIIIIo „ I II+1Iry GRATE=196.10 r IFiI I 1 2 o ° IBJ 12'S.D. z GRATE= 193.22 2 1 II I 0 :2 UJ 0 U) I LEGEND PROPERTY LINE RIGHT OF WAY/ PUBLIC ROADWAY & UTILITY EASEMENT 35' LANDSCAPE AND BUILDING SETBACK EASEMENT EXISTING STORM DRAIN INLET KEY NOTES EEXISTING STORM DRAIN INLET. ALL STORM DRAIN INLETS SHALL BE MARKED WITH "NO DUMPING - FLOWS TO CREEK/BAY" PER CITY OF CUPERTINO STANDARDS. 2 CONTRACTOR SHALL INSTALL APPROVED STORM DRAIN INLET FILTER (REVEL ENVIRONMENTAL MANUFACTURING, INC. REM -1, OR APPROVED EQUAL) ON ALL ON-SITE STORM DRAIN INLETS. F21CONTRACTOR SHALL PLACE 43 LF OF 12" STORM DRAIN PIPE. SLOPE SHALL BE DETERMINED DURING CONSTRUCTION 4 CONTRACTOR SHALL INSTALL STORM DRAIN INLET PER CITY OF CUPERTINO STANDARD DETAIL 3-2. GRATE = 198.91 INV = TO BE DETERMINED DURING CONTRUCTION m Pn C 30' 0 15' 30' 60' 1 inch = 30' ft. Zv ZWZ a I HOZ oJa ce LLI Co > WO 0 V oWESS/ o 91-1 o.2903 1r Mar. 3 019 k F OF CAO1 019-016 DRAWN BY: 00 CHECKED BY: CD 0 RSC Eng 0000 CD W o W W 00 rn C/) a L L- T a Zm00 WoQN U 00 7 00 a O aj ID v D CD a N Of a - m U ZZ WZ z 0 U n w 0 W Q aaaaa Z oWESS/ o 91-1 o.2903 1r Mar. 3 019 k F OF CAO1 PROJECT NO: 019-016 DRAWN BY: 00 CHECKED BY: CD DESIGNED BY: RSC Eng 0000 CD W ap W 00 rn C/) a L L- T 00 Zm00 WoQN U 00 7 00 T l O aj ID v D CD N0 N O N Of a - PROJECT NO: 019-016 DRAWN BY: RSC Engr CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng ti n 19 o O o LL r L6 N W L0 Z 02 w o Oa tio I=' ti°0>vJ Y/ n0Co Z Co z H a Lo I-'. J J Lh a W a J ooLua Lu O t) qq Ft v C LLI o To N L6 Lu o o SHEET TITLE STORM DRAIN PLAN SUBMITTAL NO. 2 DATE: DECEMBER 3, 2018 0 x ; 3 x -offIwo in H 3 x xII o 00 Y 3 3 o o o 3 O Qj 33 a m Qo o<o coxx a O!F!O o oornrn N!!oo baa!! x I,, IIIIIiiIiI, iIIII- 1tI i --------- 1IlIJrI _-_ --_-_-_=_-_-_-_ --_-----'--------"=------------------------ I1II `-=-----=-=- I=------------------- -=---__--\------- f I - Ili I I,1%59. woo II woo\ I X11===\I' ` I DRAWN BY: CHECKED BY: I II 000 irr- II r II SETBACK EASEMENT LIMIT OF WORK, TYPICAL EXISTING STORM DRAIN INLET Ww I, II s'so PER DETAIL 1/C6.1 GUTTER DRAIN INLET PROTECTION PER DETAIL 2/C6.1 m m F I I, a II 3/C6.1SWC ii II ii VACAl\IT ALL DISTURBED SOILS PRIOR WpQN TO ANY FORECASTED RAIN EVENT WITH STRAW MULCH & FUTURE VISQUEEN SHEETING (OR rrGAS METERSr, L_J rr ----, JJI DJ1\lr CONTRACTOR SHALL STABILIZE J' OOl) SOIL WILL REMAIN INACTIVE FOR I TWO-STORY HALL) i ii I IvJASOIyRY BUJL DJI\JG IIIII TO 10455 A 1zA FIELD AS REQUIRED iii I BUILDING r1 i 1/Dr ZZ WZ OIAIE-STORY II MASONRY BUJLDIJ\JG z r, I 10457-10497 i irJ III Ili it I S. DE AAJZA BLVD. I 71 kd III II I I III I III I li iii II 11III1 III I II I II II Iu u Iu u III Irte, LJ II III iiIuIuvii I u 1.14 SW IIrJ pI II I u 4 II I Ill iiIuIIIIIuII Iu IIIn In IIII III III 200.28 SW MATCH EX. MATCH EX. rn 198.85 TC 198.36 FL MATCH EX. Z X O ,< M. vl 155UILDING C TWO-STORY J\IIASONRY f UJLDJNG 10425 S. DE AN7A BLVD, vv vyl I"Iho.l tet- L - - J -- F E1IVIIII IIIpIII II x lu q u II II SII I e°r Feosol o \\ % r I I \ 11 C\ II II II I I III n ii u u I I III SII 11 v' C\ II II , II II II ii i II III II II II „ I / ^ /III rll II II II II II n I /III I [ /kkQ_ iii" // \ / `\\ %/\ C\ II II /:% O \\ 0 199.53 99.39 4.8%1= Q e\ ii II ii itrrr,,, 1 I I II1 m II II II ^ 1 ^ GRAT Li II ii II II o % i IiIIIiII IIiIII iI r==-------------- 199.12 Ac98+ 9C X 9- 2_ III"1-- in LO III CONTRACTOR TO UTILIZE \u 1 1 + 1 III EXISTING VACANT BANK 0 4 FA ST BAlyl<BUILDING AS ii II II II `:. • _______ , 1 iT 11s9- I s9.. Xs3 o0 .prZ ScC3w wI1 Il 10465 IIIIIIII IIIIII/ ` S. Ii n\ e=e Je° 11 JIII, IIIIIII IIIIIIIIrIII IiI lIIIISIBLVD t 1p, MATCH EX. M CHa + IiIuIIiII IlAILe_ - - --- a(+ II iI II IIi I TJI ii i I\JS- 1\\\ ka , 199.85 SW + II II 8.58 SW 8.04 Sw10495 S. DE AIyZA BLVDU) 0 1n C---- 000UI I I 1 II I II II I J\19ASaNRYUlLDlJ\lG II 1 Ilr Rw W 1%' ° ii ii it ® 10385 S. 17E ANZr1 ii 1 ii J A a 1 \ II ii ii it . ° ii , BLVD, D, II ii ll ° II II/ II i II ti III I 1 W 411\ 199.55 TC ii i`)r \_ ii ,-- ___/ - _% - -x-- 199.25 AC - U p q X A I X a I , 199.75 TC ~ ¢ w M M w MATCH EX MATCH EX 199.25 AC n°o°c=. o , N ° 199.53 TC rnrna rnrn~a 199.03 AC . o MATCH EX. ' I 197. 31 \\` 0 1 \\ 194.67 AC 193.44 AC 1 ATCH EX j --- 12 S.D. - 4 12"S.D. .02 $W 4 = swacz ------------- ---------------------- ----------- 97.60 JX U-UJ ox U r, m U- Xw M xqU mm S. DE ANZA BOULEVARD 1-9 --- lye./6 1 93.32 SW I 192.91 192.90 LIP I MATCH EX. LEGEND 199.94 TC 199.44 AC PROPOSED GRADEMATCHEX. X 200.22 EXISTING SPOT GRADE PROPERTY LINE MATERIAL STORAGE, STAGING, EQUIPMENT FUELING AND MAINTENANCE AREA. WASTE STORAGE AREA (DUMPSTERS) CONCRETE WASHOUT AREA PER DETAIL 4/C6.1 CONSTRUCTION ENTRANCE PER DETAIL 5/C6.1 KEY NOTES ElEXISTING STORM DRAIN INLET. ALL STORM DRAIN INLETS SHALL BE MARKED WITH "NO DUMPING - FLOWS TO CREEK/BAY" PER CITY OF CUPERTINO STANDARDS IMPERVIOUS AREA SUMMARY EXISTING IMPERVIOUS AREA .......................................9,620 SF PROPOSED IMPERVIOUS AREA ....................................8,600 SF REDUCTION IN IMPERVIOUS AREA.................................1,020 SF 30' 0 15' 30' 60 1 inch = 30' ft. RIGHT OF WAY/ PUBLIC DRAWN BY: ROADWAY & UTILITY EASEMENT CHECKED BY: 35' LANDSCAPE AND BUILDING 0 SETBACK EASEMENT LIMIT OF WORK, TYPICAL EXISTING STORM DRAIN INLET Ww PLACE DRAIN INLET PROTECTIONOPERDETAIL1/C6.1 GUTTER DRAIN INLET PROTECTION PER DETAIL 2/C6.1 M --I PLACE STRAW WATTLE PER T 3/C6.1SWC CO CONTRACTOR SHALL STABILIZE ALL DISTURBED SOILS PRIOR WpQN TO ANY FORECASTED RAIN EVENT WITH STRAW MULCH & a TACKIFIER, FILTER CLOTH, OR VISQUEEN SHEETING (OR APPROVED EQUAL). IN ADDITION CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS WHERE SOIL WILL REMAIN INACTIVE FOR MORE THAN 14 DAYS OR WHEN GRADING IS COMPLETE WITH HYDROSEED (OR APPROVED EQUAL) TO BE ADJUSTED IN THE FIELD AS REQUIRED MATERIAL STORAGE, STAGING, EQUIPMENT FUELING AND MAINTENANCE AREA. WASTE STORAGE AREA (DUMPSTERS) CONCRETE WASHOUT AREA PER DETAIL 4/C6.1 CONSTRUCTION ENTRANCE PER DETAIL 5/C6.1 KEY NOTES ElEXISTING STORM DRAIN INLET. ALL STORM DRAIN INLETS SHALL BE MARKED WITH "NO DUMPING - FLOWS TO CREEK/BAY" PER CITY OF CUPERTINO STANDARDS IMPERVIOUS AREA SUMMARY EXISTING IMPERVIOUS AREA .......................................9,620 SF PROPOSED IMPERVIOUS AREA ....................................8,600 SF REDUCTION IN IMPERVIOUS AREA.................................1,020 SF 30' 0 15' 30' 60 1 inch = 30' ft. OVESS/0/q o.2903 1r Mar.3 019 F OF CA F V 019-016 DRAWN BY: 00 CHECKED BY: 0 0 RSC Eng 0000 0 Ww 8 7 X n M --I LL_ T o oyCO 0- 0000 WpQN U Oo p 00 a o rn N 0 N O .. N Of a_ m U ZZ WZ z 0 0 N W w a 0 aaaaa 21, C5 xz OVESS/0/q o.2903 1r Mar.3 019 F OF CA F V 019-016 DRAWN BY: 00 CHECKED BY: 0 DESIGNED BY: RSC Eng 0000 0 W 0000 0 7 X n M --I LL_ T o oyCO 00 0000 WpQN U Oo p 00 o rn N 0 N O .. N Of a_ PROJECT NO: 019-016 DRAWN BY: RSC Engr CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng ti n m O O o L L6 U) W Ln Z qe7. o Q a tio HCY tiO0>vq Y/ n m LIJ Z IV- Cal H , N a L6r`Z~ J J Lhg a W Q J ooLua. LIJ Q V L rx W 7-o IME N L6 W O O Tom SHEET TITLE EROSION AND SEDIMENT CONTROL PLAN SUBMITTAL NO. 2 SHEET N0. C6.0 OF 17 DATE: DECEMBER 3, 2018 30 6.0a z m0 K N N O05a 1. PLACE SEDIMENT BARRIERS AT INLET LOCATIONS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. GRAVEL FILLED SANDB, nom STACK[ BASIN WITH BAG W/FRAM E SPILLWAY PLAN VIEW DRAIN INLET PROTECTION OT TO SCALE SLOPE VAR iiiii Z N w roo ENTRENCHMENT m DETAIL IN SLOPE AREA w 1 " x 2" x 24" WOOD STAKES MAX. 48" O.C. FIBER ROLL 8" MIN. INSTALL AT BACK OF CURB OR SIDEWALK 1 " x 2" x 24" WOOD STAKES MAX. 48" O.C. FIBER ROLL 8" MIN. 12 MIN. ENTRENCHMENT DETAIL IN FLAT AREA D! NWATTLE T TO SCALE RAMPLESS BOX NOTES: SPECIFICATIONS: 1) HOLDING CAPACITY - 6 CUBIC YARDS AND NEARLY 400 GALLONS OF JOBSITE CAPACITY; CAPACITY FOR WASHOUT FROM APPROX. 450 YARDS OF POURED MATERIAL OR CONTAINMENT FOR APPROX. 45 TRUCKS 2) DIMENSIONS - 12 FT LENGTH X 8 FT WIDTH X 2 FT HEIGHT 3) HOOK POINTS - THE BOX CAN BE CONFIGURED WITH HOOK POINTS FOR COMMERCIAL APPLICATIONS PROPRIETARY PRODUCTS COMMERCIALLY AVAILABLE FROM ESSENTIAL RISK MANAGEMENT SOLUTIONS PH: 1-877-292-7468 WEB: WWW.CONCRETEWASHOUT.COM TEMPORARY CONCRETE WASHOUT T TO SCALE NOTES: 1. PLACE SEDIMENT BARRIERS AT INLET LOCATIONS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. BACK OF SIDEWALK GRAVEL FILLED SANDBAGS ARE STACKED TIGHTLY SPILLWAY M moll IM -11 PLAN VIEW CURB INLET WITH FILTER BAG W/FRAME CATCH BASIN GRAVEL BAG AT GUTTER OT TO SCALE CONSTRUCTION ENTRANCE NOTES: 1. LENGTH - AS EFFECTIVE, BUT NO LESS THAN 50' FEET. 2. WIDTH - MIN. 20' OR NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. NOTES: 1. THE MAXIMUM DRAINAGE AREA PER FILTER SHALL BE LESS THAN 2 ACRES. 2. THE FILTER BAG SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE, NYLON, POLYESTER OR ETHYLENE FABRIC WITH A MIN. TENSILE STRENGTH OF 50 LBS./L.F. AN EQUIVALENT OPENING SIZE NOT GREATER THAN A 20 SLEEVE AND WITH A MIN. FLOW RATE OF 40 GAL./MIN./S.F. 3. THE BAG MAY BE SUSPENDED FROM OR HELD IN PLACE BY THE EXISTING GRATE OR OTHER APPROVED METHOD, PROVIDED NO MODIFICATION OR DAMAGE IS DONE TO THE GRATE OR FRAME. THE GRATE SHALL REST NO MORE THAN ONE HALF INCH ABOVE THE FRAME (SEE DETAIL A) 4. THE BAG MAY EXTEND TO THE BOTTOM OF THE INLET BOX PROVIDED THE OUTLET REMAINS UNOBSTRUCTED. 5. FLOWS SHALL NOT BE ALLOWED TO BYPASS THE BAG. THE BAG OR IT'S FRAME SHALL CATCH FLOWS AT ALL SIDES OF THE INLET, EXCEPT AS SHOWN FOR FLOOD RELEASE. 6. BAGS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL DURING THE WET SEASON AND MONTHLY DURING THE DRY SEASON. SEDIMENT AND DEBRIS SHALL BE REMOVED BEFORE ACCUMULATIONS HAVE REACHED ONE THIRD THE DEPTH OF THE BAG. BAGS SHALL BE REPAIRED OR REPLACED AS SOON AS DAMAGE OCCURS. SEE DETAIL A (RIGHT) EXISTING GRATE EXISTING OPEN BACK HOOD 2 MIN. DAM Q (FLOOD 2 RELEASE) N MAX. BAG WIDTH 3. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT INTO PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC SWEEPING/CLEANING AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO ROADWAY SHALL BE REMOVED IMMEDIATELY. 4. INSTALLATION - DEVICE SHALL BE SECURELY PLACED AT ENTRANCE/EXIT IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS TO PREVENT MOVEMENT WHEN IN USE. ANY DAMAGE TO THE EXISTING PAVED SURFACE SHALL BE REPAIR TO THE ORIGINAL OR BETTER CONDITION. 5. ALL PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR. TRACK OUT CONTROL DEVICE CORRUGATED STEEL PANELS OR EQUAL) EXISTING GRADE ROADWAY PROFILE 50' MIN. O Z C14:2 f PLACE COLLECTRSEDEM N TGLAD N PLAN VIEW WATER FROM VEHICLES. THE WATER IS CONSIDERED NON-STORMWATER DISCHARGE AND SHALL BE COLLECTED AND DISPOSED AT A DESIGNATED FACILITY STABILIZED CONSTRUCTION ENTRANCE OT TO SCALE OUTLET PIPE SEE DETAIL A (RIGHT) EXISTING GR"Tr CONTACT AT FRONT & SI PLACEMENT AT CURB INLETS PLACEMENT AT DROP INLETS AND PARKING LOTS NOT TO SCALE H Zv ZWZ Q M .. L HOZ OJ44W Ca > WO 019-016 DRAWN BY: 00 CHECKED BY: o EXISTING GRATE OPTIONAL BAG FRAME 0 W EXISTING FILTER 7 FRAME BAG n o D ETA I L A" NOT TO SCALE H Zv ZWZ Q M .. L HOZ OJ44W Ca > WO O QVF ESS/ONq\ PSD S. C') z o.29033 1r YMar. 3L-'2019 / 019-016 DRAWN BY: 00 CHECKED BY: o 0 RSC Eng 0 W w 7 X F-{ n o h --I LL- L- T o co y 0120 CO mM00 0 - WpQN 5()00 3 00 CL O ( D O q) N0z N 0z N m U ZZZZ z 0 U 0 w 0 w a 0 aaaaaaz O QVF ESS/ONq\ PSD S. C') z o.29033 1r YMar. 3L-'2019 / PROJECT NO: 019-016 DRAWN BY: 00 CHECKED BY: o DESIGNED BY: RSC Eng 0 w 0000 w 7 X F-{ n o h --I LL- L- T o co y 0120CO mM00 00 WpQN 5()00 3 00 r l O ( D O q) N0z N 0z N PROJECT NO: 019-016 DRAWN BY: RSC Engr CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng II4'. n O O o IL r O co L6( 7) Z o O a tio 0% 00 v Y/ n UJ Z maZ H a III N P..Z ~ J J t. a W Q J Lu a. LIJ Z) IM mi Ott rx v C r.- Lu o Imm N Lx tiWO O Tom SHEET TITLE EROSION CONTROL DETAILS SUBMITTAL NO. 2 SHEET N0. C6. 1 OF 17 DATE: DECEMBER 3, 2018 03 X 3o 6Z o K N N O Io5a NOTES: 1. PROVIDE EXPANSION JOINTS ® 25' O.C. MAX. AND AT CURVES, TANGENTS, AND CORNERS 2. BASE OF CURB TO REST ON COMPACTED FILL 3. SACK FINISH EXPOSED SURFACES 1/4" R TOOLED EDGE 6» 5.5" cO SIDEWALK OR EARTH .5° AT PLANTER RED HEAD DOWELSASPHALT PAVING 24" O.C. WHERE WALK ADJACENT TO CURB N CLASS 2 AB w ry CONC. CURB SUBGRADE CONCRETE CURB AT DIAGONAL PARKING WHERE OCCURS PAINT STRIPING - WHERE OCCURS U) wwgwDa 0 0 3" WIDE PAINTED STRIPES PAINT (2) COATS WHITE BEADED REFLECTIVE PAINT 6„ CURB TO EXTEND A MIN. 2" INTO SUBGRADE 1 BARRIER CURB NOT TO SCALE M • 4" WIDE STRIPING, TYP. OF STALL 3'-0" 1'-6" 1-16" 3'-0" N 4„ in 3» 2„ o I Lo „ 2 M 7„ RAD. BACKGROUND PAINT 2) COATS BLUE ALIGN WITH END OF STALL STRIPING NOTE: 1. PAINT WITH (2) COATS TRAFFIC PAINT, DRY BETWEEN COATS. FIRST COAT YELLOW, SECOND COAT WHITE. 2. HANDICAP PARKING SPACES TO NOT EXCEED A SLOPE OF 2% IN ANY DIRECTION. HANDICAP PATH OF TRAVEL TO NOT EXCEED SLOPE IN LONGITUDINAL DIRECTION OF 2% CROSS -SLOPE. PAINTED ACCESSIBILITY SYMBOL OT TO SCALE JPS LEVEL & CLEAR AREA NOT TO EXCEED 2% CROSS SLOPE IN ANY DIRECTION PLACE TRUNCATED DOMES PER DETAIL 4 ON THIS SHEET 1/4" DEEP TOOLED JOINTS AT 3/4" O.C. 12" WIDE BAND CURB AND GUTTER CONDITION WHERE OCCURS CURB BEYOND TOP OF PAVING AND 1.0' RAMP TO BE FLUSH6.0' SITE PAVING FOR PAVING SECTION SEE PLANS d d < A 44 3/4" SECTION A—A FLARED CURB RAMP DETAIL OT TO SCALE 6" THICK PCC SIDEWALK WITH 6" X 6" WELDED WIRE MESH 3/4" CHAMFER 4" CLASS 2 A.B. KEY SIDEWALK T0--/ TOP OF SUBGRADE (TYP.) NOTES: 1. CONTRACTION JOINTS SPACE TO COMPACTED SUBGRADE BE EQUAL TO SIDEWALK WIDTH 2. EXPANSION JOINTS 50' 0/C 3. ALL JOINTS SEALED PER SPEC 2 SIDEWALK DETAIL NOT TO SCALE CENTERLINE OF STRIPE PER SITE PLAN PAINTED WHITE STRIPE END OF STALL NOTE: 1. PAINT WITH (2) COATS TRAFFIC PAINT, DRY BETWEEN COATS. FIRST COAT YELLOW, SECOND COAT WHITE. 4" CLASS 2 A.B. 4 REBAR, AT 18" CONTINUOUS AC PAVEMENT PAINTED PARKING STRIPE OT TO SCALE @YVALLEY GUTTER NOT TO SCALE 12" LEVEL EXTENSION MAY BE r'r'IFIED SO NOT TO CREATE kZARD IN ADJOINING PATH OF TRAVEL. NG HANDRAIL SHALL BE EEN 1-1/4 AND 1-1/2" TER. HANDRAIL SHALL BE TH SURFACE WITH NO P EDGES. mELM RwWG101oil 1 12" LEVEL EXTENSION HAND RAIL POSTS AND 1 MATERIAL AS REQUIRED 00 TO PROVIDE STABLE M HAND RAIL CAPABLE 0 OF SUPPORTING 250 LB POINT LOADS ro a a a ° a a 6' n MIN. LEVEL LANDING 6" CONCRETE CURB. 2" GUIDE CURB MAY BE UTILIZED WHERE GRADE ADJACENT TO RAMP IS LESS THAN 4" TYPICAL HANDRAIL DETAIL OT TO SCALE z 0 PROPOSED SIGN BASE—\ [ 1 it a DAACCESSIBLE PARKING SIGN NOT TO SCALE CURB RAMP (WHERE OCCURS) PER DETAIL 8/C7.0 POLE MOUNTED 70 SQ. INCH ACCESSIBILITY SIGN PER CBC N 11 B-502.6, AND DETAIL 7/C7.0 X Q 41 N N CONC. WHEEL STOP, TYP. z 0 I TRASH 9'-0" MIN. ENCLOSURE IF ACCESS ASILE IS 8' WIDE 12'-0" MIN. IF ACCESS ASILE IS 5' WIDE NOTE: WHEN ONLY ONE HC PARKING STALL IS REQUIRED, THE ACCESS AISLE IS TO BE LOCATED ON THE PASSENGER SIDE OF STALL. NOTE: SURFACE OF PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2% MAX. SLOPE IN ANY DIRECTION HIl9.1asILI PATH OF TRAVEL O \ O o A N — O GROUT BEDNp OO OO O JOINT COLOR TO MATCH TILES w w t o ' N C; Q rn mSECTION A RECESS CONC. o PER MFR. a 2.3" TO 2.4" RECOMMENDATIONS. TYPICAL PLAN NOTES: AT CURB RAMPS AND WHEN PATH OF TRAVEL ADJOINS OR CROSSES VEHICULAR WAY, AND THE WALKING SURFACE IS NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREA AND THE VEHICULAR AREAS, THE BOUNDARY SHALL BE DEFINED BY A CONTINUOUS 36" WIDE DETECTABLE WARNING STRIP, (OR A 3' DEEP DETECTABLE WARNING STRIP FOR FULL WIDTH OF CURB RAMP) COMPLYING WITH CBC1 1 B-247.1.2.5; 1113-705.1.1 & 11B-705.1.2.5. DETECTABLE WARNINGS STRIPS SHALL BE MADE OF DURABLE SLIP RESISTANT MATERIAL COMPOSED OF A PATTERN OF RAISED TRUNCATED DOMES. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACE, EITHER LIGHT ON DARK OR DARK ON LIGHT. THE MATERIAL USED SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. WARNING SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. FEDERAL COLOR YELLOW FS #33538 AS SHOW IN STANDARD 595C SHALL BE USED FOR THE WARNING STRIP UNLESS NOTED OTHERWISE. IF YELLOW DOSE NOT PROVIDE 70% CONTRAST WITH LIGHT REFLECTANCE VALUE (Irv) FOR ADJOINING WALK, THEN A 1" BLACK OUTLINE STRIP SHALL SEPARATE THE YELLOW FROM THE WALK. 4 TR?n ATE DD 0 MES NOT T NOTES: 17" MIN. 1. 0.080 THICK ALUMINUM OR PORCELAIN ON STEEL SIGN WITH 1" BEADED TEXT. UNAUTHORIZED VEHICLES 2. SIGN TO CONFORM TO CURRENT PARKED IN DESIGNATED STATE AND LOCAL CODES AND ACCESSIBLE SPACES REGULATIONS. NOT DISPLAYING A DISTINGUISHING PLACARDS 3. REPLACE EXISTING SIGN AT EACH OR SPECIAL LICENSE DRIVEWAY ON McCLELLAN RD AND S. PLATES ISSUED FOR z DE ANZA BLVD, AND AT THE PRIVATE PERSONS WITH NORTH DRIVEWAY 6 TOTALDISABILITIESWILL _ ( ) BE TOWED AWAY AT N V 4. CONTRACTOR TO PLACE CONTACTOWNER'S EXPENSE. TOWED VEHICLES TELEPHONE NUMBER FOR WILL BE RECLAIMED AT RECLAIMING CARS WITH 1 " BEADED xxxxxxxxxxxxx NEXT TO MATCH TEXT ABOVE TO BE COMPLETED OR BY TELEPHONING: BY CONTRACTOR xxx-xxx-xxxx BLUE OR WHITE STRIPES BLUE BORDER ACCESSIBILITY SYMBOL PER CBC 11 B-502.6.4.1 AND DETAIL 6/C7.0 60" MIN. TO 96" MIN. PER VAN ACCESSIBLE STALL WIDTH PAINT IN 12" HIGH LETTERS WHITE) 'NO PARKING' PER CBC 1113-502.3.3 SEE DETAIL 12/C7.0 1 1)N ADA PARKING STALL OT TO SCALE SEE DETAIL 12 z FOR SIGN BASE 00 SITE ACCESSIBLE NOTIFICATION SIGN OT TO SCALE NO PARKING" SYMBOL TO SCALE 12" WHITE LETTERS I= z ZWZ Q M .. L HOZ O mi W m > WO 0v 019-016 080 THICK ALUMINUM OR PORCELAIN ON 00 CHECKED BY: STEEL ACCESSIBLE PARKING SIGN TO 0 RSC Eng READ "RESERVED PARKING" WITH 00 ACCESSIBLE SYMBOL AND " VAN W PARKING ACCESSIBLE" (WHERE APPLICABLE). BOLT ONLY TO STEEL TUBE WITH 1/2" CADMIUM n 0 PLATED BOLTS, NUTS, AND WASHERS. LL- L- T LOCATE AT HEAD OF ALL ACCESSIBLE y CO m 00 PARKING SPACES. SIGNAGE SHALL NOT PENALTY SIGN WITH BE SMALLER THAN 70 SQ. INCHES. WORDING AS REQUIRED 5000 BY STATE OR LOCAL LAW. a o MINIMUM $250 FINE. 0 q VAN Ln co N oz ACCESSIBLE z 0 PROPOSED SIGN BASE—\ [ 1 it a DAACCESSIBLE PARKING SIGN NOT TO SCALE CURB RAMP (WHERE OCCURS) PER DETAIL 8/C7.0 POLE MOUNTED 70 SQ. INCH ACCESSIBILITY SIGN PER CBC N 11 B-502.6, AND DETAIL 7/C7.0 X Q 41 N N CONC. WHEEL STOP, TYP. z 0 I TRASH 9'-0" MIN. ENCLOSURE IF ACCESS ASILE IS 8' WIDE 12'-0" MIN. IF ACCESS ASILE IS 5' WIDE NOTE: WHEN ONLY ONE HC PARKING STALL IS REQUIRED, THE ACCESS AISLE IS TO BE LOCATED ON THE PASSENGER SIDE OF STALL. NOTE: SURFACE OF PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2% MAX. SLOPE IN ANY DIRECTION HIl9.1asILI PATH OF TRAVEL O \ O o A N — O GROUT BEDNp OO OO O JOINT COLOR TO MATCH TILES w w t o ' N C; Q rn mSECTION A RECESS CONC. o PER MFR. a 2.3" TO 2.4" RECOMMENDATIONS. TYPICAL PLAN NOTES: AT CURB RAMPS AND WHEN PATH OF TRAVEL ADJOINS OR CROSSES VEHICULAR WAY, AND THE WALKING SURFACE IS NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREA AND THE VEHICULAR AREAS, THE BOUNDARY SHALL BE DEFINED BY A CONTINUOUS 36" WIDE DETECTABLE WARNING STRIP, (OR A 3' DEEP DETECTABLE WARNING STRIP FOR FULL WIDTH OF CURB RAMP) COMPLYING WITH CBC1 1 B-247.1.2.5; 1113-705.1.1 & 11B-705.1.2.5. DETECTABLE WARNINGS STRIPS SHALL BE MADE OF DURABLE SLIP RESISTANT MATERIAL COMPOSED OF A PATTERN OF RAISED TRUNCATED DOMES. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACE, EITHER LIGHT ON DARK OR DARK ON LIGHT. THE MATERIAL USED SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. WARNING SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. FEDERAL COLOR YELLOW FS #33538 AS SHOW IN STANDARD 595C SHALL BE USED FOR THE WARNING STRIP UNLESS NOTED OTHERWISE. IF YELLOW DOSE NOT PROVIDE 70% CONTRAST WITH LIGHT REFLECTANCE VALUE (Irv) FOR ADJOINING WALK, THEN A 1" BLACK OUTLINE STRIP SHALL SEPARATE THE YELLOW FROM THE WALK. 4 TR?n ATE DD 0 MES NOT T NOTES: 17" MIN. 1. 0.080 THICK ALUMINUM OR PORCELAIN ON STEEL SIGN WITH 1" BEADED TEXT. UNAUTHORIZED VEHICLES 2. SIGN TO CONFORM TO CURRENT PARKED IN DESIGNATED STATE AND LOCAL CODES AND ACCESSIBLE SPACES REGULATIONS. NOT DISPLAYING A DISTINGUISHING PLACARDS 3. REPLACE EXISTING SIGN AT EACH OR SPECIAL LICENSE DRIVEWAY ON McCLELLAN RD AND S. PLATES ISSUED FOR z DE ANZA BLVD, AND AT THE PRIVATE PERSONS WITH NORTH DRIVEWAY 6 TOTALDISABILITIESWILL _ ( ) BE TOWED AWAY AT N V 4. CONTRACTOR TO PLACE CONTACTOWNER'S EXPENSE. TOWED VEHICLES TELEPHONE NUMBER FOR WILL BE RECLAIMED AT RECLAIMING CARS WITH 1 " BEADED xxxxxxxxxxxxx NEXT TO MATCH TEXT ABOVE TO BE COMPLETED OR BY TELEPHONING: BY CONTRACTOR xxx-xxx-xxxx BLUE OR WHITE STRIPES BLUE BORDER ACCESSIBILITY SYMBOL PER CBC 11 B-502.6.4.1 AND DETAIL 6/C7.0 60" MIN. TO 96" MIN. PER VAN ACCESSIBLE STALL WIDTH PAINT IN 12" HIGH LETTERS WHITE) 'NO PARKING' PER CBC 1113-502.3.3 SEE DETAIL 12/C7.0 1 1)N ADA PARKING STALL OT TO SCALE SEE DETAIL 12 z FOR SIGN BASE 00 SITE ACCESSIBLE NOTIFICATION SIGN OT TO SCALE NO PARKING" SYMBOL TO SCALE 12" WHITE LETTERS I= z ZWZ Q M .. L HOZ O mi W m > WO 0v OWESS/ o/i S C m o.29033 1r Mar. 3 019 V0, P qTF OF CAQF V 019-016 DRAWN BY: 00 CHECKED BY: 0 0 RSC Eng 00 0 W w0 7 X n 0 M-- LL- L- T o 1070120yCO m 00 O_ WOQN 5000 00 a o 0 q Ln co N oz NCL m LU ZZZZ z 0 0 V) w 0 w a 0 aaaaa awl, z OWESS/ o/i S C m o.29033 1r Mar. 3 019 V0, P qTF OF CAQF V 019-016 DRAWN BY: 00 CHECKED BY: 0 DESIGNED BY: RSC Eng 00 0 0000 w0 7 X n 0 M-- LL- L- T o 1070120yCO m 00 WOQN 5000 00 r l o 0 q Ln co N oz NCL PROJECT NO: 019-016 DRAWN BY: RSC Engr CHECKED BY: R. CHAVEZ DESIGNED BY: RSC Eng ti n 19 O O o LL L6 U) W Z Wo O a tio HtiO0>vcj Y/ n UJ m Z maz H a U) LnJJLn a W Q J ooLua UJ J 0 V Ott q rx v C LuImm o N L6 V tiWO O Tom SHEET TITLE DETAIL SHEET SUBMITTAL NO. 2 SHEET N0. C7mO OF 17 DATE: DECEMBER 3, 2018 Refuse Maglin MLPiSoo im --- r Decorative Bench Maglin MLB720 WASTE PAPER ORGANR:S Waste Trio Malin LXRCr503 Seat Wall Maglin MLB720 Bike rack Maglin MBRzSo Table/Seats Maglin MLB400 Green Screen Decorative Lights Selux - Magnum Dunn Edwards Fine Grain Wood Siding Color Dunn Edwards Barrel Stove Composition Shingle Timberline Prestique-Charcoal Materials Dunn Edwards CheyrtjC01d Dunn Edwards Desert Grey Dunn Edwards Metal Fringe Dunn Edwards Banner Gold Paint Existing New Composition Concrete Block Wall Shingle Roof Existing s1oping roof Composite Section New Green Screen 32'0" Be-yond Siding + 3210" Sign Panel Sign Panel Decordtive Composite DecOrdtive Wood slats with Wood slats with Cornice Siding Cornice Metal Frame Metal Frame 24`0" 20'0" 20`0" 20'0" 12'6" 10'0" - a r, Section/Elevation Shops Section/Elevation CVS 3/16 11 = 1? 0 11 3 JOHNSON LYMAN i6j7J 47j ARCHITECTS 1375 Locust Street, #202, Walnut Creek, CA 94596 UMOmY4LAN DEYE LOPMENT CCid P"T- AC 925.930.9690 930.9039 fax Cielia 1 Squ4aire Dunn Edwards Teddtj Bear Sign Panel Wood slats with Metal Frame Section dP1 iir! Color/Materials CB 2.4.19 MC CtEttAN SQUARE Landscape Development Plans PLANTING NOTES I. Installing Gontractor shall verify quantities and areas to be planted prior to start of job. Notify Landscape Architect of any discrepancies prior to starting work. 2. All planting areas shall be completely free of trash, debris, rocks, and construction materials larger than 2", and shall be brought to finish grade before planting begins. Finish grade shall be 2" below surface of walks, curbs, and paved areas in planting areas where bark is to be installed. Grades shall be flush at catch basins. Surfaces shall be sloped with regard to drainage requirements so that water does not puddle or stand. 3. If additional soil is required, it shall be approved loam as similar to the existing soil as possible, free of debris and noxious weeds. Prior to placing additional soil, disc or scarify the sub -grade to a depth of at least b" to permit bonding to the sub -grade. Spread and rototill a one inch layer of new soil, then proceed to place remaining soil and establish finish grade. 4. Landscape contractor must conduct a soils test to determine amendment quantities. For bid Soil preparation for all planting areas: Apply nitrified wood product amendment at a minimum rate of 6 cubic yards per 1000 sq. ft. and commercial fertilizer (16-16-16 NPK or equal) at a rate of 30 Ibs. per 1000 sq.ft. for shrub and ground cover areas, 20 Ibs. per 1000 sq.ft. for lawn areas. Rototi I I to a depth of 6" to 10". Gompact and settle all areas by application of heavy irrigation to a minimum depth of 12". to prevent arching and whipping under pressure. 6. Root barriers are required in all locations where trees are placed closer than 4b" from curbs or 5. All plants shall be top quality nursery stock, free of disease and insect pests. Plants shall be normal size for container, vigorous, and true to name and variety. Plant holes shall be the some depth as the root ball, and three times the width for shrubs and four times the width for trees, see details. 6. Backfill for the plant holes shall be existing soil which has been previously amended. Apply Osmocote Gontrolled Release Formula fertilizer (18-6-12, 4 month formula) per manufacturer's recommendations. T When planted, crown of plant shall be 1-1/2" above finish grade. Prepare a water basin by forming o soil ring at least 3" high and as wide around the outer edge of the new plant hole. Water thoroughly to eliminate air pockets. 8. Upon completion of planting all containerized material, rake all shrub and ground cover areas to smooth grade, leaving watering basins intact. Prior to placement of bark mulch, all shrub and ground cover areas shall be treated with a pre -emergent herbicide (Ronstar or equal) per manufacturer's directions. Gontractor to verify with manufacturer that pre -emergent will not adversely affect plant health. cl. Place a 3" layer of shredded bark mulch in all shrub and ground cover areas prior to planting of ground cover plants. 10. Ground cover plants shall be planted in straight rows and evenly triangularly spaced a intervals noted in plant legend. Plant each rooted plant with its proportionate amount of rooting soil in a manner that Hill insure minimum disturbance of the root system. II. For trees that require staking, use two 2" diameter treated lodgepole stakes set a minimum of 12" into undisturbed subgrade below the root ball. Place ties and stakes only to the level which Hill hold the tree upright; proper height is b" above the point where the tree Hill snap to an upright position by itself if the top is pulled to one side as if Hind loaded and then released. Ties shall be cinch -tie flexible vinyl (or equal) nailed to stake with galvanized nails, see details. 12. Gontractor shall furnish all labor, material, equipment, and services required to maintain the landscape in an attractive condition as specified herein for a period of 60 days after final acceptance by Owner. Maintenance Period shall commence after all planting and related work has been completed in accordance with Plans and Notes. A prime requirement is that all lawn areas shall show an even, healthy stand of grass which shall be have mown at least twice. Any materials found to be dead, missing, or in poor condition during the Maintenance Period shall be replaced within 10 days of written notification by the Owner. Gontractor shall not be held responsible for damage arising from acts of God, vandalism, theft, or negligence by Owner during the Maintenance Period. IRRIGATION NOTE5 I. Installing Contractor shall verify all dimensions and areas prior to start of job. Intent is for full coverage of planting. Notify Landscape Architect of any discrepancies prior to trenching. 2. Plan is diagrammatic and not intended to show exact and piping in landscape areas wherever possible whenever possible. Sprinkler head spacings are indicated by the center of the symbol. Gontractor system correctly. locations of piping and valves. Install valves Install valves near curbs and sidewalks shown accurately and shall be installed as is responsible for pipe sizing the irrigation 3. All materials shall be new and in perfect condition. No deviations from the specifications will be allowed without prior written approval of Landscape Architect. GENERAL NOTES I. Landscape areas not covered with live material shall be covered with a 3" shredded bark layer. 2. Provide a minimum three foot clearance around all fire protection equipment and associated landscape apparatus. 3. Landscape contractor shall provide protection for all concrete surfaces when installing landscape materials. Staining of concrete from dirt, tire marks and damaged curbs will not be permitted. All damaged surfaces shall be cleaned or replaced. 4. Landscape contractor shall coordinate and install the sleeving and stubbing for irrigation crossing parking lots and paved areas. 4. Mainline shall be SCH 40 PVC or CL315 at a minimum depth of 18" below finish grade. Lateral lines 5. Landscape contractor shall grade all landscape areas 2% min. to drain. Landscape contractor is shall be Glass 200 PVC, at a minimum depth of 8" below grade. Use only the solvent supplied and responsible to provide positive drainage away from all structures. All planters and planter islands recommended by the pipe manufacturer to make plastic pipe joints. Allow 15 minutes set-up curing should be crowned to prevent standing water. time before moving or handling, and 24 hour curing time before water is placed in PVG pipe. L1.4 - HARDSGAPE PLAN D Genter load pipe with a small amount of backfill to prevent arching and whipping under pressure. 6. Root barriers are required in all locations where trees are placed closer than 4b" from curbs or L2.2 - IRRI6RTION PLAN B sidewalks refer to detail for specification and installation. 5. Where more than one pipe is installed in a trench, place pipe side by side at a minimum of 2" apart. Where soil conditions are rocky, place a 4" layer of fine material on bottom of trench prior to installation of pipe. 6. All valves shall be installed in Brooks poly -plastic valve boxes (rectangular shape) or equivalent. Valves shall be installed in Brooks 141cf-12-4B and drip valves with filters and PRVs shall be installed in Brooks 1220-12-4B. Top of valve box to be I"above finish grade. 7. Securely mount controller as directed by manufacturer. Gomplete all electrical connections to controller. All control wire shall be #14 U.L. direct burial. Tape and bundle every 20'. Place at a minimum depth of Ib", installing in common trenches with mainline whenever possible. Where wire crosses paving, encase wire in a SGH 40 PVC, sleeve. For extra mainline, label, and leave in last valve box for future access. b. At valves, both wires shall be brought into valve box and shall have an excess loop of 24" before being spliced into the solenoid pigtails using Pentite connectors. cf. After valves have been installed, test all mainlines for leaks at full line pressure for a period of 2 hours with couplings exposed and pipe sections center loaded. Before testing, fill line with water for at least 24 hours. Provisions shall be made for thoroughly bleeding the line of air and debris. Correct all defects and retest. 10. All excavations shall be backfilled with fine material to 4" above crown of pipe and tamped; then fill with earth and tamp. All trenches shall be left flush with adjoining grade and in a firm unyielding condition. Any subsequent settling shall be corrected by the Gontractor. 11. Install systems without drip tubing and drip emitters. Flush and operate each valve system at ful pressure until all debris is removed. Install drip tubing and drip emitters. 12. Test to determine that all valves function according to manufacturer's data and give full coverage according to intent of drawing. Replace and adjust as necessary. 13. Gontractor shall set initial program for the controllers. Gontractor shall provide Owner with the instruction manual and demonstrate its operation to the Owner. 14. Gontractor shall guarantee all parts and labor for one year with exception of damage caused by vandalism, theft, adverse natural conditions, or anything beyond the control of the Gontractor. 7. Quantities found in the plant legend are for contractor convenience. in the event that the quantities in the legend differ from those found on the plans, the quantities found on the plans will take precedence. 8. Gontractor to hand dig only under existing tree canopies, no mechanical excavation will be allowed, do not cut any roots 2" or larger in diameter, if it is necessary to prune roots 2" in diameter or larger, contractor shall hire the services of a licensed arborist to supervise and direct the work, follow all recommendations of the arborist. YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497, 10487, 10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. C 0 Z w W W O W U W Up w w W QU O U Z W "n N H U Q 4 W U W I-- U These drawings are instruments of service and are the property of Yomasaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yamosoki Landscape Architecture. Sheet Title COVER SHEET SUBMITTAL NO. 3 Seal 01 _p,NDSCAPF AMS 9Renewal Date 20 12/ DacteosJ, P qTF OF CAO () No. Date Revision 0 0 0 0 A Project Mgr,: IMA Sheet No.: Drawn By: JMA Scale: L o • I Date: 03 MAR 18 File Name: MS-CV1 of sheets 0 o 0 m a_ LO M i 00 0 N z rnN O 3V 7U Cn U CD 30 0 U) 00 Q UU i vi DRAUJfNG INDEX - LO. I- COVER SHEET AND NOTES LI.I - HARDSGAPE PLAN A L1.2 - HARDSGAPE PLAN B L1.3 - HARDSGAPE PLAN G L1.4 - HARDSGAPE PLAN D L2.1 - IRRIGATION PLAN A L2.2 - IRRI6RTION PLAN B L2.3 - IRRIGATION PLAN G L2.4 - IRRI6RTION PLAN D L2.5 - WATER CALCULATIONS L3.1 - PLANTING PLAN A L3.2 - PLANTING PLAN B L3.3 - PLANTING PLAN G L3.4 - PLANTING PLAN D L3.5 - SOILS REPORT L3.6 - PLANT PHOT05 L4.1 - HARDSGAPE DETAILS L4.2 - IRRI6RTION DETAILS L4.3 - PLANTING DETAILS YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497, 10487, 10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. C 0 Z w W W O W U W Up w w W QU O U Z W "n N H U Q 4 W U W I-- U These drawings are instruments of service and are the property of Yomasaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yamosoki Landscape Architecture. Sheet Title COVER SHEET SUBMITTAL NO. 3 Seal 01 _p,NDSCAPF AMS 9Renewal Date 20 12/ DacteosJ, P qTF OF CAO () No. Date Revision 0 0 0 0 A Project Mgr,: IMA Sheet No.: Drawn By: JMA Scale: L o • I Date: 03 MAR 18 File Name: MS-CV1 of sheets 0 o 0 m a_ LO M i 00 0 N z rnN O 3V 7U Cn U CD 30 0 U) 00 Q UU i vi I ' II I I I II I I I I I I I I I I I IIIIIIIIIIIII I IIIIIIII I III l I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I 11 O I II I II I II I II 0 I Ij I II I II I II I II I II I II I II I II I II I II I II I II AA I II 0 II I II I II I "I r I II M I II r II I II r II I II a III I II I II I ZII I I II I XII I O II I II a III I II C1 1j I II I II I II I II I II I II I II I I I 3'. I II it - I li O I I II N I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II lu I II I II I II I II I II I II I II I II I II I II I II I II I II I II 01-13 I II I II I II I II I II I II I I I II I I II I I I 1 IIL_- JI I III MATGHL 4 T EE 5HEETI 111 1.3 I I i it I II I 11 I 11 I 11 I 11 I 11 I II I 11 I 11 I 11 I ! !I Z J I W LUN I LU V --- -- ------------------ -- - 0 L ------J o< ,–------------------------=====_________________________________________ — L -----J== I I ' I ' I I I IIIII fes= II I SHEET NOTES SYMBOL DESCRIPTION 01-01 Bench - Maglin Site Furniture MLB720 Series backless wall mount bench, color: Silver 14 powdercoat, gloss, typ. Available from Maglin Site Furniture, contact Blair Berkly, (800) 716-5506. See Architectural Plans for details. 01-02 Bench - Maglin Site Furniture MLB720 Series bench with back and legs, color: Silver 14 powdercoat, gloss, surface mount, typ. Available from Maglin Site Furniture, contact Blair Berkly 800 716-5506. 01-03 Trash, Receptacle, Organics W/Ash Urn - Maglin Trash/Recycle Gontoiner LXRG 1505 -48 -MS and side mounted Ash Urn MLAU101, color: Silver 14, Gloss, surface mount per manufactures specifications, typ. Available from Maglin Site Furniture, contact Blair Berkley, 800 716-5506. 01-04 Bike Rack - Maglin MBR150 Series, color: Silver 14, gloss, surface mount per manufactures specifications, typ. Available from Maglin Site Furniture, contact Blair Berkley 800 716-5506. 01-05 Table - Maglin Site Furniture MLPT400-DB-W and MLPT400-DB-W-WGA Series, color: Silver 14, Gloss, I pe Wood, direct burial mount per manufactureres specifications, typ. Available from Maglin Site Furniture, contact Blair Berkley 800 716-5506. u L 01-06 Pots - Maglin Site Furniture, MLP1500-MPS-51 4z.` 14 MLP1500-MPS-52, width: 18" x 18", height: 11.4 S,4: L 18" and 55", color: Silver 14, gloss. contractor 01-11 ` L _ ` I to provide irrigation and drainage to each L'z pot, surface mount per manufactures specifications, typ, available from Maglin Site L I Furniture, contact: Blair Berkley 800 01-06 01-02 1 01-06 -716-5506. 01-03 I AD 01-02 01-03 01-07 Goncrete Paving - Goncrete paving with score LAJ Ei Ei pattern as shown, naturo I gray color, with 01-02 I 01-12 medium broom finish, typ. 121-011II ®g IF -T1 D ® 0 ,'I I`\ o =- J _L _ ° -12 01-06 ft] 01-08 Green Screen - 6'H x 8'W post mounted modular screens with top and bottom channels, edge trim and post caps, see details sheet i L4.1, details "D" and "E", typ. contact John 01-09 oe000 ®-------® Souza (800) 450-5484. O ---------- ° p° c o 1- 0401- 0 9 Planters - Gast in place concrete planters, 01-09 see Architectural plans for details, typ. I01-10 Gort Goro I - see Arch itectura I plans, typ. Existing planters and walls to remain, typ. f \\\ e \ 11 171 D 0 (/ rte\\ i I 1( \\ \\ 1 \ D Green Screen SeArc itectura I plans. UNDERGROUNDS'i m r \ I -T -I WATER LINE 2Ix4I I waaI / \dr \ \\l I / / Redwood Hederbord, locate cit back II EASEMENT r' r o ` r ° a °° (( 01-13 I fir' of proposed bicycle pedestrian easement, see Givil plans. II IIII ii 99% i' ii LU J ii ii II F 7 ii \ ii ii LU ii AGGESSIB1-ITY NOTES: ii \\\\ II 10 <<' \\ ; < LU ii ;; A. At all Trash Trio, provide accessible space of II UNDERGROUND \` \ II II W II 11 30" x 48" in front of unit and accessible reachII / / iil ii\ I' II In II II UTILITY EASEMENT shall not exceed 48 tEV] typ II / B II , r/ \ ,I II 11 II . At all tables, provide accessible space of 50" x 48" typ., table height shall be 43" max and II knee clearance shall be 27" min., provide MP T H 11 INE II II accessible tables where shown on plon SEE SWE„T 1-1.3 I 11 ii II G. At all benches, provide accessible space of 30" x 48" and 36" x 48" of all alcoves, typ. 0. At tables, 5% of seating shall be accessible. II I 11 II Quantity of tables provided = II Seats per table = 4 Total Number of Seats = 44 Required number of accessible seats 5% = 3 Number of accessible seats provided = 4 FART I/ L 517r= FL \I \ 20' QTY NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497,10487,10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. h Z w p W O W U W UQ w_ W C1 UWy U Z W U Q U W P- W QU These drawings are instruments of service and are the property of Yamosaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yomasaki Landscape Architecture. Sheet Title HARD S CAPE PLAN SUBMITTAL NO. 3 Seal pNOSCgpF 4, AMBROA O On 4 gnature 20 Renewal Date 12/ D3/at18 e P qTF OF CALVE No. Date Revision 0 0 0 0 0 Project Mgr.: )MA Sheet No.: Drawn By: BJP TLScale: "" = zo'-o" Date: 03 MAR 18 File Name: MS -HS 1 of sheets r L=====J ,L =====J 1L =_= JJ II I I At - LU III I WI==============---------------- _____________ _—_________ III IIWI I I III II N I I i i iiiIIIIII I I III I a III I I III I III II III IIIIII IIIIIII II II ji=l1 rr== III I I II o Ij / /// J u v III n ` III II III I II III II II III IIIIIII IIIIIII IIIIII I11IIIII I II III I _ II II III — II III JJJ JJiJ , I ii III ----- lu li IIS, L JI III II F`LIZ,I II iI Lt L L I I n IIIII iLLLZ i iii i z ii \ iii it II III I I II II I II III II II III II II III iIIIII II III I I II III I II III I II III I II III I II III I I II III II 01-06 II III I II III I 01-02 I 01-12 01-03 II III II II III II II In I 01-01 01-04 01-10 01-04 01-06 01-12 II III I I -l III i II iii II Ih II II o L— —J - ® ® El I I II — 1— / I eOoeosoeosoeo0 \ d I ' \ // I I vovovovovovo \ I I 002 I / j / ]i i[ // III I pi 1-1—L–L---------------- II Ie e ° 21-611 01-05 01-09 I o III IIIIli-' III I I iii I I I I iii i pen... I s°°II moi \`-' \ y oe$a \` I \\ i) v/ III it I s °eoe F II II I II II yo l u II II II I I IIIJWIIIII luI ii W I ii ii /i / I iii II I I ii iiMATI GHLINE I I iII lu II h I i lu MATGHL I NE ii SEE HEFT L1.4 SEE SHEET 1-1.4 II II I < III u II I II II II ' III II II / , I III II ii II / I I III II II II I I III II II II I I n II II I // iii ii II i I III II I II II I I 41 FART I AL 517r= FL \I SHEET NOTES SYMBOL DESGRIPTION 01-01 Bench - Mciglin Site Furniture MLB720 Series backless wall mount bench, color: Silver 14 powdercoat, gloss, typ. Available from Maglin Site Furniture, contact Blair Berkly, (800) 716-5506. See Architectural Plans for details. 01-02 Bench - Maglin Site Furniture MLB720 Series bench with back and legs, color: Silver 14 powdercoot, gloss, surface mount, typ. Available from Maglin Site Furniture, contact Blair Berkly 800 716-5506. 01-03 Trash, Receptacle, Organics W/Ash Urn - Maglin Trash/Recycle Gontoiner LXRG 1505 -48 -MS and side mounted Ash Urn MLAU101, color: Silver 14, Gloss, surface mount per manufactures specifications, typ. Available from Maglin Site Furniture, contact Blair Berkley, 800 716-5506. 01-04 Bike Rack - Maglin MBR150 Series, color: Silver 14, gloss, surface mount per manufactures specifications, typ. Available from Maglin Site Furniture, contact Blair Berkley 800 716-5506. 01-05 Table - Maglin Site Furniture MLPT400-DB-W and MLPT400-DB-W-WGA Series, color: Silver 14, Gloss, Ipe Wood, direct burial mount per monufactureres specifications, typ. Available from Maglin Site Furniture, contact Blair Berkley 800 716-5506. 01-06 Pots - Maglin Site Furniture, MLP1500-MPS-51 MLP1500-MPS-52, width: 18" x 18", height: 18" and 55", color: Silver 14, gloss. contractor to provide irrigation and drainage to each pot, surface mount per manufactures specifications, typ, available from Maglin Site Furniture, contact: Blair Berkley 800 716-5506. 01-07 Goncrete Paving - Goncrete paving with score pattern os shown, naturo I gray color, with medium broom finish, typ. 01-08 Green Screen - 6H x 8'W post mounted modular screens with top and bottom Ghannels, edge trim and post Gaps, see details sheet L4.1, details "D" and "E", typ. contact John Souza (800) 450-54ci4. 01-09 Planters - Gast in place concrete planters, see Architectural plans for details, typ. 01-10 Gort Gorol - see Architectural plans, typ. 01-11 Existing planters and walls to remain, typ. 01-12 Green Screen - See Architectural plans. 01-13 2"x4" Redwood Headerboord, locate at back of proposed bicycle pedestrian easement, see Givil plans. AGGESS I BL I TY NOTES: A. At all Trash Trio, provide accessible space of 30" x 48" in front of unit and accessible reach shall not exceed 48", typ B. At all tables, provide accessible space of 30" x 48" typ., table height shall be 43" max and knee clearance shall be 27" min., provide accessible tables where shown on plan G. At all benches, provide accessible space of 30" x 48" and 36" x 48" at all alcoves, typ. D. At tables, 596 of seating shall be accessible. Quantity of tables provided = II Seats per table = 4 Total Number of Seats = 44 Required number of accessible seats 5% = 3 Number of accessible seats provided = 4 20' QTY NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497,10487,10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. C/1 O Zw W O W U W UQ1 w_ cry W c. a C) UW O U Z W U Q U W W QU These drawings are instruments of service and are the property of Yamosaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yomasaki Landscape Architecture. Sheet Title HARD S CAPE PLAN SUBMITTAL NO. 3 Seal p.NOSCgpF AMBROS/ 94'0< 1 A cn gnature 20 Renewal Date 12/3/18 Date P qTF OF CAL\ FO) No. Date Revision 0 0 0 0 0 Project Mgr.: iMA Sheet No.: Drawn By: B J P 1' Scale: r = 20,-0" Date: 03 MAR 18 File Name: MS -HS 1 of sheets 01-13 I 01-03 0 r M r r a z on I UINULNUKUUINU ii UTILITY EASEMENT Cv II II X/r rir I /r I I J I I I I I I I I I I I I I I ^ I I I I I I I I I SIG 01-13 r ` I I I u u II II II II II II II II II II II II II II II II SEE SHEET L I .I ' II 'I II II MATGHLINE I n C\ \ II Ij II II ii ii Z ii II wLUJ II W II ii I II II II IIIII l II I II II II II II II II II II I II II II II II II nr II < I n / II ii II n II II II II jj II II II II II II 22'-6" i II II II II II GL II II 'I I II II II II II II II 13 II II II II i II II I II II II II II II I ii ® II II ii ii17b 5 -O f113 df1 X7 V 1.3;1 :, -d AJ11f1 1 1i), II II li F I II ii ii ii01-0501-03 `z II JI II II II II cSJ JI GL II%1\ II a_L_ 51-O" ii \\v ii i TN-WUSVII I C) Q- ii ii I GNN b Md1GNN AD _ (h II II II 1IIII II 0I, 01-03 I I 01-07 QnDn u n ° u ii ii ii II II II 22, ( 0 :1- 0:2 01-06 I 1-06 N II 011 O151-011 o t r=======_==- I I I I GI FART 1 AL 517F. FLAN S. DE ANZA BOULEVARD I I 01-03 SHEET NOTES SYMBOL DESCRIPTION 01-01 Bench - Maglin Site Furniture MLB-720 Series backless wall mount bench, color: Silver 14 powdercoat, gloss, typ. Available from Maglin Site Furniture, contact Blair Berkly, (800) 716-5506. See Architectural Plans for details. 01-02 Bench - Maglin Site Furniture MLB720 Series bench with back and legs, color: Silver 14 powdercoat, gloss, surface mount, typ. Available from Maglin Site Furniture, contact Blair Berkly 800 716-5506. C01-03) Trash, Receptacle, Organics W/Ash Urn - Maglin Trash/Recycle Gontoiner LXRG 1505 -48 -MS and side mounted Ash Urn MLAU101, color: Silver 14, Gloss, surface mount per manufactures specifications, typ. Available from Maglin Site Furniture, contact Blair Berkley, 800 716-5506. 01-04 Bike Rack - Maglin MBR150 Series, color: Silver 14, gloss, surface mount per manufactures specifications, typ. Available from Maglin Site Furniture, contact Blair Berkley 800 716-5506. 01-05 Table - Maglin Site Furniture MLPT400-DB-W and MLPT400-DB-W-WGA Series, color: Silver 14, Gloss, I pe Wood, direct burial mount per monufoctureres specifications, typ. Available from Maglin Site Furniture, contact Blair Berkley 800 716-5506. 01-06 Pots - Maglin Site Furniture, MLP1500-MPS-51 MLP1500-MPS-52, width: I8" x 18", height: 18" and 55", color: Silver 14, gloss. contractor to provide irrigation and drainage to each pot, surface mount per manufactures specifications, typ, available from Maglin Site Furniture, contact: Blair Berkley 800 716-5506. 01-07 Goncrete Paving - Goncrete paving with score pattern os shown, noturo I gray color, with medium broom finish, typ. 01-08 Green Screen - 6H x 8'W post mounted modular screens with top and bottom channels, edge trim and post caps, see details sheet L4.1, details "D" and "E", typ. contact John Souza (800) 450-5484. 01-09 Planters - Gast in place concrete planters, see Architectural plans for details, typ. 01-10 Gort Goral - see Architectural plans, typ. 01-11 Existing planters and walls to remain, typ. 01-12 Green Screen - See Architectural plans. 01-13 2"x4" Redwood Headerboord, locate of back of proposed bicycle pedestrian easement, see Givil plans. AGGESSIBLITY NOTES: A. At all Trash Trio, provide accessible space of 30" x 48" in front of unit and accessible reach Sha I I not exceed 48", typ B. At all tables, provide accessible space of 30" x 48" typ., table height shall be 43" max and knee clearance shall be 2.7" min., provide accessible tables where shown on plan G. At all benches, provide accessible space of 30" x 48" and 36" x 48" at all alcoves, typ. 0. At tables, 5% of seating shall be accessible. Quantity of tables provided = II Seats per table = 4 Total Number of Seats = 44 Required number of accessible seats 5% = 3 Number of accessible seats provided = 4 20' QTY NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497,10487,10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. V J Q Z w p W W-4 U W UQ C) UWy r=Q U Z W U Q U w w D QU These drawings are instruments of service and are the property of Yamosaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yomasaki Landscape Architecture. Sheet Title HARD S CAPE PLAN SUBMITTAL NO. 3 Seal ODSCgpF 4, AMBRO k 1 gnature 20 Renewal Date 12/3/18 Date P qTF OF CAO0?' No. Date Revision 0 0 0 0 0 Project Mgr.: f MA Sheet No.: Drawn By: B J P Scale: r"= 20,-0 " L -r-3 Date: 03 MAR 18 File Name: MS -HS 1 of sheets II ii ii SEE SHEET 1-1.2 ii II II I r I II I MATGHL I NE II II LU II II II II cO II II II z ii II n II II II W = II IIzII I I II II II W ii II I N II II II II II I IiiIII II II n II II II II II II I II II II II II II II II II II II I I II I II II II IIII II IIII I II IIIIIIIIIIIIIIIIIIIIII II IIIIIIIIII I u uII II IIIIIIIIIIIIIIIIIIIIIIIIIIII I II IIIIIIIIIIIIIIII II IIIIIIIIunnII II ii ii II II II II II II II II II II II IIII II II II n II u n !! u 11 1N-AIISV- I I N 21111VM GNn jON-0Nn OL I I u II II II II II II II II II II II II II II II I IiiII ii II I II l I 1 vim/ W I I I II I I I I I I I I I I I II II II I I I I I II II I I I I I I I \ I I I I I I I I I r. I I I I I I I L SEE SHEET 1-1.2 MATGHL I NE I II II ill III I II III I I ill III III r, I II I I III u Hl III III ill I II III I II III ill I II III III III III III III 10' UNDERGROUND UTILITY EASEMENT r-------------------= I I I II Q 8 I I I II I I I II I I I II d li II I I I I I II I I 1-0AlbiAd AY AJ21A r r — » I I I IIII I I r 11 I I I II I I I II I I II I I II I I II I L -------JJ L------------- m_I LANDSCAPE ARCHITECTURE J Z 1223 HIGH STREET LU 95603 W I J FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497,10487,10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. W W I BLVD. CUPERTINO, CA I VIII l°Lo I I I I I I I I I I I I I I I I I I I I I S. DE ANZA BOULEVARD I I I I I FAR71 AL 517E FLAN SHEET NOTES SYMBOL DESCRIPTION 01-01 Bench - Maglin Site Furniture MLB720 Series backless wall mount bench, color: Silver 14 powdercoat, gloss, typ. Available from Maglin Site Furniture, contact Blair Berkly, (800) 716-5506. See Architectural Plans for details. 01-02 Bench - Maglin Site Furniture MLB720 Series bench with back and legs, color: Silver 14 powdercoat, gloss, surface mount, typ. Available from Maglin Site Furniture, contact Blair Berkly 800 716-5506. C01-03) Trash, Receptacle, Organics W/Ash Urn - Maglin Trash/Recycle Gontoiner LXRG 1505 -48 -MS and side mounted Ash Urn MLAU101, color: Silver 14, Gloss, surface mount per manufactures specifications, typ. Available from Maglin Site Furniture, contact Blair Berkley, 800 716-5506. 01-04 Bike Rack - Maglin MBR150 Series, color: Silver 14, gloss, surface mount per manufactures specifications, typ. Available from Maglin Site Furniture, contact Blair Berkley 800 716-5506. 01-05 Table - Maglin Site Furniture MLPT400-DB-W and MLPT400-DB-W-WGA Series, color: Silver 14, Gloss, I pe Wood, direct burial mount per manufactureres specifications, typ. Available from Maglin Site Furniture, contact Blair Berkley 800 716-5506. 01-06 Pots - Maglin Site Furniture, MLP1500-MPS-51 4 MLP1500-MPS-52, width: 18" x 18", height: 18" and 55", color: Silver 14, gloss. contractor to provide irrigation and drainage to each pot, surface mount per manufactures specifications, typ, available from Maglin Site Furniture, contact: Blair Berkley 800 716-5506. 01-07 Goncrete Paving - Goncrete paving with score pattern as shown, naturo I gray color, with medium broom finish, typ. 01-08 Green Screen - 6H x 8'W post mounted modular screens with top and bottom channels, edge trim and post caps, see details sheet L4.1, details "D" and "E", typ. contact John Souza (800) 450-5484. co1-09 Planters - Gast in place concrete planters, see Architectural plans for details, typ. 01-10 Gort Gora I - see Arch itecturo I plans, typ. 01-11 Existing planters and walls to remain, typ. 01-12 Green Screen - See Architectural plans. 01-13 2"x4" Redwood Headerboard, locate at back of proposed bicycle pedestrian easement, see Givil plans. AGGESSIBLITY NOTES: A. At all Trash Trio, provide accessible space of 50" x 48" in front of unit and accessible reach sho I I not exceed 48", typ B. At all tables, provide accessible space of 50" x 48" typ., table height shall be 45" max and knee clearance shall be 27" min., provide accessible tables where shown on plan G. At all benches, provide accessible space of 50" x 48" and 56" x 48" at all alcoves, typ. D. At tables, 5% of seating shall be accessible. Quantity of tables provided = II Seats per table = 4 Total Number of Seats = 44 Required number of accessible seats 5% = 5 Number of accessible seats provided = 4 20' QTY NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497,10487,10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. h Q Z w p W-4 W-4 U W UQ w_ w 1 Uy I 1 Q U Z W-4 U Q U w w D QU These drawings are instruments of service and are the property of Yamosaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yomasaki Landscape Architecture. Sheet Title HARD S CAPE PLAN SUBMITTAL NO. 3 Seal ODSCgpF 4 , AMBRO k 1 gnature 20 Renewal 12/511ab Date P qTF OF CAL\ EO?' No. Date Revision 0 0 0 0 0 Project Mgr.: iMA Sheet No.: Drawn By: B J P Scale: r"= 20,-0 L r-4 Date: 03 MAR 18 File Name: MS -HS 1 of sheets W I:©] r M r r a Z 2" 2" 10 6.0 GUT GAP ALL OVERHEAD 1 y2„ SPRAY W 1 TH I N THIS PLANTER. UTILIZE THE (E) LATERAL FOR THE SUBSURFACE DRIP TUBE SUPPLY HEADER. 3/4„ I 3/4„ 12A\5.0 1 y2„ 2» 2„ I I tf- 2 -- — 2 —2„ ®-- I i r 2„ II I II I II — I I 3/4„ MATGHL I NE SEE SHEET L2.3 I I II I II 111 111 111 I II I II I II I I I II r-------------r--,---r------- -- GAS METERS! IT f1 IT r NOTE: CONTRACTOR MUST INSTALL PVC ALL DRIP YSTEMS PER DEIAIILS N ON THE I RRI GAT I ON DETAIL _ EET. ALL SUBSURFACE DRIP LINE MUST TERM I NATE IN A PVG EXHAU T HEADER. PLANS ONLY SHOW PVC SUPPLY HEADERS. c z UNDERGROUND m m M WATER LINE o EASEMENT IT' r o E) WATER METER AND RAGED PRESSURE PRI NG I PLE BACKf:'f_OW. GONTRAGTOR TO BORE UNDER S I DEWAL K, NO HYDRAUL I G B0f*,TN6FWLD BE ALLOWED. UTILITY EASEMENT 11 8.5 1 y2„ ALL! IRRIGATION EQUIPMENT TOE OUTS 1 DE OF THE PEVESTRIAN BICYCLE EA EMENT, TYP. FAR71AL 517E FLAN r - CA A' w IRRIGATION CONTROLLER Z_ LOCATION. REPLACE THE (E) CONTROLLER IN THE SAME v LOCATION. TH 1 S CONTROLLER CA WILL UTILIZE THE WEATHER T — T BASED SENSOR CLOSER TO CONTROLLER 'B'. CONTRACTOR TO SYNG CONTROLLER 'A' WITH THE ca, WEATHER BASED SENSOR. BUILDING C REFER TO MANUFACTURERS EEO RECOMMENDATIONS. SITE WORK v 1 u u 10465 S. DE ANZA BLVD & 10495 S. 19 N MANUFAGTURER/MODEL/DESGRI PTI ON w Z_ Manual flush valve. w v w CA pop-up stem. Body/Stem: UV -resistant plastic T — T Area to Receive Drip Emitters T + +1 LU I Single Outlet, Pressure Gompensating Drip Emitters. Flow rates of 0.59ph=blue, 10445 & 10455 S. DE ANZA BLVD. 7 BUILDING C L=====J EEO Area to Receive Dripline SITE WORK Netafim TLDL-6-15 (15) 10465 S. DE ANZA BLVD & 10495 S. Techline Pressure Gompensating Landscape 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 L'i Lt kc" M \_ L I I I ALL RAISED PLANTERS ADJAGENT TO \ THE BU I LD I N6 FRONTAGE ARE TO BE IRRIC6ATED WITH RAIN BIRD XB -PG - \ PRESSURE GOMPENSAT I NG DRIP EMITTERS, NPIL-1.G AL REFER TOT HE AR G T GTIEURAL PLAN SET, SHT. A50I, DETAIL 8 AND 2 I 3r4„ L FOR IRRIGATION LATERAL PIPE DETAIL. \/ 2„ 2„ 2„ I e 2„ u 2» 2» 6.0 )15 GONTRAGTOR TO F I E 1y2„ VERIFY THE LOCATION OFaE) CONTROL VALVE #15A IRRIGATION ZONE 15 I% MATGHLL SEE 5lPI T L2.3 RR OAS ON 5GHE1-_;)ULE SYMBOL MANUFAGTURER/MODEL/DESGRI PTI ON Y Netafim TLSOV 1223 HIGH STREET Manual flush valve. 0 Hunter EGO -ID 530) 885-0040 Working Pressure: I5-50 PSI. Visual: 6" yellow CA pop-up stem. Body/Stem: UV -resistant plastic T — T Area to Receive Drip Emitters T + +1 Rain Bird XB -PG I Single Outlet, Pressure Gompensating Drip Emitters. Flow rates of 0.59ph=blue, 10445 & 10455 S. DE ANZA BLVD. I.Ogph=black, and 2.Ogph=red. Gomes with a BUILDING C self -piercing barb inlet x barb outlet. 10425 S. DE ANZA BLVD. Area to Receive Dripline SITE WORK Netafim TLDL-6-15 (15) 10465 S. DE ANZA BLVD & 10495 S. Techline Pressure Gompensating Landscape BLVD. Dripline. 0.66PH emitters at 18.0" O.G. Dripline CUPERTINO, CA laterals spaced at 15.0" apart, with emitters TRASH ENCLOSURES offset for triangular pattern. Surface and Sub 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA Surface Installations. UV Resistant. SYMBOL MANUFAGTURER/MODEL/DESGRI PTI ON CB Hunter IC -0600 -PL - Replacing (E) Gontroller 'B' 1223 HIGH STREET Modular Gontroller, (b stations, Outdoor Model, AUBURN, CALIFORNIA Plastic Gabinet. No Module Required. Gommercial 530) 885-0040 Use. CA Hunter IG -2400 -PL - Replacing (E) Gontroller 'A' www.yamasaki-la.com Modular Gontroller, 24 stations, Outdoor Model, Plastic Gabinet. Gommercial Use. With three 10467 & 10457 S. DE ANZA BLVD. IGM-600 modules included. BUILDING B Hunter WSS-SEN - Both Gontrollers will share this 10445 & 10455 S. DE ANZA BLVD. Sensor BUILDING C Nireless Solar, rain freeze sensor with outdoor 10425 S. DE ANZA BLVD. interface, install as noted. Includes gutter mount SITE WORK bracket. Module not included. 500' max from 10465 S. DE ANZA BLVD & 10495 S. controller. BLVD. Rain Bird OKCHK-100-200-150M CUPERTINO, CA I" Inlet/Outlet w/ 100 mesh stainless steel TRASH ENCLOSURES screen= Red 120 mesh stainless steel screen= 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA Green 200 mesh stainless steel screen= White Irrigation Lateral Line: PVC Glass 200 SDR 21 PVC, Glass 200 irrigation pipe. Pipe Sleeve: PVC, Schedule 40 Q Typical pipe sleeve for irrigation pipe. Pipe Z sleeve size shall allow for irrigation piping and their related couplings to easily slide through W sleeving material. Extend sleeves IS inches beyond edges of paving or construction. Valve Callout Valve Number Valve Flow Valve Size NOTE: EXISTING IRRIGATION CONTROL VALVES TO BE USED. ADD RAIN BIRD NON PRESSURE GOMPENSATIN6 OUIGK-CHECK BASKET FILTER TO ALL DRIP VALVES. FOR EASIER INSTALLATION OF THE PROPOSED BASKET F I LTER(S) AND LONG TERM MAINTENANGE, REMOVE THE EXISTING VALVE BOX AND INSTALL A JUMBO VALVE BOX IF THE AREA WILL PERMIT THIS UPGRADE. TREES NEED A DEEP WATERING GYGLE ONCE A WEEK. GONTRAGTOR TO ADD AN ADDITIONAL ONCE A WEEK RUN-TIME FOR ALL DRIP VALVES THAT HAVE TREES WITHIN THEIR ZONE. IRRIGATION PLAN IS DIA6RAMMATIG; INSTALL VALVES AND IRRIGATION LINES IN PLANTERS WHENEVER POSSIBLE. GONTRAGTOR MUST INSTALL PVC, SUPPLY AND EXHAUST HEADERS ON ALL DRIP SYSTEMS PER DETAILS ON THE IRRIGATION DETAIL SHEET. ALL SUBSURFAGE DRIP LINES MUST TERMINATE IN A PVC, EXHAUST HEADER. PLANS ONLY SHOW PVG SUPPLY HEADERS. GONTRAGTOR MUST INSTALL DRIP LINE 2" FROM GURBS, WALLS, RIPRAP, SERVIGE ROADS AND TOP/TOE OF SLOPES WITHIN ALL LANDSCAPE AREAS TO PROMOTE ROOT 6RONTH OF ALL PLANT MATERIALS. GONTRAGTOR TO GONTAGT NETAFIM USA's PRODUGT AREA SPEGIFIGATION MANAGER DINO VIALE AT 510-365-5186 FOR A PRE- GONSTRUGTION MEETING. INSTALLATION PROGEDURES AND TRAINING FOR ALL NETAFIM PRODUGTS WILL BE DISGUSSED AND TAUGHT. 20' NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497,10487,10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. C/1 Q Z d„i W 0 W U W UQ W a C1 UW U Z W U Q U W W QU These drawings are instruments of service and are the property of Yamosaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yomasaki Landscape Architecture. Sheet Title IRRIGATION PLAN SUBMITTAL NO. 3 Seal p.NOSCgpF AMBROS/9',y/ O cn 1 gnature 20 12%3%18 Date P qTF OP CAL\F No. Date Revision 0 0 0 0 0 Project Mgr.: iMA Sheet No.: Drawn By: SPG L2. ISeale: I = 20,-011 Date: 03 MAR 18 File Name: MS -IR 1 of sheets 0 0 0 m u7 L6 00 0 N OZ J 3 UU CD 0 0 0 UU 3 i vi I I J Z LU r IRRIGATION ZONE 5 I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I L •. IN ZONE 15 LL •. I ALL RAISED PLANTERS ADJAGENT TO THE BUILDING FRONTAGE ARE TO BE IRR 16ATED WITH RAIN BIRD XB -PG - PRESSURE GOMPENSATING DRIP EMITTERS, TYPICAL. REFER TO THE ARGHITEGTURAL I II 4/4„ PLAN SET, SHT. ASOI, DETAIL 8 AND 2 PnQ IPPIr- ATlnt\I I ATFQAI PIPP r-)PTAII TGHL I NE SHEET L2.4 LL V] ;IIII IIIII II IIIII IIII I II II II II LL========1 II IIIII III I III IIII I II III III jl iii II IIII I II i IIII I III I III II IIIIjl i s=J I III IILIIII II III II III II III II IIIII I III I III II III I I III III lu IluIIIIII I III IIII IIIIIIIIII ii III I IRRIG OiN i NE 14 iii I I lu II lu II lu II Ilu II F— ee IRRIGATION ZONE I I I In I In II In it IIII In II III II Ij° lu III I III I I lu I III I IluII III IIIIII III I IIIII In IIInI III I IIIII lu II lu II III II IIIII lu I lu II lu I II lu II III II IIII IIIIII In I II I IIII III I i III IIIIII III III III I III II II II III I lu I lu I III Ij III I n I lu IIluI Iu I L III `I III III u lu lu III III u I;; Ilu lu lu lu u I MATGHL I NE SEE SHEET L2.4 E)7 6.0 I I 3 „ v IRRIGATION ZONE 1 4 FART 1 AL 517E FLAN SYMBOL MANUFAGTURER/MODEL/DESGRIPTION Y Netof im TLSOV 1223 HIGH STREET Manual flush valve. 0 Hunter EGO -ID 0 Working Pressure: 15-50 PSI. Visual: 6" yellow FAX (530) 885-0042 pop-up stem. Body/Stem: UV -resistant plastic Area to Receive Drip Emitters Rain Bird XB -PG I Single Outlet, Pressure Gompensating Drip Emitters. Flow rates of 0.59ph=blue, 10445 & 10455 S. DE ANZA BLVD. I.Ogph=black, and 2.Ogph=red. Gomes with o BUILDING C self -piercing barb inlet x barb outlet. 10425 S. DE ANZA BLVD. Area to Receive Dripline SITE WORK Netafim TLOL-6-18 (18) 10465 S. DE ANZA BLVD & 10495 S. Techline Pressure Gompensating Landscape BLVD. Dripline. 0.66PH emitters of 18.0" O.G. Dripline laterals spaced of 18.0" apart, with emitters TRASH ENCLOSURES offset for triangular pattern. Surface and Sub 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA Surface Installations. UV Resistant. SYMBOL MANUFAGTURER/MODEL/DESGRIPTION CB Hunter IG -0600 -PL - Replacing (E) Gontroller 'B' Modular Gontroller, 6 stations, Outdoor Model, Plastic Gabinet. No Module Required. Gommercial Use. CA Hunter IG -2400 -PL - Replacing (E) Gontroller 'A' JEFF AMBROSIA, ASLA Modular Gontroller, 24 stations, Outdoor Model, 1223 HIGH STREET Plastic Gabinet. Gommercial Use. With three AUBURN, CALIFORNIA IGM-600 modules included. 0 Hunter WSS-SEN - Both Gontrollers will share this FAX (530) 885-0042 Sensor www.yamasaki-la.com Wireless Solar, rain freeze sensor with outdoor interface, install as noted. Includes gutter mount 10467 & 10457 S. DE ANZA BLVD. bracket. Module not included. 800' max from BUILDING B control ler. 10445 & 10455 S. DE ANZA BLVD. Rain Bird OKCHK-100-200-150M BUILDING C I" Inlet/Outlet W 100 mesh stainless steel 10425 S. DE ANZA BLVD. screen= Red 120 mesh stainless steel screen= SITE WORK Green 200 mesh stainless steel screen= White 10465 S. DE ANZA BLVD & 10495 S. Irrigation Lateral Line: PVG Glass 200 SDR 21 BLVD. PVC Glass 200 irrigation pipe. Pipe Sleeve: PVC, Schedule 40 TRASH ENCLOSURES Typical pipe sleeve for irrigation pipe. Pipe 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. Valve Callout Valve Number 7T—#-- Valve Flow Valve Size NOTE: EXISTING IRRIGATION CONTROL VALVES TO BE USED. ADD RAIN BIRD NON PRESSURE GOMPENSATIN6 QUICK-CHEGK BASKET FILTER TO ALL DRIP VALVES. FOR EASIER INSTALLATION OF THE PROPOSED BASKET F I LTER(S) AND LONG TERM MAINTENANGE, REMOVE THE EXISTING VALVE BOX AND INSTALL A JUMBO VALVE BOX IF THE AREA WILL PERMIT THIS UPGRADE. TREES NEED A DEEP WATERING GYGLE ONGE A WEEK. GONTRAGTOR TO ADD AN ADDITIONAL ONCE A WEEK RUN-TIME FOR ALL DRIP VALVES THAT HAVE TREES WITHIN THEIR ZONE. IRRIGATION PLAN IS DIAGRAMMATIC,; INSTALL VALVES AND IRRIGATION LINES IN PLANTERS WHENEVER POSSIBLE. GONTRAGTOR MUST INSTALL PVC, SUPPLY AND EXHAUST HEADERS ON ALL DRIP SYSTEMS PER DETAILS ON THE IRRIGATION DETAIL SHEET. ALL SUBSURFAGE DRIP LINES MUST TERMINATE IN A PVC, EXHAUST HEADER. PLANS ONLY SHOW PVC, SUPPLY HEADERS. GONTRAGTOR MUST INSTALL DRIP LINE 2" FROM CURBS, WALLS, RI PRAP, SERV I GE ROADS AND TOP/TOE OF SLOPES WITHIN ALL LANDSGAPE AREAS TO PROMOTE ROOT GROWTH OF ALL PLANT MATERIALS. GONTRAGTOR TO GONTAGT NETAF I M USA'S PRODUGT AREA SPEGIFIGATION MANAGER DINO VIALS AT 510-365-5186 FOR A PRE- GONSTRUGTION MEETING. INSTALLATION PROGEDURES AND TRAINING FOR ALL NETAFIM PRODUGTS WILL BE D15GU55ED AND TAUGHT. 20' NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497,10487,10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. h Q Z w p W O W U W UQ1 w_ cry W c. a e 1 UW U Z W U Q U W W QU These drawings are instruments of service and are the property of Yamosaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yomasaki Landscape Architecture. Sheet Title IRRIGATION PLAN SUBMITTAL NO. 3 Seal p.NOSCgpF V, , AMBROS/9/,A O cn 1 gnature 20 Renewal Date 12/3/18 Date P qTF OP CALVE No. Date Revision 0 0 0 0 0 Project Mgr.: JMA Sheet No.: Drawn By: SPG 1,2.2Seale: 7 =20,-0 Date: 03 MAR 18 File Name: MS -IR 1 of sheets 0 0 12 m d u7 oo o N OZ 11N J 3 of IC0 UU CD 0 0 0 UU 3 i vi 2" 3/4., SEE SHEET L2.1 MATGHL I NE i1 I 111 111 111 I 11 I II I I 1 0 060 i I OR N l 11Ll BE ALLOWED. UTILITY EASEMENT V), 8.5 1 I 1/2 ii n ALL I RRI rvATI ON EQUIPMENT TOE OUT51 DE OF THE PEVE5TRIAN BICYCLE r EA EMENT, TYP. I O' E)4 4.0 1 %2,. IRRIGATION GONTROLLER 'B' LOCATION. REPLACE THE (E) CONTROLLER I N THE SAME I11't 1 LOCATION. THI5 CONTROLLER WILL UTILIZE THE WEATHER BASED SENSOR. M rmIF I/ \I r c6 Z I WEATHER BA5ED SENSOR LOGATI ON. GONTROLLER5 'A' 4 - X I 'B' ARE TO BE 5YNGED TO TH 1 S SENSOR. 0 I 10-j -1 1-3.» Jo. I 4.0 E)1 ALL IRRIGATIOri EG IPMENT TO BE OUTSIDE OF HE 1/ 21 PEDESTRIAN BIGYG E EASEMENT, TYPE 4" 3.6 E)3 ---------------- -- 1) 0E)2 4.0 IRR16ATION ZONE 15 FAR71AL 5I7F. FLAN 3/4" 2" I INC3/:IDIII GUT GAP ALL OVERHEAD SPRAY WITHIN THIS PLANTER. UTILIZE THE (E) LATERAL FOR THE SUBSUREAGE DRIP TUBE SUPPLY HEADER. i1 ul 110-i 4 .1 1).4 IP31.1 11 Y& f_ I I I ION —CNOTE: JI CONTRACTOR MUST IN5TALL PVSUPPLYANDEXHAUSTHEADERS ALL DRIP SYSTEMS PER DETAILS ON THE I RR I CGATI ON DETAIL SHEET. ALL SUBSURFACE DRIP L I NES MUST TERM I NATE IN A PVC EXHAUST HEADER. PLANS ONLY SHOW P1/G SUPPLY HEADERS. 5.0 )16 I ' ' I I I I I I I I S. DE ANZA BOULEVARD I I EE SHEET L2.1 Mr TGHL I NE 8.o E)8A 1 %2„ 3/4" ii u u II n 4 i I I I W zlWJ W 21: BI^ V l 3/4 W F I I I I II In II u I I I I u II u ii I C C II I ii TN-WUSVII NJ] ]]I1dM TciwpjO111aNn I o l, c I I I I5.0 E)9 I I LU Z J I H W 0W 1.-2: N WI I I I RR OAfi ON 5GHE1:;)ULE SYMBOL MANUFAGTURER/MODEL/DESGRI PTION Y Netof im TLSOV 1223 HIGH STREET Manual flush valve. 0 Hunter EGO -ID 530) 885-0040 Working Pressure: I5-50 PSI. Visual: 6" yellow FAX (530) 885-0042 lastic+ pop-up stem. Body/Stem: UV -resistant plastic- Area to Receive Drip EmittersIRainBirdXB -PG I J Single Outlet, Pressure Gompensating Drip Emitters. Flow rates of 0.59ph=blue, SITE WORK 10465 S. DE ANZA BLVD & 10495 S. I.Ogph=black, and 2.Ogph=red. Gomes with a BLVD. CUPERTINO, CA self -piercing barb inlet x barb outlet. TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA Area to Receive Dripline Netofim TLOL-6-lb (I8) Techline Pressure Gompensating Landscape Dripline. 0.66PH emitters at 18.0" O.G. Dripline laterals spaced at 18.0" apart, with emitters offset for triangular pattern. Surface and Sub Surface Installations. UV Resistant. SYMBOL MANUFAGTURER/MODEL/DESCRIPTION CB Hunter IC -0600 -PL - Replacing (E) Gontroller 'B' Modular Gontroller, 6 stations, Outdoor Model, Plastic Gabinet. No Module Required. Gommercial Use. CA Hunter IG -2400 -PL - Repla6ing (E) Gontroller 'A' Modular Gontroller, 24 stations, Outdoor Model, Plastic Gabinet. Gommercial Use. With three IGM-600 modules included. Hunter WSS-SEN - Both Gontrollers will share this Sensor Wireless Solar, rain freeze sensor with outdoor interface, install as noted. Includes gutter mount bracket. Module not included. 800' max from control ler. Rain Bird OKCHK-100-200-150M I" Inlet/Outlet w/ 100 mesh stainless steel screen= Red 120 mesh stainless steel screen= Green 200 mesh stainless steel screen= White Irrigation Lateral Line: PVC, Glass 200 SDR 21 PVC, Glass 200 irrigation pipe. Pipe Sleeve: PVC, Schedule 40 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. Valve Callout 1 Valve Number Valve Flow Valve Size NOTE: EXISTING IRRIGATION GONTROL VALVES TO BE USED. ADD RAIN BIRD NON PRESSURE GOMPENSATI N6 OU I GK-GHEGK BASKET FILTER TO ALL DRIP VALVES. FOR EASIER INSTALLATION OF THE PROPOSED BASKET FILTERS) AND LONG TERM MAINTENANCE, REMOVE THE EXISTING VALVE BOX AND INSTALL A JUMBO VALVE BOX IF THE AREA WILL PERMIT THIS UPGRADE. TREES NEED A DEEP WATERING GYGLE ONCE A WEEK. GONTRAGTOR TO ADD AN ADDITIONAL ONCE A WEEK RUN-TIME FOR ALL DRIP VALVES THAT HAVE TREES WITHIN THEIR ZONE. IRRIGATION PLAN IS DIAORAMMATIG; INSTALL VALVES AND IRRIGATION LINES I N PLANTERS WHENEVER POSSIBLE. GONTRAGTOR MUST INSTALL PVG SUPPLY AND EXHAUST HEADERS ON ALL DRIP SYSTEMS PER DETAILS ON THE IRRIGATION DETAIL SHEET. ALL SUBSURFAGE DRIP LINES MUST TERMINATE IN A PVC, EXHAUST HEADER. PLANS ONLY SHOW PVC, SUPPLY HEADERS. GONTRAGTOR MUST INSTALL DRIP LINE 2" FROM GURBS, WALLS, RIPRAP, SERVIGE ROADS AND TOP/TOE OF SLOPES WITHIN ALL LANDSCAPE AREAS TO PROMOTE ROOT GROWTH OF ALL PLANT MATERIALS. GONTRAGTOR TO GONTAGT NETAFIM USA'S PRODUCT AREA SPEC I F I GATI ON MANAGER D I NO V I ALE AT 510-365-5186 FOR A PRE- GONSTRUGTION MEETING. INSTALLATION PROGEDURES AND TRAI N I N6 FOR ALL NETAF I M PRODUGTS WILL BE DISGUSSED AND TAUGHT. 20' NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497,10487,10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. h O Z O W O W W UQ W a U Z W U Q U W W Q These drawings are instruments of service and are the property of Yamosaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yomasaki Landscape Architecture. Sheet Title IRRIGATION PLAN SUBMITTAL NO. 3 Seal pNOSCApF 4. AMBROA4, J gnature 20 Renewal Date 12/3/18 IP Date P qTF OP CAL\ FO No. Date Revision 0 0 0 0 0 Project Mgr.: iMA Sheet No.: Drawn By: SPG Seale: I" = 20'_0" L2.3 Date: 03 MAR 18 File Name: MS -IR 1 of sheets 0 0 c0 m 0_ u7 L6 o N OZ M J 3 of IC0 UU CD 0 0 o UU 3 i vi I I SEE SHEET L2.2 MATGHL I NE m MANUFACTURER/MODEL/DESGRI PTI ON Netafim TLSOV 1223 HIGH STREET w J Z LU Working Pressure: I5-50 PSI. Visual: 6' yellow LU TY X EA 6.0 W I 1 %2" LU F. II II I I I II I II i i I II I I ii I l ii E) WATER METER AND REDUGED ii PRESSURE PRI NG I PLE BAGKFLOV`l u PREVE TER . I I II II I I II II II I II I I II II II II II II II II I I I u u I I I I ii I I ii II I II n II n II 1N,1NISV3 3+ 2J3iVM GNnpO?JIaNfl 0L I NOTE: I CONTRACTOR MUST INSTALL PVC SUPPLY AND EXHAUST HEADERS ON ALL DRIP SYSTEMS PER DETAILS ON THE IRR16ATION DETAIL SHEET. ALL SUBSURFACE DRIP LINES MUST TERM I NATE IN A PVC EXHAUST HEADER. PLANS ONLY SHOW PVC SUPPLY HEADERS. I IIS 4 sa E)9 m1 MANUFACTURER/MODEL/DESGRI PTI ON N Netafim TLSOV 1223 HIGH STREET WJZ 530) 885-0040 Working Pressure: I5-50 PSI. Visual: 6' yellow WWR IrT—STI Area to Receive Drip EmittersIRainBirdXB -PG N J Emitters. Flow rates of 0.5gph=blue, SITE WORK 10465 S. DE ANZA BLVD & 10495 S. W self -piercing barb inlet x barb outlet. TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA I FAR71 AL 517E FLAN I \ I I I I II I I I I I II I I I I II I I I I I II II I I I I I I I I IRRIGATION ZONE I 4:; 3/4" -- F r __V_ J I I II I I I I T 1T------ II ` II II—1=====1== I I I/ iii I lu SEE SHEE .2— i I M}4TGHL I NE I II I I II I n II I I IRRIGATION ZONE 4 10' UNDERGRO ND U1-ILITY EASEMENT ii I II 11 I u I I II II I I !I II 1 I I II IRRIGATION ZONE 6II I I I L I I I I I I \ IIIL— J'l:7Ji31 IIeoe, n it I \ iii II I d III u II I II I L----- _-- II IL-------- I lL------- E)2A 8.0 1 % 211 4" ' 21, 3 \ \ 2" S. DE ANZA BOULEVARD IRRI&ATION SCHEDUL=E SYMBOL MANUFACTURER/MODEL/DESGRI PTI ON Y Netafim TLSOV 1223 HIGH STREET Manual flush valve. AUBURN, CALIFORNIA Hunter EGO -ID 530) 885-0040 Working Pressure: I5-50 PSI. Visual: 6' yellow FAX (530) 885-0042 pop-up stem. Body/Stem: UV -resistant plastic IrT—STI Area to Receive Drip EmittersIRainBirdXB -PG I Single Outlet, Pressure Gompensating DripJ Emitters. Flow rates of 0.5gph=blue, SITE WORK 10465 S. DE ANZA BLVD & 10495 S. I.Ogph=black, and 2.Ogph=red. Gomes with a BLVD. CUPERTINO, CA self -piercing barb inlet x barb outlet. TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA Area to Receive Dripline Netafim TLDL-6-18 (18) Techline Pressure Gompensating Landscape Dripline. 0.66PH emitters at 18.0" O.G. Dripline laterals spaced at 18.0" apart, with emitters offset for triangular pattern. Surface and Sub Surface Installations. UV Resistant. SYMBOL MANUFACTURER/MODEL/DESGRI PTI ON CB Hunter IG -0600 -PL - Replacing (E) Gontroller 'B' Modular Gontroller, 6 stations, Outdoor Model, Plastic Gabinet. No Module Required. Gommerciol Use. CA Hunter IG -2400 -PL - Replacing (E) Gontroller 'A' Modular Gontroller, 24 stations, Outdoor Model, Plastic Gabinet. Gommerciol Use. With three IGM-600 modules included. Hunter iNSS-SEN - Both Gontrollers will share this Sensor Wireless Solar, rain freeze sensor with outdoor interface, install as noted. Includes gutter mount bracket. Module not included. 800' max from control ler. F Rain Bird OKCHK-100-200-150M I" Inlet/Outlet W 100 mesh stainless steel screen= Red 120 mesh stainless steel screen= Green 200 mesh stainless steel screen= White Irrigation Lateral Line: PVC, Glass 200 SDR 21 PVC, Glass 200 irrigation pipe. Pipe Sleeve: PVC, Schedule 40 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. Valve Callout Valve Number Valve Flow Valve Size NOTE: EXISTING IRR16ATION CONTROL VALVES TO BE USED. ADD RAIN BIRD NON PRESSURE GOMPEN5ATIN6 0UIGK-GHEGK BASKET FILTER TO ALL DRIP VALVES. FOR EASIER INSTALLATION OF THE PROPOSED BASKET F I LTER(S) AND LONG TERM MAINTENANCE, REMOVE THE EXISTING VALVE BOX AND INSTALL A JUMBO VALVE BOX IF THE AREA WILL PERMIT THIS UPGRADE. TREES NEED A DEEP WATERING GYGLE ONGE A WEEK. GONTRAGTOR TO ADD AN ADDITIONAL ONCE A WEEK RUN-TIME FOR ALL DRIP VALVES THAT HAVE TREES WITHIN THEIR ZONE. IRRIGATION PLAN IS DIA6RAMMATIG; INSTALL VALVES AND IRR16ATION LINES IN PLANTERS WHENEVER POSSIBLE. GONTRAGTOR MUST INSTALL PVG SUPPLY AND EXHAUST HEADERS ON ALL DRIP SYSTEMS PER DETAILS ON THE IRR16ATION DETAIL SHEET. ALL SUBSURFACE DRIP LINES MUST TERMINATE IN A PVG EXHAUST HEADER. PLANS ONLY SHOW PVG SUPPLY HEADERS. GONTRAGTOR MUST INSTALL DRIP LINE 2" FROM CURBS, WALLS, RIPRAP, SERVICE ROADS AND TOP/TOE OF SLOPES WITHIN ALL LANDSCAPE AREAS TO PROMOTE ROOT GROWTH OF ALL PLANT MATERIALS. GONTRAGTOR TO GONTAGT NETAFIM USA'S PRODUGT AREA SPEGIFIGATION MANAGER DINO VIALE AT 5I0-365-5186 FOR A PRE- GONSTRUGTION MEETING. INSTALLATION PROGEDURES AND TRAINING FOR ALL NETAFIM PRODUGTS WILL BE DISGUSSED AND TAUGHT. 20' NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497,10487,10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. h Q Z F4 W W U W UQ cry W 1 UWy U Z W U Q U W W QU These drawings are instruments of service and are the property of Yamasaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yamasaki Landscape Architecture. Sheet Title IRRIGATION PLAN SUBMITTAL NO. 3 Seal pNOSCApF AMBROS/9 J ( O cn 1 gnature 20 Renewal Date 12/3/18 S Date P qTF OP CALVE No. Date Revision 0 0 0 0 0 Project Mgr.: iMA Sheet No.: Drawn By: SPG Seale: r" = 20'-0" L2.4 Date: 03 MAR 18 File Name: MS -IR 1 of sheets 0 0 0 m n0_ u7 LO 00 0 N OZ J 3 of IC0 UU CD 0 0 o UU 3 i vi A5 15a I M`C A7ER EFF I C I N7 LAN 5CAFE ® I NAN A7ER CALCULA71CN5 YAMASAKI LANDSCAPE ARCHITECTURE PROJECT INFORMATION Project Name: I MCCLELLAN SQUARE Date: Project Contact: Project Address: Project Type: Local Water Purveyor: Water Supply: Irrigation Division Irrigation Audit Services (CLIA) LEED Certified Landscape Design AB1881 Compliance Documentation Applicant: Yamasaki Landscape Architecture 1223 High Street, Auburn, CA 95603 530) 885-0040 Contact: Jeff Ambrosia Owner: Aaron Zuzack, Director of Construction Browman Development Company, Inc. 925) 588-2219 McClellan Road & S. De Anza Blvd. Total Landscape Area: 19,161 s.f. Maximum Applied Water Allowance: 242,170 gallons Estimated Total Water Use: 156,536 gallons Document Check List: F Project Information 21 Water Efficient Landscape Worksheet Soil Management Report 0 Landscape Design Plan Irrigation Design Plan Grading Design Plan 6/222017 6/22/2017 Applicant Signature Date I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Documentation Package. " IRRIISA710N CONTROLLER 5CH UL 5 YAMASAKI LANDSCAPE ARCHITECTURE Water Efficient Landscape Worksheet Section A: Hyrdrozone Information Sheet Irrigation Division Irrigation Audit Services (CLIA) LEED Certified Landscape Design AB1881 Compliance Documentation Hydro- zone Zone or Valve # Irrigation Method Area (Sq.Ft.) of Landscape Area L L L L L L L L L L L M L L E) 2A E) 3A E) 7A E) 8A E) 9A E) 10A E) 11A E) 12A E) 15A E) 16A E) 1B E) 2B E) 3B E) 4B Drip Drip Drip Drip Drip Drip Drip Drip Drip Drip Drip Drip Drip Drip 1,563 2,657 1,162 1,648 1,065 1,269 1,781 1,050 345 1,075 217 2,485 2,024 820 8% 14% 6% 9% 6% 7% 9% 5% 2% 6% 1% 13% 11% 4% 1 2 44 1 3 40 1 2 Total Bubbler Area Bubbler Area is deducted from Drip Area 0 0% Total Area(Sq.Ft.) I Total (%) 1 19,161 1 100°/0 HYDROZONE INFORMATION TABLE FOR EXISTING CONTROLLERS 'A' & 'B' Irrigation Division YAMASAKI Irrigation Audit Services (CLIA) LEED Certified Landscape Design twl-f LANDSCAPE ARCHITECTURE AB1881 Compliance Documentation Water Efficient Landscape Worksheet Section B. Water Budget Calculation Maximum Applied Water Allowance (MAWA) Project ETo City: I Cupertino MAWA = (ETo) (0.62) [(0.45 x LA) + (0.55 x SLA) Insert: Where: VALVE/S NUMBER VEG. TYPE MAWA = Maximum Applied Water Allowance (gallons per year) 45.3 ETo = Reference Evapotranspiration (inches per year) SUMMER 0.45= ET Adjustment Factor (ETAF)(AB 1881 Dec 1, 2015) 19,161 LA = Landscape Area includes Special Landscape Area (Sq.Ft.) WINTER 0.62 = Conversion Factor (to gallons per Sq.Ft.) 0 SLA = Special Landscape Area (Sq.Ft.) DRIP 0.55= The additional ET Adjustment Factor for SLA (1.0-0.45=0.55) MAWA = 45.3 (0.62) [(0.45x 19,161 + (0.55x0 ) Maximum Applied Water Allowance: 242,170 Gal. / Yr Effective Precipitation (Eqpt) If considering Effective Precipitation, use 25% of Annual precipitation. MAWA = (ETo - Eppt) (0.62) [(0.45 x LA) + (0.55 x SLA) Annual Prec: (x 0.25) Eppt: 0 MAWA 45.3 - 0 (0.62) [(0.45 x 19,161 +(0.55 x) HYDRO- ZONE LNDSCP COEFF. VALVE/S NUMBER VEG. TYPE IRRI. METHOD PRECIP. RATE INCH/H R) ESTABLISHMENT PERIOD MINUTES PER RUN TIME / RUN TIMES PER DAY / DAYS PER WEEK ESTABLISHED PERIOD MINUTES PER RUN TIME / RUN TIMES PER DAY / DAYS PER WEEK SPRING SUMMER FALL WINTER SPRING SUMMER FALL WINTER SOUTH 0.3 2A MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 44 1 2 53 1 1 16 1 1 SOUTH 0.3 3A MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 44 1 2 53 1 1 16 1 1 SOUTH 0.3 7A MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 44 1 2 53 1 1 16 1 1 SOUTH 0.3 8A MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 44 1 2 53 1 1 16 1 1 SOUTH 0.3 9A MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 44 1 2 53 1 1 16 1 1 SOUTH 0.3 10A MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 44 1 2 53 1 1 16 1 1 SOUTH 0.3 11A MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 44 1 2 53 1 1 16 1 1 SOUTH 0.3 12A MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 44 1 2 53 1 1 16 1 1 SOUTH 0.3 15A MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 44 1 2 53 1 1 16 1 1 SOUTH 0.3 16A MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 44 1 2 53 1 1 16 1 1 SOUTH 0.3 1B MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 44 1 2 53 1 1 16 1 1 SOUTH 0.6 2B MIXED DRIP 0.43 80 1 2 88 1 3 80 1 2 48 1 1 106 1 1 88 1 2 106 1 1 32 1 1 SOUTH 0.3 3B MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 44 1 2 53 1 1 16 1 1 SOUTH 0.3 4B MIXED DRIP 0.43 40 1 2 44 1 3 40 1 2 24 1 1 53 1 1 1 1 44 1 2 1 53 1 1 1 16 1 1 TOTAL RUN TIME/HR 1 10.0 11.0 10.0 6.0 1 1 13.3 11.0 13.3 1 1 1 4.0 Maximum Applied Water Allowance: 242,170 Gal./ Yr YAMASAKI LANDSCAPE ARCHITECTL,RE Water Efficient Landscape Worksheet Section B. Water Budget Calculation Estimated Total Water Use (ETWU) Irrigation Division Irrigation Audit Services (CLIA) LEED Certified Landscape Design AB1881 Compliance Documentation 20' e NORTH YAMASAKI Plant Water Plant Factor ETAF Area (HA) ETAF x Estimated Total Hydrozone Use Types) PF) IE (PF/IE) Sq.Ft.) Area Water Use E) 2A Low (L) 0.2 0.81 0.25 1,563 386 10,839 E) 3A Low (L) 0.2 0.81 0.25 2,657 656 18,426 E) 7A Low (L) 0.2 0.81 0.25 1,162 287 5,687 E) 8A Low (L) 0.2 0.81 0.25 1,648 407 11,429 E) 9A Low (L) 0.2 0.81 0.25 1,065 263 7,386 E) 10A Low (L) 0.2 0.81 0.25 1,269 313 8,800 E) 11A Low (L) 0.2 0.81 0.25 1,781 440 12,351 E) 12A Low (L) 0.2 0.81 0.25 1,050 259 7,282 E) 15A Low (L) 0.2 0.81 0.25 345 85 2,393 E) 16A Low (L) 0.2 0.81 0.25 1,075 265 7,455 E) 1B Low (L) 0.2 0.81 0.25 243 60 1,685 E) 2B Moderate (M) 0.5 0.81 0.62 2,485 1,534 43,083 E) 3B Low (L) 0.2 0.81 0.25 2,024 500 14,036 E) 4B Low (L) 0.2 0.81 0.25 820 202 5,687 Total 19,187 5,658 SUM 156,536 Special Landscape Areas 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 Total SLA SUM 0 0 0 20' e NORTH YAMASAKI Project Eto 45.3 ETWU=(ETo)(0.62)x(PF x HA + SLA) Regular Landscape ETWU 156,536 IE Average ETAF 0.29 SLA ETWU 0 www.yamasaki-la.com Sitewide ETAF 0.29 Max Applied Water Allowa 242,170 Estimated Total Water Use j1 156,536 20' e NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497, 10487, 10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. h O W-4 W-4 M.,..a U W4 UQ w c w QW.4 wp w U Z N F'' U Q U W-4 w 1 U These drawings are instruments of service and are the property of Yamasaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yomasaki Landscape Architecture. Sheet Title WATER CALCULATIONS SUBMITTAL NO. 3 Seal PNDSCAPE O QI 1 gnature Renewal Date S Date P qTF OF CAL\F No. Date Revision A A A A 0 Project Mgr.: ) MA Sheet No.: Drawn By: SPG Scale: L2-5 Date: 03 MAR 18 File Name: MS -IR I o f sheets 0m 0 o_ c0 D_ oo o N o z 11 Lq J 3 Of I U 0 0 o UU 3 i vi Z J I w I w r= -- ------ V ------ -- -- -- -------------- - I ----------- II L— -----J < L=====J---------- L=====J Ij l rr== =___ =_______ _____ =______ ___________________====I s,_===____________________________________________________________________= BEV 4 I 1 I I 6" S.S. — _ _ — — _ \ — — ., S.S. I I 6" S.S. 00 I, I I I I 1 I g" S.S. 000000 1 111 I • L • e II 1 I \ o ` I 12 S• 1 Ij II I I + L iI II II rn N I I1I \ 11II I Ir_____ I I I, neo MFTFRSI °I, II V------,I• L LLL L \ II O LL I * L ~ •. \ 16 L___ r li -0 u=` \ IIQt bi hi o ° ` \ I ZI! I I •• l— Ir..__J ` IOIiILZ \ I I ° I I •, II - I II ----------- •° ° \\ e I o* o o* 0 0 0 0 I 3) o ` ® ® \\ \ • ° / ova e8oa \ II T-- --- — ° ° I II I II I II I°IN • I II I II I IIIp I I I I I • ° II \ i v / i \ i' r I I I — • O . II . v \ I // \dv ovoeoe• \ \ \\ // i I o f II I II IIAA II II m II I 5' tall hedge around 9 II w transformer Z II III • I — * , S - 3' of clearance on sides and back, 8' clearance at doors. Doors face to the east. I II ii II Utility vault at grade I I I J iI \ <<\\/ \ \\ \ II I iI I Iii' \ I II I II I MAT LII ; \ \\ I \\ Ali IN EE SHEET .3 ° G I \ \\\ 5E 3.3 I ii I iI I • ° II \ \ I \ \ I 11 II I I d ° •I II I Bark mulch r PARTIAL S 1 TE FLAN CONTRACTOR 15 R51=0N55LE TO ENSURE FER X1175 HAVE 5EEN FULLE= 5EF0RE TREES ARE i MOV O. FLAN? SCHEDULE TREES SHRUBS O O O O Won 0 0 D 0 0 0 0 VINE/ESPALIER A AL BOTAN I GAL NAME Acer rubrum 'October Glory' TM Logerstroemio indiGo 'Dynamite' Pistacia Ghinensis 'Keith Davey' Plotonus x acerifolio 'Golumbio' BOTAN I GAL NAME Anigozonthos x 'Bush Pearl' Gallistemon Gitrinus 'Little John' Gistus pulverulentus 'Sunset' Dietes iridioides Euonymus japonicus '6reenspire' Hemeroca I I is x 'Ste I la de Oro' Mohonio aquifolium 'Orange Flame' Muhlenbergia capillaris 'Regal Mist' TM Nondina domestics 'Harbour Dwarf' Pelargonium peltotum 'White' Phormium tenox 'Amazing Red' Rhaphiolepis indica 'DonGer' Rosa x 'Flower Garpet White' Rosmorinus officinolis 'Gollingwood Ingrc Salvia chomaedryoides Salvia greggii 'Heatwave Blaze' Tulboghia violacea 'Tricolor' BOTAN I GAL NAME Gompsis rodicans Hardenbergia violoceo 'Happy Wandere Trachelospermum jasminoides GROUND GOVERS BOTANICAL NAME Erigeron karvinskianus 'Moerheimii' Lantana montevidensis 'Lavender' Rosa x 'Flower Garpet Pink' NOTE: A. All new and existing landscape areas to receive shredded bark mulch, typ. Additionally, area between back of walk and proposed pedestrian bicycle easement along McGellan Avenue to receive bark mulch as shown on plans. 20w t NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASIA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497, 10487, 10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. H O W O W j U W U O W U U Z W U Q U W nW M U These drawings are instruments of service and are the property of Yomasoki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yamasoki Landscape Architecture. Sheet Title PLANTING PLAN SUBMITTAL NO. 3 Seal PNDSCAPE AM&ROs/9'QCy U J ( O U 1 gnature 20 12%3%1 b s Dote Q qTF OF CAO o No. Date Revision 0 0 0 Project Mgr.: IMA Sheet No,: Drawn By: BJP Scale: I,, = 20,-011 L3 . z Date: 03 MAR 18 File Name: MS-PL1 of sheets m J W Z 17— LUW W r W W IN L=====J -------------------------------------- =====J------------------------ L ==== JJ II V ;;_=------------------------------------------------- r----- L L L F 1 6° S.S. I ° ° `L ° L ° II I I II jl III II 111 I 111 III I III I III I I II I III I III I IIFF i i II 111 I 111 Ip IIIIII 111 I11I IILS 11, II III Ih III — If' IIIIIIIIII I II I 111 IIIIII III IIIII III I — I II IIIII III I111II 111 II III IIIII 111 IIIII , III I III II 111 II 111 I III II I° I I. IF G e Ld\ LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASIA 1 I AUBURN, CALIFORNIA YI I r/I I 530) 885-0040 Al I I V BUILDING B 10445 & 10455 S. DE ANZA BLVD. 2 SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA SII BLVD. W I I I I I I I II O r1 I I I I II II Z I I u u I I I I I II w IF G e Ld\ LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASIA 1223 HIGH STREET AUBURN, CALIFORNIA I\ 530) 885-0040 Al FAR71 AL 517r= FLAN I oe°oma°ems°ems°ems°o' I I / J n -- II II II II II U AN J L I I I I a ; I o , I I I I I I I I I I I 1 I 1 1 I II II II II I I I I I 1 I 1 I I I I 1 I 1 1 I I I I I I I I I I I 1 I I I 111 I lu II III I III II III III 11 I 1 Ill 11 ;-A ,l III III In II iii I lei 111 I III I I II II111 IIIIII I II I III IIIIII III II III w ;I II III II I II I Iu , lu 1 III I 11 I a1II 1III , III Iul IIlu Iu MATGHLINE SII Ill ill r SEE SHEET L3.4 I I III u I II I II ill I II III III III ill III I II III III III III III yl GON7RAC70R 15 REBPONs 5LE TO ENSURE F=F.RM 75 HAVE 5EEN FULLEZE 5Er-CRE 7REE5 ARE SHRUBS O O O O cON 0 0 0 D VINE/ESPALIER A BOTAN I GAL NAME Ar er rubrum 'October Glory' TM Logerstroemio indica 'Dynamite' Pistacio Ghinensis 'Keith Davey' Plotonus x aGerifolia 'Golumbia' BOTAN I GAL NAME Anigozanthos x 'Bush Pearl' Gollistemon Gitrinus 'Little John' Gistus pulverulentus 'Sunset' Dietes iridioides Euonymus japonicus '6reen5pire' Hemeroca I I is x 'Ste I to de Oro' Mohonio aquifolium 'Orange Flame' Muhlenbergio Gapilloris 'Regal Mist' TM Nondina domestics 'Harbour Dwarf' Pelargonium pe Itotum 'White' Phormium tenox 'Amazing Red Rhophiolepis indica 'Dancer' Rosa x 'Flower Garpet White' Rosmorinus offir-inolis 'Gollingwood Ingram' Salvia Ghomaedryoides Salvia greggii 'Heotwave Blaze' Tulboghia violacea 'Tricolor' BOTAN I GAL NAME Gompsis rodicons Hordenberg is viol area 'Happy Wanderer' Trachelospermum jasminoides GROUND GOVERS BOTANIGAL NAME Erigeron korvinskionus 'Moerheimii' Lantana montevidensis 'Lavender' Rosa x 'Flower Garpet Pink' NOTE: A. All new and existing Iand5Gape areae to receive shredded bark mulch, typ. Additionally, area between back of walk and proposed pedestrian bicycle easement along McGellan Avenue to receive bark mulch as shown on plane. 20w t NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASIA C4057 1223 HIGH STREET AUBURN, CALIFORNIA J 530) 885-0040 Al BUILDING A 10497, 10487, 10477-B, 10477-A, 10475 bb oeoe V BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. I I I I a ; I o , I I I I I I I I I I I 1 I 1 1 I II II II II I I I I I 1 I 1 I I I I 1 I 1 1 I I I I I I I I I I I 1 I I I 111 I lu II III I III II III III 11 I 1 Ill 11 ;-A ,l III III In II iii I lei 111 I III I I II II111 IIIIII I II I III IIIIII III II III w ;I II III II I II I Iu , lu 1 III I 11 I a1II 1III , III Iul IIlu Iu MATGHLINE SII Ill ill r SEE SHEET L3.4 I I III u I II I II ill I II III III III ill III I II III III III III III yl GON7RAC70R 15 REBPONs 5LE TO ENSURE F=F.RM 75 HAVE 5EEN FULLEZE 5Er-CRE 7REE5 ARE SHRUBS O O O O cON 0 0 0 D VINE/ESPALIER A BOTAN I GAL NAME Ar er rubrum 'October Glory' TM Logerstroemio indica 'Dynamite' Pistacio Ghinensis 'Keith Davey' Plotonus x aGerifolia 'Golumbia' BOTAN I GAL NAME Anigozanthos x 'Bush Pearl' Gollistemon Gitrinus 'Little John' Gistus pulverulentus 'Sunset' Dietes iridioides Euonymus japonicus '6reen5pire' Hemeroca I I is x 'Ste I to de Oro' Mohonio aquifolium 'Orange Flame' Muhlenbergio Gapilloris 'Regal Mist' TM Nondina domestics 'Harbour Dwarf' Pelargonium pe Itotum 'White' Phormium tenox 'Amazing Red Rhophiolepis indica 'Dancer' Rosa x 'Flower Garpet White' Rosmorinus offir-inolis 'Gollingwood Ingram' Salvia Ghomaedryoides Salvia greggii 'Heotwave Blaze' Tulboghia violacea 'Tricolor' BOTAN I GAL NAME Gompsis rodicons Hordenberg is viol area 'Happy Wanderer' Trachelospermum jasminoides GROUND GOVERS BOTANIGAL NAME Erigeron korvinskionus 'Moerheimii' Lantana montevidensis 'Lavender' Rosa x 'Flower Garpet Pink' NOTE: A. All new and existing Iand5Gape areae to receive shredded bark mulch, typ. Additionally, area between back of walk and proposed pedestrian bicycle easement along McGellan Avenue to receive bark mulch as shown on plane. 20w t NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASIA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497, 10487, 10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. O Z w Ln O W W U 0 w_ UW4 O U Z W Con U Q U W W4 U These drawings are instruments of service and are the property of Yomasoki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yamosaki Landscape Architecture. Sheet Title PLANTING PLAN SUBMITTAL NO. 3 Seal CPN ISCAPE AMBROS/9'QCy U J LL O 1 g --re 20 12%3%1 °b s Dote Q qTF OF CA0FO No. Date Revision 0 0 0 0 Project Mgr.: IMA Sheet No,: Drawn By: BJP Scale: 1 " = 20,-0 " L3 ,, 2 Date: 03 MAR 18 File Name: MS -PL 1 o f sheets Utility vault at grade Bark mulch, typ. W i- 1 ,1 I II II II II x I I41 i i i i 1 II x 0 II i it / J Ix M \ \\ -- T------------- I/ \I I x (J) Z V AV AV ;'II II °x i 7 Tgl x — X- x 0ix X II n O\ x x.W Aity 1 X ii J. AY 11.11111 1A Yl I II JI I I u I I I I I I I I I I I I I I I I I I I I I I I I a,D.a I I I I Bar mulch, typ. u LIE_ s — II u u II II •II II JEFF AMBROSIA, ASIA x x 1223 HIGH STREET II+ O o O 1 II o FAX (530) 885-0042 o II o II Q. A O O O + + o 0 0 0 0 a. O rn r---- I I cn BLVD. I I I I I I I I I i v J S. DE I I I I I I I I NZA BOULEVARD O I I PARTIAL 51 TE FLAN SEE SHEET LS.I MATGHL I NE 1 I MAON C,ONTRAGTOR 15 R 5PON5IBLE TO EN5URF. FER4175 HAVE 5EEN FULLEI:) 5E`CRE 7REE5 ARE FLANT 5 HE1--;)ULE TREES ID 00 BOTAN I GAL NAME Acer rubrum 'October 61ory' TM Lagerstroemia indica 'Dynamite' Pistacio chinensis 'Keith Davey' Plotonus x acerifolio 'Golumbia' SHRUBS BOTAN I GAL NAME OAn igozanthos x 'Bush Pear I' GGollistemon citrinus 'Little John' OGistus pulverulentus 'Sunset' D Dietes iridioides OEuonymus japonicus '6reenspire' OHemeroca I I is x 'Ste I la de Oro' Mahonia aquifolium 'Orange Flame' Muhlenbergia capillaris 'Regal Mist' TM Nondino domestics 'Harbour Dwarf' Oj Pelargonium peltotum 'White' Phormium tenax 'Amazing Red' ORhophiolepis indica 'Dancer' 0 Rosa x 'Flower Garpet White' ORosmorinus officinalis 'Gollingwood Ingr OSalvia chamaedryoides OSalvia greggii 'Heatwave Blaze' D Tulboghia violacea 'Tricolor' VINE/ESPALIER BOTAN I GAL NAME AGampsis radicans AL Hordenbergio violaceo 'Happy Wander( ATrachelospermum jasminoides GROUND GOVERS BOTANIGAL NAME Erigeron karvinskionus 'Moerheimii' Lantana montevidensis 'Lavender' Rosa x 'Flower Garpet Pink' NOTE: A. All new and existing landscape areas to receive shredded bark mulch, typ. Additionally, area between back of walk and proposed pedestrian bicycle easement along Mr-Gellon Avenue to receive bark mulch as shown on plans. O' 40' 20w t NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASIA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497, 10487, 10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. v J O w O W V w U 0 c w Q UW O U Z W-4 c ~ U Q U W w I:^) U These drawings are instruments of service and are the property of Yomasoki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yamosaki Landscape Architecture. Sheet Title PLANTING PLAN SUBMITTAL NO. 3 Seal PNDSCAPE 69 \$. AMBROS/9'QCy, A U J ( O 1 gnoture 20 12%3%1 b s Dote Q qTF OF CAO o No. Date Revision A A 0 0 0 Project Mgr.: IMA Sheet No,: Drawn By: BJP Scale: I,, = 20,-011 L3.3 Date: 03 MAR 18 File Name: MS-PL1 of sheets SEE SHEET L3. MATGHL I NE I I 9 I ° I A I G I I el\ y ° I I 4° I I I 4-1 I II I I I I I I I I I M V7 1 0 yQIr I L---- I I II II \ II II I II I I JJJ 'J7JIJ 1 II I 1 II I Cli I u Yj II I I 1 ii I N II II I--L Irl y ' II LG II I \ II II r z LU = LU v W I FAR71AL. 5 1 7E FLAN S. DE ANZA BOULEVARD CON7RAC70R 15 RE51=0N515LE 70 EN5JRE F R1 1 i5 HAVE BEEN f=ULLEO BEFORE 7R E5 ARE R oI0VF.0. PLAIN 5 HEDULE TREES CODE AGE 6LO LA6 DYN QTY BOTANICAL NAME / GOMMON NAME 2 Acer rubrum 'October Glory' TM / October Glory Maple 17 Logerstroemio indica 'Dynamite' / Dynamite Grape Myrtle SIZE 24"box 24"box PIS KEI 12 Pistacia Ghinensis 'Keith Davey' / Keith Davey Ghinese Pistache 56"box C) DIE IRI 100 Dieter iridioides / Fortnight Lily OEUO UPR 44 Euonymus japonicus '6reen5pire' / 6reenspire Upright Euonymus 5 gal Ox HEM ORO 101 Hemeroca I I is x 'Ste I la de Oro'/ Ste I to de Oro Day I i ly 1 ga 1 MAH OR2 5 Mohonia aquifolium 'Orange Flame' / Oregon Grape 5901 O MUH RE6 104 Muhlenbergia capillaris 'Regal Mist' TM / Muhly I gal Oo NAN HAR 85 Nondino domestics 'Harbour Dwarf' / Dwarf Heavenly Bamboo 5 gal Oj FEL WHI 56 Pelargonium peltotum 'White' / White Ivy Geranium I gal PHO AMA -77 Phormium tenox 'Amazing Red' / Dwarf Red Flax 5901 ORHA DAN 7 Rhophiolepis indica 'Dancer' / Indian Hawthorn 5 gal 0 ROS GAR 27 Rosa x 'Flower Garpet White' / Rose 5 gal OROS GOL Cl Rosmorinus off icing I is 'Co I I ingwood Ingram' / Rosemary 5 go I O SAL MEX 2q6 Salvia chomaedryoides / Mexican Blue Sage I gal OSAL HEA 144 Salvia greggii 'Heatwave Blaze' / Heatwave Blaze Salvia 5 gal TUL TRI 12 Tulbaghia violoceo 'Tricolor' / Tricolor Society Garlic I gal VINE/ESPALIER CODE QTY BOTANICAL NAME / GOMMON NAME SIZE AGAM RAD 14 Gompsis radicans / Trumpet Greeper 5 gal AHAR TRE 3 Hordenbergia violacea 'Happy Wanderer' / Lilac Vine Trellis 5 gal ATRA JAS 4 Trschelospermum jasminoides / Star Jasmine 5 gal GROUND COVERS CODE QTY BOTANICAL NAME / GOMMON NAME SIZE ERI MOE 105 Erigeron korvinskianus 'Moerheimii' / Pink Santa Barbara Daisy I gal LAN LAM 421 Lantana montevidensis 'Lavender' / Lavender Lantana W, ROS FLO 226 Rosa x 'Flower Garpet Fink'/ Rose NOTE: A. All new and existing landscape areas to receive shredded bark mulch, typ. Additionally, area between back of walk and proposed pedestrian bicycle easement along Mr-Gellan Avenue to receive bark mulch as shown on plans. 20w t NORTH YAMASAKI PLA GOL 8 Plotanus x acerifolia 'Golumbia' / London Plane Tree 24"box SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME SIZE OANI BUS 381 Anigozonthos x 'Bush Pearl'/ Bush Pearl Kangaroo Paw I gal OGAL LIT 115 Gallistemon citrinus 'Little John'/ Dwarf Bottle Brush 5 gal OGIS PUL 8q Gistus pulverulentus 'Sunset'/ Rockrose 5 gal C) DIE IRI 100 Dieter iridioides / Fortnight Lily OEUO UPR 44 Euonymus japonicus '6reen5pire' / 6reenspire Upright Euonymus 5 gal Ox HEM ORO 101 Hemeroca I I is x 'Ste I la de Oro'/ Ste I to de Oro Day I i ly 1 ga 1 MAH OR2 5 Mohonia aquifolium 'Orange Flame' / Oregon Grape 5901 O MUH RE6 104 Muhlenbergia capillaris 'Regal Mist' TM / Muhly I gal Oo NAN HAR 85 Nondino domestics 'Harbour Dwarf' / Dwarf Heavenly Bamboo 5 gal Oj FEL WHI 56 Pelargonium peltotum 'White' / White Ivy Geranium I gal PHO AMA -77 Phormium tenox 'Amazing Red' / Dwarf Red Flax 5901 ORHA DAN 7 Rhophiolepis indica 'Dancer' / Indian Hawthorn 5 gal 0 ROS GAR 27 Rosa x 'Flower Garpet White' / Rose 5 gal OROS GOL Cl Rosmorinus off icing I is 'Co I I ingwood Ingram' / Rosemary 5 go I O SAL MEX 2q6 Salvia chomaedryoides / Mexican Blue Sage I gal OSAL HEA 144 Salvia greggii 'Heatwave Blaze' / Heatwave Blaze Salvia 5 gal TUL TRI 12 Tulbaghia violoceo 'Tricolor' / Tricolor Society Garlic I gal VINE/ESPALIER CODE QTY BOTANICAL NAME / GOMMON NAME SIZE AGAM RAD 14 Gompsis radicans / Trumpet Greeper 5 gal AHAR TRE 3 Hordenbergia violacea 'Happy Wanderer' / Lilac Vine Trellis 5 gal ATRA JAS 4 Trschelospermum jasminoides / Star Jasmine 5 gal GROUND COVERS CODE QTY BOTANICAL NAME / GOMMON NAME SIZE ERI MOE 105 Erigeron korvinskianus 'Moerheimii' / Pink Santa Barbara Daisy I gal LAN LAM 421 Lantana montevidensis 'Lavender' / Lavender Lantana W, ROS FLO 226 Rosa x 'Flower Garpet Fink'/ Rose NOTE: A. All new and existing landscape areas to receive shredded bark mulch, typ. Additionally, area between back of walk and proposed pedestrian bicycle easement along Mr-Gellan Avenue to receive bark mulch as shown on plans. 20w t NORTH YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASIA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497, 10487, 10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. O Z O w O W j U w U 0 c w UW.4 O U Z W-4 c ~ U Q U W-4 w U These drawings are instruments of service and are the property of Yomasoki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yamasaki Landscape Architecture. Sheet Title PLANTING PLAN SUBMITTAL NO. 3 Seal CPN ISCAPE 5 \s AMBROS/9'QCy U J ( O 1 gnature Rene.ol Dote 12/3/18 s Dote Q qTF ( 0)F CALF No. Date Revision 0 0 0 0 Project Mgr.: IMA Sheet No,: Drawn By: BJP Scale: I,, = 20,-011 L.3-4 Date: 03 MAR 18 File Name: MS-PL1 of sheets Sunland Analytical 11419 Sunrise Gol Cir.#10 Rancho Cordova, CA 95742 916) 852-8557 To: Brian Pantiga Yamasaki Landscape Architecture 1223 High St. Auburn, CA, 95603 From: Gene Oliphant, Ph.D. \ Randy Homey General Manager \ Lab Manager The reported analysis was requested for the following: Location: MCCELLAN SQUARE Site ID: 1 Thank you for your business. For future reference to this analysis please use SUN # 75645 - 157841 SOIL ANALYSIS Saturation Percent (SP) 60.2 JEFF AMBROSIA, ASIA pH 6.10 AUBURN, CALIFORNIA ECe 1.16 mmho/cm Tot.Dissolved Salts 742.4 ppm Infiltration Rate (0% Slope) 0.54 in/hr Organic Matter 23.4 C.E.C. 23.1 meq/100g Sodium Adsorp.Ratio (SAR) 3.26 TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA Exchangable Sodium % (ESP) 3.4 Gypsum Req. (CaSO4*2H2O) None Required est. Nitrogen Release 5.8 1000 sq.ft. Nitrate -N Phosphate -P Potassium Sulfur Chloride Carbonates Sodium Calcium Magnesium Boron Copper Iron Mangnaese Zinc 0.10 34.15 137.28 18.38 No Test No Test 181.50 2884.60 915.44 1.31 No Test No Test No Test No Test ppm ppm ppm ppm ppm ppm ppm ppm Date Reported 11/22/17 Date Submitted 11/16/17 Low Soil Texture: Loam Excess ive Sunland Analytical 11419 Sunrise Gol Cir.#10 Rancho Cordova, CA 95742 916) 852-8557 ZIL lic Information requested by: Brian Pantiga Yamasaki Landscape Architecture Date 11/22/17 SUN # 75645 - 157841 Information for: MCCELLAN SQUARE 1 SOIL RECOMMENDATIONS FOR LANDSCAPE GARDENING Soil pH (Acidity and Alkalinity): The pH of this sample indicates the soil is moderately acid and should be modified for non acid -tolerant plants. Apply 35.0 pounds of Lime per 1000 sq.ft. and work into soil before planting. Dissolved Salts (Indicated by E.C. & TDS) These conditions are in the normal range for plant growth. Soil Texture and Rate of Water Infiltration The infiltration rate for all soil textures decreases with increasing ground slope. At 0 to 4%, 5 to 8%, 9 to 12%, 13 to 16% and above 16% the infiltration rate of this sample decreases from 0.54 to 0.43, 0.32, 0.22, 0.14, respectively. Infiltration rate also decreases with percent of ground cover and by compaction. Water Penetration of Soil Due to Chemical Characteristics When exchangable Sodium increases in the soil, water penetration decreases. Based on SAR and ESP values this sample has no penetration problem due to soil Sodium. No Gypsum required. Organic Matter - provides a slow nitrogen release and aids water retention. This sample has a very high Organic Matter content. No further organic matter is essential, a 2-3 in. top dressing will aid water retention. Soil Boron - concentrations will not adversly affect most plants. However, avoid use of very Boron sensitive plants. Sunland Analytical 11419 Sunrise Gol Cir.#10 Rancho Cordova, CA 95742 916) 852-8557 Information requested by: Brian Pantiga Yamasaki Landscape Architecture PAGE #2 Date 11/22/17 SUN # 75645 - 157841 Information for: MCCELLAN SQUARE 1 SOIL RECOMMENDATIONS FOR LANDSCAPE GARDENING Soil Macronutrients (Nitrogen, Phosphorous, Potassium or N -P -K) Use ONE of these NPK preparations for the first fertilizer application. Standard NPK Fertilizer Preparations 6-20-20 5-20-10 16-16-16 0-10-10 28-3-4 21-0-0 1000 sq.ft. N/A N/A N/A N/A 4 6 Soil Micronutrients - Copper, Iron, Manganese and Zinc, in soil are present in small amounts. However, they play a necessary role in plant metabolism. Without appropriate amounts plants will not thrive. Analysis for micronutrients not requested. Grass or Sod Preparation Till in organic matter, N,P,K and micro nutrients in addition to any lime gypsum or sulfur as directed above. Smooth soil surface and follow seed or sod producers direction for moisture and product application. Trees and Shrubs Excavate holes for planting shrubs and trees to at least twice the volume of the container. Prepare backfill for tree and shrub planting holes by mixing three parts of native soil (or imported top soil) with one part organic amendment (preferably nitrogen and iron fortified) and 2.5 pounds of 6-20-20 (or similar low nitrigen, high phosphate, high potassium fertlizer) per yard of mix. For extended fertilization, palce slow release fertilizer tablets in the hole per manufacture's instructions. If 6-20-20 is not directly added to the backfill mix, during backfillingapply uniformly 1/2 oz of 6-20-20 per gallon container, 2.5 oz per 5 gallons, or 6 oz per 24 inch boxes. Summary and Suggested Sequence of Soil Improvements (#/1000 sq.ft.) Lime 35.0 # Organic Amendment - none presently required. N -P -K Fertilizer - see chart above for type and amount required. Maintenance Fertilization - apply 5 pounds of Ammonium sulfate (21-0-0) per 1000 sq.ft. every month untill plants become established. After established, apply 23-3-4 (or similar preparation)to provide desired growth rate and color. YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASIA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497, 10487, 10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. 0 Z W W-4 U w U O c w Q QUW.4 O U Z W-4 c ~ U Q U w w QU These drawings are instruments of service and are the property of Yomasoki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yamosaki Landscape Architecture. Sheet Title SOILS ANALYSIS SUBMITTAL NO. 3 Seal PNDSCAPE 5 4. AMBROS/9'QCy, A U J ( O U 1 gnoture 20 Rene.ol Dote 12/3/18 s Dote Q qTF OF CALF No. Date Revision 0 0 0 0 0 Project Mgr.: IMA Sheet No,: Drawn By: BJP Scale: NA L.3-5 Date: 03 MAR 18 File Name: MS -PL 1 o f sheets ti 1••L+ L 4 '' ` y' r Ir 1 ry Y+ - ,r ' ', • +i. '; , I 'y• -I• I: II 1+ 1•L .._`#'~ _ :j ',yam _ r ' I -.'• L T• ti.yy. i}_ •i . L - ' r {'° 1:, il', S'• ~ •. _ 1y t [[ 1 i yJr ti - _ n ' _- CYC' _ -- Y '1 ' - •_.! II •+ + lid ILLY _ , `y"'iti Ia• _ - "' L 1 1, { •-.•-'* rr }-` 1 1 if ; 1 1 ',_w r - l+,•, r' 1 •, r • +• 1 rkr• _ 4 jr r f {.'YF ... •• •' • i ' ' i• •, +• r? " x'+! - ,T• r ' , .. k'•_- - ''-' ; •{_, , YJs ,S - L ,• , 'tial I h - + `; YAMASAKI 13 LF 'F rte; -:i * _ } _ .r. } } 1i` il.' ,If F•, f I}' 1+ fir{ - LANDSCAPE y r +i Y •' dr r - • I • , ti_ ` 1, - - t ; r ,. I{ fir' v ' y ` 1 J- . :, f. r:. 4'll kj + - J' 1 MLI , 1 ,'' 1 L =4.• ' Y r •F } - •r• r' rl _ :. - - '+ r: i I 1, ' 7 .41;L , ` JEFFAMBROSIA, ASIA C4057 pi qu 1223 HIGH STREET II' I •I' •' • • I I ' • • • ' I • • • I •• • I 'I • ' ' ' AUBURN, CALIFORNIA1 r 1 885-00401 0042 I Vp FAX(530)885 r . • f 1 LI r t + 1 x•+ 1 F ••. k •1 1 r J L * • 1 fi BUILDING Ar 10497, 10487, 10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B J • fir ,11 ; , M1 i I1.''• 144 14 BUILDING CNIP IV 1p F 10425 S. DE ANZA BLVD. 5. Ap RK L' + ,- L' ir fi' 1 ' —y K ; v _* +' 1, fpr, f* Y - •• ' y . Y. •; 1 SITE • . . 1 495 S. DE ANZA APL A BLVD. Y44 Tr * _ L• . 4 7 •. fir 31 .k -f fENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA III I " • ' • • ' I I' • ' I' • • I' • I I II • • •I • ' I I' • ' I ' I I • 'I // I '• I I I ' I • • / I' A. l yS f' _ ! F- v •. 7r+ 5 y+`4. Y - . r 4 •r. t }, rr i i `- f' r. [i• -! o I a1 _ 1. I' S - - -- 1 •. _ .1 - - .-,1 --L Tom-., Y - _ i , f-_`, . ke q. - 4..• fpr _ l Sl. i lift y , ,\'' ' r .. ' : ' y ' . + :' y ;. ' y a_r1 . . y' t-'4 's -- t _ - ` 1.11. .. x.. _ ' t's • z. ,,. I ,.. r !y Y3 1 • X14 r ,r • . y T 4+ '- l ; } i,f t ' t _ .I! ' • i r } "IL's ' 0. p V`, c I ': •'F.• -, ir1 : e. '.;t :''•*- 1 Y' II 5+ I. l' ,ir. _ - •.', _ ' `-L. ti• f f _ F 111 r , . '' " J l X t r Mr. ,. t. +by' 1-7 1 ..='' ` ••.k' • - Y` ,< - a 1 1 .: - t ,,'- - •, • + ' - - { 1- I . 1 ` 4 - \ * G ' .gyov p R •'1 ti ti l'+ra'i`~• •1 • - - x t'S , - ita. ,r ti. / _ - _ r^ .. i • -. , s w'a<- .l I • 'II 'I • ' I ' /I/ I I / '/ / I • I I• • • I' •' I I III • I' ' • ' II ' I • I' I' • I I I' ' Sheet Title PLANT I • I • •II •• I I I I I I r -r • x - y R ,'. 1. . . •. q-!- ':. ,fir ' . 1 . 1 . . 1 1 1 II' . 1 . . PHOTOS SUBMITTAL • li No. Revision ProjectIMA1 Drawn Date: Scale: NA L3.6 File Name: MS -PL of 19 sheets In YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 I 2 3 4 5 6 www.yamasaki-la.com BUILDING A 10497, 10487,10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA I" MIN. TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. I Q W 05„ 0 o 0 a 11I-111= o° ° oao NO2 o°° oo° °tea° 0 0000 ° 0000°o° III-11 I I III- °6 - 0 0'q8 8 O. goo . - Who o g o -t° :ogo° _ I—I I—I I I I— I I—I I—I I—III—III—III—III—III—III—III III—I I I I 11111111111111111111 111111111111111111111111111111 —,I l Bill l 11 11l11 11llull l li l l 11 l 11 QUW-4 ISI Q U Z W-4 4" U Q U W-4 w QU a MIN. are for the use on the specified project and shall not be used otherwise without the express written permission of Yamosaki Landscape Architecture. Sheet Title HARD S CAPE DETAILS SUBMITTAL NO. 3 Seal pNDSCAPF AMB,gOS/9'Q yA SEGTION O —1 ature9% 20 Rene of Date SJ Date P qTF OF CAU\F No. Date Revision 3 LEGEND 0 0 D 2" O FINISH GRADE Drawn By: BJP e e e T T L4 • 1 Date: 03 MAR 18 File Name: MS-PLDTi of sheets O POURED IN PLACE CONCRETE TOE I NTERLOGK I NG PAVERS - SEE PLAN FOR PAVER PATTERN O I" DEEP GLEAN NON-PLASTIG SAND PER MANUFACTURERS SPEC I F I CATI ONS GLASS II AGGREGATE BASE ROCK COMPACTED TO Q5% RELATIVE GOMPATI ON O x095 COMPACTED 5UE36RADE PLAN VIEWMAGLINSITEFURNITUREINC. r WWW,MAGLIN,COMMAGLINTEL.: 800-716-5506 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF MAGLIN SITE FURNITURE INC, ANY REPRODUCTION IN PART OR ASA TITLE, LEXICON, RECEPTACLE, 48 GAL, 3 STRM, LDO, LDO, LDO MAGLIN SITE FURNITURE INC. r WWW,MAGLIN,COM TEL,; 800-716-5506MAGLIN THE INFORMATION CONTAINED IN THIS DRAWING INC.S THE SOLE PROPERTY OF MAGLIN SITE FURNITURE IANY REPRODUCTION IN PART OR A TITLE: BIKE RACK, 150, 1 RING, SURFACE MOUNT, STEEL PART NO, MBR150-S PART NO LXRC1503-48-MS-LDOST-LDOST-LDOST FAX: 877-260-9393 WHOLE WITHOUT THE WRITTEN PERMISSION OF MAGLIN SITE FURNITURE INC. IS PROHIBITED. FAX: 877-260-9393 ISWHOLEWITHOUTTHEWRITTENPERMISSION OF MAGLIN SITE FURNITURE INC. IS PROHIBITED. SCALE (A) WEIGHT, DATE: SCALE (A) WEIGHT, DATE, 1:18 182,20LBS 2015-10-22 MOl 1112 12,04LBS 1 2015-04-09 PAVER NOTES 0 PAVER SHALL BE GLEAN AND FREE FROM FOREIGN MATERIALS BEFORE INSTALLATION. INSTALLATION SHOULD START FROM A CORNER OR STRAIGHT EDGE AND PROCEED FORWARD OVER THE UNDISTURBED SAND LAYING COURSE. e PAVING WORK SHALL BE PLUMB, LEVEL, AND TRUE TO LINE GRADE; IT SHALL BE 2/-6// INSTALLED PROPERLY, COINCIDE AND ALIGN, WITH ADJACENT WORK AND ELEVATIONS. PAVING STONES SHOULD BE INSTALLED HAND TIGHT ON THE UNDISTURBED SAND F- -1 LAYING COURSE. STRING LINES SHOULD BE USED TO HOLD PATTERN LINES TRUE. GAPS BETWEEN THE EDGE OF THE PAVER SURFACE SHALL BE FILLED WITH STANDARD PAVERS OR WITH PAVERS GUT TO FIT. GUT PAVERS SHOULD BE NO SMALLER THAN ONE THIRD THE SIZE OF FULL PAVERS. CARE SHOULD BE TAKEN WHEN ESTABLISHING THE LAYING PATTERN TO INSURE THAT LESS THAN ONE ADA 4, THIRD PAVERS ARE MINIMIZED. PAVERS ARE SET INTO THE SAND LAYING COURSE BY ROLLER OR PLATE 5'-3" 4'-1" VIBRATOR GAPABLE OF 3,000 TO 5,000 COMPACTION FORGE. VIBRATION SHALL BE CONDUCTED IN GROSSING PATHS UNTIL THE PAVEMENT SURFACE IS 3' 3' SMOOTH AND REQUIRED ELEVATION IS ACHIEVED. GAPS BETWEEN PAVERS SHOULD AT THIS POINT SHOULD BE FILLED TO ABOUT TWO THIRDS OF THE PAYER'S FULL HEIGHT. GAPS BETWEEN EDGES SHOULD BE NO MORE THAN 5/16" WIDE AFTER VIBRATION. GAPS GREATER THAN 5/16" SUGGEST THAT LESS THAN SATISFAGTORY INTERLOCK WILL BE ACHIEVED. PAVERS WITHIN THREE FEET OF T 2'_6„ Lai UNRESTRAINED EDGES MUST NOT BE COMPACTED. 1'-6" 1' 1'-6" ONCE PAVERS ARE VIBRATED INTO PLACE. GLEAN, DRY SAND SHALL BE 4' BROOMED OVER THE PAVEMENT SURFACE AND VIBRATED ONCE MORE INTO THE REMAINING UNFILLED GAPS BETWEEN PAVERS TO THE HEIGHT OF THE JOINT BEVEL. SURPLUS SAND SHOULD BE SWEPT FROM THE PAVEMENT SURFAGE AND DISPOSED OF. B THE GOMPLETED PAVING STONE INSTALLATION SHOULD BE WASHED DOWN ANDRADE'I GLEANED TO PROVIDE A GLEAN FINISHED WORKMANLIKE INSTALLATION. CONCRETE PAVERS AMAGLINSITEFURNITUREINC. THE INFORMATION CONTAINED IN THIS DRAWING TITLE, CLUSTER SEATING, 400, DIRECT BURIAL, WOOD, WCA PART NO MLPT400-DB-W-WCA r WWW,MAGLIN,COMMAGLIN NYOREPRODUCTION INPARTASTA FURNITUREINC. THE CON—PVI SCALE: I u_ 11_OuTEL.: 800-716-5506 FAX: 877-260-9393 WHOLE WITHOUT THE WRITTEN PERMISSION OF MAGLIN SITE FURNITURE INC. IS PROHIBITED. SCALE (A) WEIGHT; DATE: 1:24 216,91LBS 2016-02-29 MOl LEGEND LEGEND 1 OI 3" thick Greenscreen panel, O typ LEGEND A500 GRADE E3) Post to post centers =panelO I CONCRETE PAVING SEE SITE AMENITY SCHEDULE FOR COLOR FINISH (DEPTH 4 a a a a - t 3 TIES3 © O EQUALLY SPAGED W/IN 6 FROM THE TOP length + 4", tPLANtyp. 2 O Horizontal panel max. 48" in 2" I 2 3 i€ AND REINFORCEMENT PER SOILS I OF FTG 3 increments, post to post clear panel length + I typ. REPORT RECOMMENDATIONS) FINISHED GRADE 0 5" square steel tube w/ post 2O STEEL ROD W/ SLEEVE O4 #3 ©TIES T 8" o G cap, typ. 4 SEE SOILS REPORT FOR SIZE RECOMMENDATIONS 3 UNLESS NOTED O #5104 steel channel trim at top 4 O5 4-#5 VERTS edge of panel, typ., " leg x 3 5 3 Ys" RADIUS (TVP.) 3 wide I- " x " leg, 26 quo. gale. steel, factory welded to panel. O FILL JOINT W/ JOINT SEALANT. I 6 SEALANT COLOR $ COLOR= NOTES N Ob #5155r: I -J" " wide x 3 x 3 x 10 FINISH TO BE APPROVED BY LEGEND III III=III=III Slope top of footing 2% to b guage goly. steel snap clip. LANDSCAPE ARCH. PRIOR TO III=III drain. Fasten into vertical support INSTALLATION OI CONCRETE PAVING, PROVIDE EXPANSION III— III= EF with 4" dia.Brews, (3) tek Bre(3) snapJOINTSAT10O.G. MAX, SGORE PER PLAN - III=III 1 clips w/fasteners at each side0Y8" WIDE EXPANSION JOINT - USE POLYFELT SEE SITE AMENITY SGHEDULE FOR COLOR III= iii III of 8 -O high GreenScreen 160 PF5" OR EQUAL AND FINISH O panel. 6 COMPACTED SUB -BASE 2 GLASS 11 AGGREGATE BASE ROCK 3"` A e 0 #5105 trim at bttm. edge of O COMPACTED SUBGRADE COMPACTED TO 8595 RELATIVE COMPACTION panel, " leg x " leg, 26 qua. a 4 ga1v. steel, factory welded to ciO% COMPACTED SUBGRADE panel. 5 A Finish grade I'-4" _ III— -III—III—III illi III q q Concrete footing, see vertical III= footing detail. 11111111 SEGTION SEGTION SEGTION Note: verify panel span + clip spacing ELEVATION for all installations EXPANSION JT. N SEALANT CONCRETE PAYING VERTICAL SCREEN FOOTING FREE STANP I NG VERTICAL SCREEN CEXP -SEA SCALE: 2"= I' -O" PAV-GON SCALE: 1 1/2"=I' -O" VERT-SGN-FTG SCALE: 1/2" = 1'-0" 6RN-SGRN-V SCALE: 3/8" = 1'-0" YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497, 10487,10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. I Q W 0 rw) v QUW-4 ISI Q U Z W-4 N U Q U W-4 w QU These drawings are instruments of service and are the property of Yomasoki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yamosaki Landscape Architecture. Sheet Title HARD S CAPE DETAILS SUBMITTAL NO. 3 Seal pNDSCAPF AMB,gOS/9'Q yA J 4t. O —1 ature9% 20 Rene of Date SJ Date P qTF OF CAU\F No. Date Revision 0 0 0 D Project Mgr,: IMA Sheet No.: Drawn By: BJP Scale: AS NOTED T T L4 • 1 Date: 03 MAR 18 File Name: MS-PLDTi of sheets WITH WEATHER BASED SENSOR WALL MOUNT G GROUND WIRE GONTROLLER 72,47 IF L POWER SUPPLY WIRES N COMMON NEUTRAL WIRE m V VALVE CONTROL WIRES - ONE PER VALVE GONDU I T 115V A.G. GONDU I T 24V A.G. G SPRINKLER HEAD N V qEXPANSION GOIL WATER PROOF GONNEGTOR ELEGTRIG VALV MAINLINE N SPRINKLER HEAD CONTROLLER INSTALLATION GTRLI SCALE: N.T.S. LEGEND NOTES: O MANUAL FLUSH VALVE O2 PLUMBED TO PVC, OR POLY 3O MODEL: TLSOV O 17mm BLANK DRIPLINE I INGH EXHAUST HEADER O MODEL: TLGVO O SUPPLY LATERAL O Techline(P GV DRIPLINE. O FLOW, DRIPPER SPAGING, 25-33 LINE SPAGING PER NETAFIM O INSTALLATION GUI DELI NES 34-4q INSERT TEE (TYP) O MODEL: TLTEE O TREE TRUNK 3 INGHES 6 -INCH SOIL STAPLE (TYP) O MODEL: TLS6 4 INGHES Te6hline(P GV SPAGING PER O NETAFIM INSTALLATION 6 INGHES GUIDELINES O INSERT GROSS (TYP) MODEL: TLGROS 0 1/2-INGH MALE ADAPTER I. Install first Techline(P GV loop 18-inche5 from 10 center of tree trunk. Install each additional MODEL: TLOSOMA loop per Netofim installation guidelines. O2. Install Techline GV dripline on surface to II SGH. 40 PVG DRIP LATERAL depth specified on plans, staple in place per (SIZE PER FLOW) manufacturer's recommendations, backfill and spread surface treatment as directed by SGH. 40 PVG 1/2-INGH others. FEMALE THREADED TEE 3. Install Techline(P GV in accordance with Netafim Installation guidelines. TREE RING LAYOUT DRP -LINE -TREE SCALE: N.T.S. LEGEND O PLANT MATERIAL O TOP OF MULGH (3" LAYER) OR FINISH GRADE O 6" POP-UP HUNTER EGO -INDICATOR DRIP INDICATOR' O HUNTER IH -RISER -24 TUBING WITH FITTINGS (COMES FROM HUNTER AT PRE GUT 24" LENGTHS) WITH PRE GLUED FITTINGS) O" GOUPL I NG TXT O HUNTER PLD -050 FITTING O Y2" POLYETHYLENE TUBING/ SUBSURFAGE DRIP TUBE NOTE: 1. INSTALL I ND I GATOR AT THE END OF EACH DRIP ZONE SYSTEM OR AT EACH END OF A GENTER FEED SYSTEM. 2. INSTALL INDICATOR MINI MUM 24" FROM PLANT MATERIAL. 6" POP-UP PRI P I Nfl I CATOR DRP IND SCALE: N.T.S. TRNGHI NO DRP-NTFM LEGEND FINISH GRADE GOMPAGTED BACKFILL LATERAL LINE TAPE WIRE TO LINE I5 -O" O.G. MAIN LINE UNDISTURBED SUBGRADE I RR I CGAT I ON TRENCH SCALE: N.T.S. I BALL VALVE TO FLUSH SYSTEM PLUMBED TO PVG Drlpline START GONNEGTI ON MALE ADAPTER PVG EXHAUST HEADER PVG SUPPLY HEADER Dripline START GONNEGTI ON II~REMOTE CONTROLft_ VALVE WITH FILTER AND PRV I IAREAPERIMETER I Techline LATERAL TUBING I PERIMETER LATERALS 2" TO 4" FROM EDGE BALL VALVE TO FLUSH SYSTEM PLUMBED TO PVG NETAFIM TECHL I NE 0V LAYOUT OI 6" ROUND VALVE BOX O FINISH GRADE 0 MANUAL LINE FLUSHING VALVE O PEA GRAVEL SUMP O 18" OF BLANK DRIP TUBING VLV-FLSH-MAN 11 ' i 1-111 1-1 I I IIII III III m 'VIII-' I I FLOW- LEGEND OI EXISTING REGTAN6ULAR O 6" PEA GRAVEL SUMP JUMBO VALVE BOX O STANDARD BRICK O EXISTING REMOTE CONTROL VALVE O FILTER FABRIC, O3 PVC, LATERAL O BASKET FILTER O SGH. 40 MAINLINE O 10" ROUND VALVE BOX VLV-B5KT-FLTR2 NOTES: Use Teflon Tape on all threaded manifold components Line sump with filter fabric and leave exposed over gravel 2" min. BASKET FILTER SCALE: N.T.S. REMOTE CONTROL VALVE WITH FILTER AND PRV / OR WATER SUPPLY LATERAL PVG OR POLY SUPPLY HEADER Techline START GONNEGTION MALE ADAPTER Techline® CV TUBING AREA PERIMETER PVG OR POLY EXHAUST HEADER PERIMETER LATERALS 2" FROM HARDSGAPE 4" FROM PLANTER BED BALL VALVE TO FLUSH SYSTEM PLUMBED TO PVG NETAFIM TECHL I NE C1/ ENI;) FEEfl LAYOUT SCALE:N.T.S. — I NTFM-CV SCALE: N.T.S. NOTES: Use Teflon Tape on all threaded manifold components Line sump with filter fabric and leave exposed over gravel 2" min. FLUSH VALVE SCALE: NTS LEGEND OI PLANTER POT O2 POTTI NO SOI L O PVG IRRIGATION LINE O FILTER FABRIC, O CRUSHED DRAIN ROCK O DRAIN HOLE, 3" DRAIN PIPE W/ 3" ATRIUM DRAIN GRATE - DRAINAGE GONNEGTI ON PER C I V I L ENG 1 NEER. O PATIO HARDSGAPE O I " HOLE FOR IRRIGATION LATERAL, 4" HOLE FOR DRAINAGE PIPE. GTRL-ET NOTE: EPDXY DRAIN HOLE AND IRRIGATION LINE HOLE TO PREVENT DRAINAGE ONTO PATIO. POTTERY BUBBLER SCALE: N.T.S. c P/0 P/z LEGEND OI MULCH O2 FINISHED GRADE 3O HEADER O DRIPLINE, SEE PLANS I INGH FOR SPAG I NG O SUB6RADE O6 SUPPLY LATERAL O DRIPLINE DEPTH O STAPLES NOTES: Ghoose header style based SUBSURFAGE INSTALLATION on flow and header layout requirements. O • Staples are required at all blank tubing headers and dripline, per manufactures specifications and recommendations. Staples are not required on PGV headers. SUBSURFACE HEADER 4 PRI PL I NE INSTALLATION NTFM-DPTH SCALE: N.T.S. BALL VALVE TO FLUSH SYSTEM PLUMBED TO PVC, MMMMA, MAN TEGHLINE GV TUBING LATERAL TUBING Techline START GONNEGTI ON MALE ADAPTER EXHAUST HEADER Te6hline TEE SUPPLY HEADER v REMOTE CONTROL VALVE FILTER AND PRV NETAF I M TECHL I NE C1/ I RRECGULAR AREAS LAYOUT NTFM-IRR SCALE: N.T.S. I ee ing S hedu I e ALL PIPE SLEEVES TO BE SGHEDULE 40 PVG. ALL PLASTI G LINES SHALL BE INSTALLED IN SLEEVES UNDER PAYED AREAS. SLEEVES SHALL EXTEND AT LEAST 12 INCHES BEYOND THE EDGES OF THE PAVEMENT. SIZE OF SLEEVES SHALL BE AS FOLLOWS: PIPE OR WIRE SIZE REQUIRED SLEEVE 5/4", 1" PIPE 1-2" PVG SLEEVE 1-1/4", 1-1/2", 2", 2-1/2" PIPE 1-4" PVG SLEEVE 3", 4" PIPE I-6" PVG SLEEVE 6" PIPE 1-8" PVG SLEEVE 1-25 CONTROL HIRES 1-2 " PVG SLEEVE 26-55 CONTROL WIRES 2-2" PVG SLEEVES Fipe Sizing Schedule PIPE SIZE GL 200 (6PM) GL 315 (6PM) SGH 40 (6PM) 3/4" 6-10 7-8 5-8 I INGH II -16 q-14 cl-13 1-1/4" 17-26 15-24 14-23 1-1/2" 27-35 25-33 24-32 2 INCHES 36-55 34-4q 33-53 2-1/2" 56-83 50-74 54-74 3 INGHES 84-125 75-IOCI 75-116 4 INGHES 126-200 110-180 117-200 6 INGHES 200-425 I q0-375 200-450 I. ALL LATERAL PIPE LARGER THAN 1/2" TO BE MINIMUM GLASS 200. 2. ALL MAINLINE PIPE 3/4" - 1 1/2" SHALL BE SGH 40. ALL MAINLINE PIPE 2" - 4" SHALL BE GLASS 315. ALL MAINLINE PIPE 6" AND GREATER SHALL BE GLASS 200. YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497, 10487, 10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. I Q W Ul) 0 w) v w UQ w_ W QUw U Z N F U Q 4 U W-4 w QU These drawings are instruments of service and are the property of Yomasaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yamosoki Landscape Architecture. Sheet Title IRRIGATION DETAILS SUBMITTAL NO. 3 Seal ODSCAPF q AMB yo Qay cn 9/ 20 Renewai Date 12/3/18 sJl Dace P 1TF OF CAOFO No. Date Revision A Project Mgr,: IMA Sheet No.: DrawnBv: SPG Scale: L4.2 Date: 03 MAR 18 File Name: MS-IRDT o f sheets LJ O LEGEND LANDSCAPE ARCHITECTURE OI TREE STAKE ASLA C4057 O TREE TIE O O ROOTBALL O O4 SOIL RING O O AMENDED BACKFILL NOTES: W I DTH OF HOLE SHALL BE 3 TIMES THE W I DTH OF THE ROOTBALL DEPTH OF THE HOLE SHALL BE HEIGHT OF THE ROOTBALL WITH 1 1/2" OF TOP OF ROOTBALL HIGHER THAN SURROUNDING FINISH GRADE GUT TREE STAKES WITHIN 2" OF TIES WATER BACKFILL HEAVILY TO REDUGE AIR POGKETS REMOVE NURSERY STAKE PRIOR TO THE END OF THE MAINTENANCE PERIOD MAINTAIN A MINIMUM D15TANGE OF 18" BETWEEN EDGE OF LAWN AND TRUNK OF TREE(S) TREE PUNTING ANO STAK I NG PLT-TREEI SGALE: N.T.S. NOTES: LEGEND O ROOTBALL O O2 SOIL RING O O AMENDED BAGKF I LL 0 W 1 DTH OF HOLE SHALL BE 3 TIMES THE W I DTH OF THE ROOTBALL DEPTH OF THE HOLE SHALL BE DEPTH OF THE ROOTBALL WITH 1 1/2" OF TOP OF FOOTBALL HIGHER THAN SURROUNDING FINISH GRADE WATER BACKFILL HEAVILY TO REDUGE AIR POGKETS PLT-SHRB I SHRUB PLANTING SGALE: N.T.S. TIES OR FAS FOR Sl AS r ATTACH TO TRELLIS OR GREEN PLT -VINE SET ROOTB SMALL MOU GOMPAGTEE 5P. O.G. 24" TYPICAL PLANVI EN LEGEND OI GROUNOGOVER SPAGING: SEE PLANTING PLAN LEGEND. O2 GROUNOGOVER GENTERS. O WALL, WALK OR EDGE OF GROUNOGOVER PLANTING. PLT-GRDGVR GROUNflGOYER PLANTING 6SGALE: N.T.S. OWN I" ABOVE ILL GH LAYER GTED SOIL ILL MIX - VINE PUNTING SGALE: N.T.S. 0 LEGEND I OI CURB/ STREET/ SIDEWALK NDS - EP SERIES - #EP2450 24"X24" ROOT BARRIER PANELS OR EQUAL a=n. ten. NOTES: Install (4) 24" panels on each side of tree Center the panels on trunk of tree Root barriers are required in all locations where trees are placed closer than 4b" from curbs, sidewalks, concrete or asphalt, and where shown on plans. Set top of root barrier 4" below top of walk or curb, or 2" below finished grade, whichever 15 lower. PLT -BARB 70 1/2 11 J TREE ROOT BARRIER rvm-, MAGLIN SITE FURNITURE INC. THE INFORMATION CONTAINED IN THIS DRAWING r WWW,MAGLIN.C()M IS THE SOLE PROPERTY OF MAGLIN SITE FURNITUREMAGLINTEL.: 800-716-5506 INC, ANY REPRODUCTION IN PART OR IS A FAX: 877-260-9393 MAGLIN SITEOFURNITURERINC, IS PROHIBITED SGALE: N.T.S. L— IL H L16 1/4 [412.75] WOOD PART NO, IMLB720-W SCALE (A) I WEIGHT DATE, YAMASAKI LANDSCAPE ARCHITECTURE JEFF AMBROSIA, ASLA C4057 1223 HIGH STREET AUBURN, CALIFORNIA 95603 530) 885-0040 FAX (530) 885-0042 www.yamasaki-la.com BUILDING A 10497, 10487,10477-B, 10477-A, 10475 10467 & 10457 S. DE ANZA BLVD. BUILDING B 10445 & 10455 S. DE ANZA BLVD. BUILDING C 10425 S. DE ANZA BLVD. SITE WORK 10465 S. DE ANZA BLVD & 10495 S. DE ANZA BLVD. CUPERTINO, CA TRASH ENCLOSURES 10465 S. DE ANZA BLVD. & 10495 S. DE ANZA BLVD. V J Q Z O W 0 rw) v Q QUw U Z W-4 N U Q U w w QU These drawings are instruments of service and are the property of Yamasaki Landscape Architecture. All designs and other information on the drawings are for the use on the specified project and shall not be used otherwise without the express written permission of Yamasaki Landscape Architecture. Sheet Title PLANTING DETAILS SUBMITTAL NO. 3 Seal p,NDSCAPF 619 AMB,g0, A v J ( ice O -1 U ature9% 20 Rene.ol Date 12/3/18 SJ Date P qTF OF CALF No. Date Revision A 0 0 0 0 Project Mgr,: IMA Sheet No.: Drawn By: JMA Scale: L4.3 Date: 03 MAR 18 File Name: MS—PLDTi of sheets 21 ps, F Ha vol"gey-min "ife A 0.0 own0 In IN I FINE 1AdP 9S RK, W11111 NJ zw boxing oa 4: 14*r j6 11 F % 6q Av Ic VI- Ak 40POW F Z&*t = W$= wrolexe = m *400 is Of I AlF AM m 4 hom miall T a Eli a I 11 7j 2, J- A A 40. zw iooxing iNorLJE1WeSL LO iviarKe r am= 416 0- Rag= iiiiiiiiiiiiiiiiiiiiiillillilllllllllllllI ----- - - ---- ----- kit wft ftffiftW Cj A molls&* 0- F2 PA4 L Hohcr pM, J 6 A4 0 F I ::11111111111prIll, C311,111 U r[ T1 fn ew looking Northwest to Pad A &Pad 1H 4lb- 0- eye lf 31 F T eln A AliV, among rrwiw; Pr t,+, Air 7"t MR I Ll A b 49P 0 0 F. Cce 06- 40 POW mp View to 99 Ranch JOHNSON LYMAN W 0 0 luicru BULL 0 vk 4 tip lip n. amm 11 dp- W 0 j 10 Al mW Igo elmiffe JL