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DP-2014-02b OFFICE OF THE CITY CLERK CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 C U P E RT 1 N O TELEPHONE: (408)777-3223• FAX: (408)777-3366 May 21, 2014 Re: Foothill Live/Work development project Application No(s): DP-2014-02, ASA-2014-02, TM-2014-01, TR-2014-08, Z-2014-01 (EA-2014-01); Applicant(s): Tate Development (Foothill Auto Service & Detail, Inc); Location: 10121 N Foothill Blvd APN# 342-32-070; Development Permit to allow the demolition of an abandoned automobile service station and construct six residential units, including five live-work units with detached workspaces, along with associated site and off-site improvements; Architectural and Site Approval to allow the demolition of an abandoned automobile service station and construct six residential units, including five live-work units with detached workspaces, along with associated site and off-site improvements; Tentative Map to subdivide a .66 net acre parcel into six residential lots and one common area lot; Tree Removal Permit to allow the removal and replacement of five Monterey Pine trees; Rezoning of a .87 gross acre parcel from Planned Development General Commercial - P(CG) to Planned Development General Commercial and Residential - P(CG, Res); Mitigated Negative Declaration At its May 20, 2014 regular meeting, the Cupertino City Council took the following action: Approved Mitigated Negative Declaration EA-2014-01; and Adopted Resolution No. 14- 153 approving Tentative Map TM-2014-01; and Adopted Resolution No. 14-154 approving Development Permit DP-2014-02; and Adopted Resolution No. 14-155 approving Architectural and Site Approval ASA-2014-02; and Adopted Resolution No. 14-156 approving Tree Removal Permit TR-2014-08; and added the following conditions: • Superseded Condition nos. 9(j)(i) and 9(j)(ii) of Planning Commission Resolution No. 6734 to state, "Five (5) guest parking spaces shall be reserved for workspace patrons and allowable incidental employees only during the hours of 7 AM to 6 EA-2014-01 May 20, 2014 Page 3 Community Development Foothill Auto Service Details, Inc. C/o Mike Amici David Doyle 647 N. Santa Cruz Ave., #B 22362 Cupertino Road Los Gatos, CA 95030 Cupertino, CA 95014 Tate Development Jan Stoeckenius and Julia Tien Attn: Ron Tate PO Box 1807 22 S. Santa Cruz Ave., 2nd Fl. Cupertino, CA 95015-1807 Los Gatos, CA 95030 Bill Fisher Sam Nazhand 22631 Queens Oak Court 22556 Silver Oak Way Cupertino, CA 95014 Cupertino, CA 95014 Deane Gardner Jeff Ploshay 22321 Cupertino Road 22586 Silver Oak Way Cupertino, CA 95014 Cupertino, CA 95014 Sunil Baliga Jeff and Gayla Page 22216 Cupertino Road 22646 Silver Oak Way Cupertino, CA 95014 Cupertino, CA 95014 OFFICE OF THE CITY CLERK .�' CITY HALL 10300 TORRE AVENUE• CUPERTINO, CA 95014-3255 C U P E RT 1 N O TELEPHONE: (408) 777-3223• FAX: (408)777-3366 To: Planning Department From: Kirsten Squarcia Subject: Subject: Foothill Live/Work development project Recommended Action: A) Approve Mitigated Negative Declaration EA- 2014-01; and B) Conduct the first reading of Ordinance No. 14-2119: "An Ordinance of the Cupertino City Council approving the Rezoning of a .87 gross acre parcel from P(CG) — Planned Development General Commercial to P(CG, Res) — Planned Development General Commercial and Residential, located at 10121 N. Foothill Blvd," Z-2014-01; and C) Adopt Resolution No. 14-153 approving Tentative Map TM-2014-01; and D) Adopt Resolution No. 14-154 approving Development Permit DP-2014-02; and E) Adopt Resolution No. 14-155 approving Architectural and Site Approval ASA-2014-02; and F) Adopt Resolution No. 14-156 approving Tree Removal Permit TR-2014-08 Descri�tion: Application No(s): DP-2014-02, ASA-2014-02, TM-2014-01, TR- 2014-08, Z-2014-01 (EA-2014-01); Applicant(s): Tate Development (Foothill Auto Service & Detail, Inc); Location: 10121 N Foothill Blvd APN# 342-32- 070; Development Permit to allow the demolition of an abandoned automobile service station and construct six residential units, including five live-work units with detached workspaces, along with associated site and off-site improvements; Architectural and Site Approval to allow the demolition of an abandoned automobile service station and construct six residential units, including five live-work units with detached workspaces, along with associated site and off-site improvements; Tentative Map to subdivide a .66 net acre parcel into six residential lots and one common area lot; Tree Removal Permit to allow the removal and replacement of five Monterey Pine trees; Rezoning of a .87 gross acre parcel from Planned Development General Commercial - P(CG) to Planned Development General Commercial and Residential- P(CG, Res); Mitigated Negative Declaration Date: May 27, 2014 May 27, 2014 Page 2 At its May 20, 2014 regular meeting, the Cupertino City Council took the following action: Approved Mitigated Negative Declaration EA-2014-01; and Adopted Resolution No. 14- 153 approving Tentative Map TM-2014-01; and Adopted Resolution No. 14-154 approving Development Permit DP-2014-02; and Adopted Resolution No. 14-155 approving Architectural and Site Approval ASA-2014-02; and Adopted Resolution No. 14-156 approving Tree Removal Permit TR-2014-08; and added the following conditions: • Superseded Condition nos. 9(j)(i) and 9(j)(ii) of Planning Commission Resolution No. 6734 to state, "Five (5) guest parking spaces shall be reserved for workspace patrons and allowable incidental employees only during the hours of 7 AM to 6 PM, Monday through Friday. The five (5) reserved guest parking stalls shall be open to all parties during the hours of 6 PM to 7 AM, Monday through Friday and 24 hours a day on weekends and holidays." • The applicant shall work with the affected neighboring property owners along the west and south property lines to determine the acceptable trimming and maintenance height of the new privacy trees/shrubs along the west and south property lines. The CC&Rs shall reflect the acceptable trimming and maintenance heights. • The CC&RS shall require property owners of the live-work units to obtain and maintain a City business license in order to utilize the workspaces. Failure to do so would be a violation of the Development Permit and CC&Rs and would result in further code enforcement action by the City. The City Council also took the following legislative actions at the May 20, 2014 regular meeting; Conducted the first reading of Ordinance No. 14-2119: "An Ordinance of the Cupertino City Council approving the Rezoning of a .87 gross acre parcel from P(CG) - Planned Development General Commercial to P(CG, Res) - Planned Development General Commercial and Residential, located at 10121 N. Foothill Blvd," Z-2014-01 � RESOLUTION NO. 14-154 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CUPERTINO APPROVING A DEVELOPMENT PERMIT TO ALLOW THE DEMOLITION OF AN ABANDONED AUTOMOBILE SERVICE STATION AND CONSTRUCT SIX RESIDENTIAL UNITS, INCLUDING FIVE LIVE-WORK UNITS WITH DETACHED WORKSPACES, ALONG WITH ASSOCIATED SITE AND OFF-SITE IMPROVEMENTS, LOCATED AT 10121 N. FOOTHILL BLVD SECTION I: PROTECT DESCRIPTION Application No.: DP-2014-02 Applicant: Tate Development Property Owner: Foothill Auto Service & Detail, Inc. Location: 10121 N. Foothill Boulevard (APN 342-32-070) SECTION II: FINDINGS FOR DEVELOPMENT PERMIT: WHEREAS, the City Council of the City of Cupertino received an application for a Development Permit as described in Section I. of this Resolution; and WHEREAS, the Environmental Review Committee and Planning Commission have recommended adoption of a Mitigated Negative Declaration; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the City Council has held at least one public hearing in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the City Council finds as follows with regard to this application: a) 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; Given that the project is consistent with the General Plan and Zoning Ordinance; has been designed to be compatible with and respectful of adjoining land uses; and that relevant mitigation measures will be incorporated as part of the CEQA review process to mitigate potential impacts to a less than significant level, the project 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. Resolution No. 14-154 Page 2 b) The proposed development will be located and conducted in a manner in accord with the Cupertino General Plan and the purpose of the City's zoning ordinances. The proposed development is in conformance with the General Plan Land Use Map of the City of Cupertino, since it is consistent with the existing land use designation (Commercial/Residential). In addition, the design is consistent with General Policies that encourage development to activate streetscapes, be oriented to public streets, and avoid walls and gates that isolate developments from the community. The location, height, and massing of the buildings are compatible with the adjacent and surroundTng developments. The proposed project format is consistent with the City's General Plan Policy 2-32, which specifies for this area to provide neighborhood commercial uses along the street and to discourage standalone commercial developments. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of the initial study, maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in this Resolution beginning on PAGE 2 thereof,: A Mitigated Negative Declaration (Application no. EA-2014-01) is hereby adopted; and the application for a Development Permit, Application no. DP-2014-02 is hereby approved and that the subconclusions upon which the findings and conditions specified in this resolution are based and contained in the Public Hearing record concerning Application no. DP-2014-02 as set forth in the Minutes of City Council Meeting of May 20, 2014, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. Planning Division: 1. APPROVED EXHIBITS Approval is based on the plan set received May 21, 2014 consisting of 40 sheets labeled AO- A4, A4.1, A5-A9, A9.1, A10-20, AL1.1-AL1-4, C1-05, TM, L0, L0.1, L0.2, L1, L2, L2.1, and L2.2, entitled, "Foothill Blvd PUD, 10121 N Foothill Blvd., Cupertino, CA 95014," drawn by Modative, SMP Engineers, and Miriam Rainville; except as may be amended by conditions in this resolution. 2. ACCURACY OF PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. Resolution No. 14-154 Page 3 3. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file nos. Z-2014-01, TM-2014-01, ASA-2014-02, and TR-2014-08 shall be applicable to this approval. 4. 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. 5. SUPERCEDANCE OF U-1987-53 The conditions contained in this Development Permit shall supersede the previously approved Use Permit (U-1987-53) on the property, since this Development Permit involves the complete demolition of the use associated with Use Permit application no. U-1987-53. 6. DEVELOPMENT APPROVAL AND PROTECT AMENDMENTS Development Permit approval is granted to allow the demolition of 1,608 square feet of existing commercial space (abandoned automobile service station) and the construction of six residential units, including five live-work units with detached workspaces. The following square footages are approved for the residential units and workspaces: Homes 1-5: 2,668 s.f. (1,320 s.f. first floor, 1,348 second floor) Home 6: 2,690 s.f. (1,271 s.f. first floor, 1,419 s.f. second floor) Home 1-3 works�aces: 452 s.f. Home 4-5 works�aces: 411 s.f. The Planning Commission shall review amendments to the project considered major by the Director of Community Development. 7. DEVELOPMENT ALLOCATION The applicant shall receive an allocation of six residential units from the Other Commercial Centers General Plan residential allocation area. 1,608 commercial square feet shall be backfilled into the Other Commercial Centers General Plan commercial allocation area. 8. WORKSPACE PERMITTED/PROHIBITED USES AND PERFORMANCE STANDARDS Permitted uses in the workspaces shall be consistent with the City's Home Occupation Ordinance, currently Chapter 19.120 of the Municipal Code and shall be subject to the following performance standards (including prohibited uses): a. Usage: i. The residential and the commercial space must be occupied by the same tenant, and no portion of the live/work unit may be rented or sold separately. Resolution No. 14-154 Page 4 ii. The commercial component as designated on the floor plan approved shall remain commercial and cannot be converted to residential use. iii. The residential component as designated on the floor plan approved shall remain residential and cannot be converted to commercial use. iv. The commercial component shall be restricted to the unit and shall not be conducted in the yard, garage, or any accessory structures. v. The commercial component shall not detract from, or otherwise be a nuisance to, the residential character or appearance of the dwelling units. vi. No explosive, toxic, combustible or flammable materials in excess of what would be allowed incidental to normal residential use shall be stored or used on the premises. vii. Client/customer visits are limited to one vehicle or client unit at a time. viii. Client/customer visits may only occur during the hours of 7 AM to 6 PM. b. Location: Prevent intrusion of light, noise and unsightly conditions from disturbing neighbors. i. Confine home occupation to workspaces. ii. Front yards, driveways may not be used for home occupation purposes. c. Display: Maintain visual character of principal residence as a residence. i. Workspace activities shall involve no exterior display of inerchandise or stock in trade for sale. d. Sales Activity: Restrict scope of workspace activity to ensure that residential use remains primary. i. Direct sale of products off display shelves or racks to the general public is prohibited; however an order may be filled on the premises if placed earlier by a customer using telephone, e-mail, or mail order communications, or through attendance at a sales party. ii. Parties for the purpose of selling or taking orders for merchandise shall not be held more than two times in any month. iii. Workspace activities which involve the sale or rental of vehicles or vessels shall not be permitted to keep any vehicles on the premises at any time, or to deliver such vehicles to renters or purchasers on the premises. e. Intrusive Effects: Ensure that processes, tools, and hours of operation do not disturb neighbors through noise, odor, vibration, TV/radio interference. i. All workspace activities shall comply with City noise ordinance daytime/nighttime limitations. ii. All workspace activities shall be conducted so as to maintain emissions at nonintrusive levels. Resolution No. 14-154 Page 5 iii. Appropriate equipment shall be installed to reduce emissions to nonintrusive levels. f. Traffic: Ensure that pedestrian, automobile, or truck traffic, or parking demand is not significantly above normal levels for that zone. i. Deliveries to and from the premises restricted per the Municipal Code. g. Employment: Ensure that traffic is not significantly above normal levels for that zone. i. Workspace activities shall be carried on by members of the household occupying the dwelling, with not more than one additional person employed on the premises who is not a resident thereof. This shall not exclude the employment of domestic servants, gardeners, janitors, or other persons concerned in the operation or maintenance of the dwelling, whether living on the premises or not. h. Utility Service: Maintain residential scale of utility services to limit workspace activity to an incidental use. i. Workspace activity requiring a water meter above the size customary to a residence in that zone is prohibited. ii. Electrical panel restricted to size customary to a residence in that zone. i. Business Vehicle: Restrict number, size, and keeping of vehicles to reduce parking demand and maintain residential streetscape. i. No more than one vehicle primarily used for business purposes may be parked per site. ii. Size limited to passenger auto, pickup truck, or similar van. j. Guest Parking Area: i. Five (5) guest parking spaces shall be reserved for workspace patrons and allowable incidental employees only during the hours of 7 AM to 6 PM, Monday through Friday. The five (5) guest parking stalls shall be open to all parties during the hours of 6 PM to 7AM, Monday through Friday and 24 hours a day on weekends and holidays. ii. Signage restricting the usage of the spaces shall be reviewed by the City and installed prior to final occu�ancy. k. Storage: Ensure that stored materials do not take up required parking space or accumulate in yards. i. Storage outside of an enclosed structure is prohibited. ii. Garage storage of materials is not allowed. Resolution No. 14-154 Page 6 1. Signs: i. Signage shall be developed in accordance with a master sign program for the overall development. ii. Signage intended to promote workspace businesses shall be restricted to two square foot signs permanently affixed to the door or wall of the workspace. iii. All advertising for workspace businesses shall clearly state "by appointment only." iv. Signs shall not be placed on the roof or within the required setback areas. m. Excluded Occupations: The occupations listed below, shall not be considered incidental and secondary to the primary residence and are therefore prohibited: i. Automobile repair shops, including paint and body work; ii. Barbershops and beauty parlors, except for hair stylists by appointment only; iii. Boarding and/or rooming homes for more than two guests; iv. Clinics and hospitals, also veterinary (animal) clinics and hospitals; v. Kennels and other boarding for pets, in excess of the number of animals allowed in the base zoning district where specified; vi. Medical offices for physicians, dentists, osteopaths, and other practitioners; vii. Massage, acupuncture, and other alternative medical practices. viii. Private schools with organized classes; ix. Upholstery, small engine repair, welding shops; x. Food uses (including, but not limited to cottage foods, restaurants, other uses involving food preparation) xi. Client/customer visits in excess of one vehicle or client unit at a time. xii. Other uses which are found by the Community Development Director to be of similar intensity and characteristics of use to those enumerated in this section, and are thus inconsistent with the stated purposes of the Home Occupation Ordinance. All workspace businesses shall obtain and maintain a City of Cupertino business license. 9. MAINTENANCE HEIGHT OF PRIVACY TREES/SHRUBS The applicant shall work with the affected neighboring property owners along the west and south property lines to determine the acceptable trimming and maintenance height of the new privacy trees/shrubs along the west and south property lines. The CC&Rs shall reflect the acceptable trimming and maintenance heights. 10. FORMATION OF A HOMEOWNERS ASSOCIATION (HOA) AND COVENANTS CONDITIONS, AND RESTRICTIONS (CC&Rs� A Homeowner's Association shall be formed to maintain the common areas of the property. The Conditions, Covenants and Restrictions (CC&Rs) shall be reviewed and approved by Resolution No. 14-154 Page 7 the City Attorney and the Director of Community Development �rior to recordation of final m�. A deposit determined by staff shall be provided for the City Attorney's review. The CC&Rs shall include, but not be limited to the following terms: a. The members/board shall meet at a minimum of once/year b. The Association dues shall cover: i. Maintenance of common area on the property including driveways, walkways, hardscaping, parking, landscaping and accessory items, such as trash bins/areas, on and off-site landscaping and trees, outside trash bins, fences, etc, ii. Building and site repair on a regular schedule, or as otherwise necessary, and building renovation and replacement as necessary. c. Private driveway and walkway maintenance d. Protection and maintenance of perimeter privacy trees/shrubs, including the acceptable trimming and maintenance heights. e. Any changes to the CC&R's must be reviewed and approved by the City f. Disbanding of the Association shall require an amendment to the development permit. g. Performance standards for the workspaces h. Permitted and prohibited workspace uses i. Workspace performance standards j. Signage for the workspaces k. Procedures for maintenance in the City's right-of-way 1. Procedures for architectural and site modifications m. Environmental mitigation monitoring n. Compliance with other project conditions of approval o. Trash Management: The HOA shall provide a deposit for the City's time in monitoring the site and the street on collection days to see what impact the work spaces have on the neighborhood, the traffic, and the containment of the trash/recycling and organics using toters in a relatively dense configuration. Additional measures, including, but not limited to, construction of a trash enclosure, may be required if problems persist. p. The project may be subject to levels of noise, activities, and impacts associated with commercial uses at higher levels than would be expected in typical residential projects. Noise and other standards shall be those applicable to commercial properties in the applicable zoning district. q. Master sign program (if signage is requested). r. Requirement for the property owners of the live-work units to obtain and maintain a City business license in order to utilize the workspaces. Failure to do so would be a violation of the Development Permit and CC&Rs and would result in further code enforcement action by the City. 11. PARKING RATIO The project auto parking ratio shall be 3.8 spaces per unit with a workspace (2 enclosed, .8 open) and 2.8 space per unit without a workspace (2 enclosed, .8 open). Resolution No. 14-154 Page 8 12. INTERIOR GARAGE DIMENSION The interior garage clearance shall be 20 feet by 20 feet (measured from inside walls). 13. COMPLIANCE WITH MITIGATION MONITORING AND REPORTING PROGRAM MMRP The project shall be required to adhere to the mitigation measures identified in the Mitigated Negative Declaration (EA-2014-01) and Mitigation Monitoring and Reporting Program (MMRP) for the project. 14. HOUSING MITIGATION FEES The applicant shall participate in the City's Below Market Rate (BMR) Housing Program by paying the housing mitigation fees as per the Housing Mitigation Manual. The estimated mitigation fee for this project is $53,531.52 based on the 2013-2014 fiscal year rate of$2.94 per square foot of residential area. 15. SCHOOL IMPACT FEES The applicant shall pay the applicable school impact fees assessed by the school districts �rior to issuance of building�ermits. 16. BICYCLE PARKING The applicant shall provide Class II bicycle parking based on a minimum of five percent of the required auto parking in accordance with the City's Parking Regulations under Chapter 19.124 of the Cupertino Municipal Code. 17. WORKSPACE STOREFRONTS The workspace storefront entrances shall remain oriented towards Foothill Boulevard. The entrance doors and storefront are to be kept open and free of any obstructions. No more than 25% of each storefront window bay may be obstructed. Boarding, closure, shelves, permanent walls, opaque painting/material of windows, and other storefront obstructions are not permitted. 18. MASTER SIGN PROGRAM Signage is not approved with this application. A separate master sign program application for the entire development if signage for the workspaces is requested. 19. TRASH AND DELIVERY ACTIVITIES A detailed refuse and truck delivery plan shall be prepared by the applicant. The plan shall include, but not be limited to the following: _ Resolution No. 14-154 Page 9 a. Location and design of trash facilities (i.e. trash enclosures and receptacles). Trash enclosures shall provide ample space to include trash, recycling, food waste, and waste receptacles along with a tallow bin. b. Quantity of trash receptacles. c. Primary and alternative truck routes. d. Signage for parking stalls displaced during pick-up and delivery hours. e. Trash pick-up schedule. All trash facilities must be screened and enclosed to the satisfaction of the Public Works Department. The final plan shall be submitted to the City and the City's refuse service for review and approval prior to issuance of building permits. 20. TRANSFORMERS 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. 21. 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 new 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. 22. ROOFTOP EQUIPMENT AND OTHER ABOVE-GROUND EQUIPMENT 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. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. A line of sight plan may be required to demonstrate that the equipment will not be visible from any public right-of-way. The location of the equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 23. SITE LIGHTING All new lighting must conform to the standards in the City's Parking Ordinance, and the Resolution No. 14-154 Page 10 final lighting plan (including a detailed photometric plan} shall be reviewed and approved by the Community Development Director �rior to buildin�permit issuance. Prior to final occu�anc�, a licensed lighting consultant shall confirm that the lighting is in compliance with the City's standards. 24. CITY ARBORIST REVIEW OF EXISTING NEIGHBORING AND NEW SITE TREES Prior to gradin� or buildin�permit issuance, the City's consulting arborist shall be retained by the developer to review all construction permit drawings and details concerning the area near existing neighboring property trees in order to more accurately assess the impacts to the neighboring trees. The developer shall implement any additional recommendations and tree protection measures by the City's consulting arborist. The City's consulting arborist shall also be retained by the developer to inspect the existing neighboring trees to confirm their good health following construction. Corrective measures shall be taken, if necessary. Additionally, �rior to final occu�ancy, the City's consulting arborist shall be retained to inspect the new tree plantings to ensure that they were planted properly and according to the approved plan. 25. LANDSCAPE PROTECT SUBMITTAL Prior to issuance of buildin�permits, the applicant shall submit a full landscape project submittal per section 14.15.040 of the Landscaping Ordinance. The Water-Efficient Design Checklist (Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and approved to the satisfaction of the Director of Community Development�rior to issuance of buildin��ermits. 26. LANDSCAPE INSTALLATION REPORT A landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed and �rior to final occu�anc�. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not limited to: inspection to confirm that the landscaping and irrigation system are installed as specified in the landscape and irrigation design plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that causes overland flow, and preparation of an irrigation schedule. The landscape installation report shall include the following statement: "The landscape and irrigation system have been installed as specified in the landscape and irrigation design plan and complies with the criteria of the ordinance and the permit." 27. LANDSCAPE AND IRRIGATION MAINTENANCE A maintenance schedule shall be established and submitted to the Director of Community Development or his/her designee, either with the landscape application package, with the Resolution No. 14-154 Page 11 landscape installation report �rior to issuance of final occu�ancY, or any time before the landscape installation report is submitted �rior to issuance of building.pe�. a) Schedules should take into account water requirements for the plant establishment period and water requirements for established landscapes. b) Maintenance shall include, but not be limited to the following: routine inspection; pressure testing, adjustment and repair of the irrigation system; aerating and de- thatching turf areas; replenishing mulch; fertilizing; pruning; replanting of failed plants; weeding; pest control; and removing obstructions to emission devices. c) Failed plants shall be replaced with the same or functionally equivalent plants that may be size-adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall either be replaced or be revived through appropriate adjustments in water, nutrients, pest control or other factors as recommended by a landscaping professional. 28. SOIL ANALYSIS REPORT A soils analysis report shall document the various characteristics of the soil (e.g. texture, infiltration rate, pH, soluble salt content, percent organic matter, etc) and provide recommendations for amendments as appropriate to optimize the productivity and water efficiency of the soil. 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. 29. SOIL SAMPLING AND ANALYSIS MM HAZ-1.1: The project shall conduct soil sampling and analysis of the extent of petroleum hydrocarbons (TPH) and volatile organic compounds (VOC) contamination in soil, soil vapor, and/or groundwater in accordance with the Work Plan approved by the Santa Clara County Department of Environmental Health (SCCDEH) on November 5, 2013. The approved Work Plan describes sample methodology, sample locations, the quality assurance/quality control plan, reporting, and schedule. The Work Plan shall be implemented by the project and the results of the sampling shall be submitted to the SCCDEH. If additional investigation is required to sufficiently delineate the contaminants of concern, additional sampling or mitigation measures shall be proposed and be reviewed and approved by the SCCDEH. The Work Plan shall be completed to the satisfaction of the SCCDEH prior to issuance of gradin�permits for project construction. 30. SITE REMEDIATION PLAN MM HAZ-1.2: A Site Remediation Plan shall be prepared based on the documented soil conditions and approved by the SCCDEH. The Site Remediation Plan shall include the design of a remedy that has the goal of mitigating ongoing threats to water quality and to conditions of unacceptable risk for residential land use. The Site Remediation Plan shall Resolution No. 14-154 Page 12 include implementation and monitoring schedules. Upon approval of the Site Remediation Plan, the approved remediation design shall be implemented at the project site, rior to issuance of r� adin�permits for�roject construction. Based on the current understanding of site conditions, soil vapor extraction (SVE) is considered an appropriate remedy to mitigate the soil vapor levels to an acceptable level for residential use. An SVE system would consist of a series of soil vapor extraction wells connected to a vacuum pump. The depth and number of wells would be determined based on results of the additional sampling. Vapors collected via the extraction system would be treated either through absorption onto activated carbon or destroyed using an on-site combustion system. The operation of the mitigation system would be tuned for optimal performance during the early operations period. Mitigation of soil vapors to levels acceptable for residential land use is expected to take approximately three months. System operation shall comply with City noise ordinances and necessary permits (e.g., Bay Area Air Quality Management District) shall be obtained prior to operation of the system. In addition, required permits for well installation shall be obtained from the Santa Clara Valley Water District. If vapor mitigation through SVE is the only remedy implemented, confirmation of its effectiveness shall be documented by four quarters of soil vapor monitoring (multi-depth vapor wells installed to five and 10 feet at each proposed residence) performed after the termination of the remediation system. If a different remedy is approved, the Site Remediation Plan shall include an applicable implementation plan, schedule, monitoring, and confirmation program. Other feasible remedies could include soil excavation with or without above-ground treatment, passive sub-slab vapor barriers, active sub-slab vapor management systems, or a combination of these components. 31. OTHER SOIL CONTAMINANT SOURCES SAMPLING AND ANALYSIS MM HAZ-1.3: In addition to the sampling described above, soils at the site shall be assessed for impact from other potential contaminant sources. These sources shall be sampled and analyzed as follows: • Soil samples shall be collected near the location of the former hydraulic hoists and analyzed for PCBs. Samples shall be collected at locations dictated by visual evidence of discoloration and analyzed using EPA SW 846 methodology (e.g., 8081 or 8082). If no discoloration is evident, one soil sample shall be collected at each hoist. • Three soil samples shall be collected from the site at a maximum depth of 0.5 feet below the native soil surface and analyzed for organochlorine pesticides and arsenic. Additional samples may be required based on the results of this analysis. Resolution No. 14-154 Page 13 • The soil sampling results shall be compared to appropriate risk-based screening levels and submitted to SCCDEH and the Director of Community Development prior to construction grading on the site. If additional investigation is required to sufficiently delineate the contaminants of concern, additional sampling or mitigation measures shall be proposed and reviewed and approved by the SCCDEH prior to construction gradin�. 32. REMOVAL AND DISPOSAL OF CONTAMINATED SOILS MM HAZ-1.4: Soil containing pesticides, PCB, and/or petroleum hydrocarbons shall be removed by properly trained and licensed personnel and contractors, prior to construction workers entering the site to be�n earthwork. Contaminated soil shall be handled by trained personnel using appropriate protective equipment and engineering controls, in accordance with local, state, and federal laws. Contaminated soil shall be transported separate from other soil excavated at the site, and disposed at an appropriate offsite facility in accordance with its characteristics or, if mitigated by an alternative method, with approval from SCCDEH, or other appropriate regulatory agency. 33. CLOSURE REPORT MM HAZ-1.5: U�on com�letion of remediation activities and confirmation that the resulting conditions are adec�uatel� protective of residential develo�ment, a Closure Report shall be prepared and submitted to the City and SCCDEH for review and approval. The report shall summarize: • Past investigations, analytical reports, and current site conditions; • Implemented mitigation measures and soil management activities; • Off-site transport and disposal of excavated soil, and • Excavation backfill materials and procedures. Once the mitigation measures described have achieved thresholds established for residential use, the report shall include a request regulatory closure for the property. Final approval that the site is suitable for residential land uses shall be issued by SCCDEH and copied to the City of Cupertino prior to issuance of �radin� or demolition�ermits for�ro�ect construction. 34. HEALTH AND SAFETY PLAN (HASP� MM HAZ-1.6: A site-specific Health and Safety Plan (HASP) shall be prepared ri� or to issuance of r� adin� permits for �roject construction to address potential health and safety hazards associated with implementation of the Work Plan and proposed redevelopment activities (e.g., site preparation, demolition, grading and construction). The HASP shall govern activities of all personnel present during field activities. A job hazard analysis (JHA) shall be prepared for each task prior to performing said task. The JHAs shall include, at a minimum, identification of likely hazards associated with the task, requirements and procedures for employee protection, and required mitigation measures. Any contractor Resolution No. 14-154 Page 14 performing a task not covered in the HASP shall be required to develop a JHA specific to that task prior to performing the task. 35. SITE MANAGEMENT PLAN (SMP� MM HAZ-1.7: A Site Management Plan (SMP) shall be developed to establish management practices for handling contaminated soil or other materials encountered during construction activities. The SMP shall identify potential health, safety, and environmental exposure considerations associated with redevelopment activities and shall identify appropriate mitigation measures. The SMP shall be submitted to the City and SCCDEH for approval prior to commencing construction activities. The SMP will include the following: • Proper mitigation as needed and demolition of the existing structure; • Proper handling and disposal of waste oil below the building; • Management of stockpiles, including sampling, disposal, and dust and runoff control including implementation of a stormwater pollution prevention program; • Management of underground structures encountered, including utilities and/or underground storage tanks; • Procedures to follow if evidence of an unknown historic release of hazardous materials (e.g., underground storage tanks, buried debris, contamination) is discovered during excavation or demolition activities; • Traffic control during site improvements; • Noise, work hours, and other relevant City regulations; • Mitigation of soil vapors; and • Monitoring, reporting, and regulatory oversight arrangements. 36. REDUCTION OF INTERIOR NOISE LEVELS MM NOI-1.1: Provide a suitable form of forced-air mechanical ventilation, as determined by the City of Cupertino Building Official, for all the units so that windows could be kept closed at the occupant's discretion to control noise and achieve the 45 dBA CNEL interior noise standard. MM NOI-1.2: Provide sound rated windows and doors for Homes 1-5 to maintain interior noise levels at acceptable levels. Preliminary calculations made based on the data contained in the conceptual design plans indicate that sound-rated windows and doors with a sound transmission class rating of STC 30 to 35 would be sufficient to control noise and achieve the 45 dBA CNEL interior noise standard. MM NOI-1.3: Confirm the final specifications for noise insulation treatments during final design of the project. Results of the analysis, including the description of the necessary noise control treatments, shall be submitted to the City along with the building plans and approved �rior to issuance of building �ermits. Resolution No. 14-154 Page 15 37. CONTRUCTION NOISE MITIGATION MEASURES The following construction noise mitigation measures shall be taken in order to reduce noise event impacts to nearby receptor areas: • MM NOI-2.1: Avoid the unnecessary idling of equipment and stage construction equipment as far as reasonable from residences adjacent to the site. • MM NOI-2.2: Prepare a detailed construction plan identifying the schedule for major noise-generating construction activities. • MM NOI-2.3: Notify adjacent residents to the project site of the construction schedule. • MM NOI-2.3: Locate stationary noise generating equipment such as air compressors or portable power generators as far as possible from sensitive receptors. • MM NOI-2.4: Construct temporary noise barriers to screen stationary noise generating equipment when located near adjoining sensitive land uses. • MM NOI-2.5: Utilize "quiet" air compressors and other stationary noise sources where technology exists. • MM NOI-2.6: Control noise from construction workers' radios to a point that they are not audible at existing residences bordering the project site. • MM NOI-2.8: Designate a "noise disturbance coordinator" who would be responsible for responding to any local complaints about construction noise. The disturbance coordinator would determine the cause of the noise complaints (e.g., starting too early, bad muffler, etc.) and would require that reasonable measures warranted to correct the problem be implemented. Conspicuously post a telephone number for the disturbance coordinator at the construction site and include it in the notice sent to neighbors regarding the construction schedule. 38. PRE-CONSTRUCTION MEETING AND CONSTRUCTION MANAGEMENT PLAN Prior to commencement of construction activities, the applicant shall arrange for a pre- construction meeting with the pertinent departments (including, but not limited to, Building, Planning, Public Works, Santa Clara County Fire Department) to review an applicant- prepared construction management plan including, but not limited to: a. Plan for compliance with conditions of approval b. Plan for public access during work in the public right-of-way c. Construction staging area d. Construction schedule and hours e. Construction phasing plan, if any f. Contractor parking area g. Tree preservation/protection plan h. Site dust, noise and storm run-off management plan i. Emergency/complaint and construction site manager contacts Resolution No. 14-154 Page 16 39. CONSTRUCTION HOURS 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. The developer shall be responsible for educating all contractors and subcontractors of said construction restrictions. Rules and regulation pertaining to all construction activities and limitations identified in this permit, along with the name and telephone number of a developer appointed disturbance coordinator, shall be posted in a prominent location at the entrance to the job site. 40. DEMOLITION REQUIREMENTS All demolished building and site materials shall be recycled to the maximum extent feasible subject to the Building Official. The applicant shall provide evidence that materials were recycled prior to issuance of final demolition permits. 41. HAZARDOUS MATERIAL MITIGATION DURING DEMOLITION The following requirements shall apply for the demolition phase of the project: a. In conformance with state and local laws, a visual inspection/pre-demolition survey, and possible sampling, shall be conducted prior to the demolition of on-site buildings to determine the presence of lead-based paint and/or asbestos-containing materials. b. During demolition activities, all building materials containing lead-based paint shall be removed in accordance with Cal/OSHA Lead in Construction Standard, Title 8, California Code Regulations 1532.1, including employee training, employee air monitoring, and dust control. Any debris or soil containing lead-based paint or coatings would be disposed of at landfills that meet acceptance criteria for the waste being disposed. c. All potentially friable ACMs shall be removed in accordance with NESHAP guidelines prior to building demolition or renovation that may disturb the materials. All demolition activities will be undertaken in accordance with Cal/OSHA standards contained in Title 8 of the CCR, Section 1529, to protect workers from exposure to asbestos. d. A registered asbestos abatement contractor shall be retained to remove and dispose of ACMs identified in the asbestos survey performed for the site in accordance with the standards stated above. e. Materials containing more than one percent (1%) asbestos are also subject to BAAQMD regulations. Removal of materials containing more than one percent (1%) asbestos shall be completed in accordance with BAAQMD requirements. f. The project, with the implementation of the above standard project conditions, would not result in significant impacts from lead-based paint and ACMs. Resolution No. 14-154 Page 17 , 42. 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. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered or treated with non-toxic stabilizers or dust palliatives two times per day and more often during windy periods to prevent dust from leaving the site. b. All haul trucks transporting soil, sand, or other loose material on-site shall be covered to maintain at least 2 feet of freeboard. c. All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited. d. All vehicle speeds on unpaved roads shall be limited to 15 mph. e. All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. f. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used. g. Post a publicly visible sign with the telephone number and person to contact at the lead agency regarding dust complaints. This person shall respond and take corrective action within 48 hours. The Air District's phone number shall also be visible to ensure compliance with applicable regulations. h. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). i. Clear signage shall be provided for construction workers at all access points. j. All construction equipment shall be maintained and properly tuned in accordance with manufacturer's specifications. All equipment shall be checked by a certified visible emissions evaluator. k. Construction equipment shall not be staged within 200 feet of existing residences. 1. The applicant shall incorporate the City's construction best management practices into the building permit plan set. 43. MITIGATION OF CONSTRUCTION-RELATED WATER QUALITY IMPACTS In conformance with the City of Cupertino's Municipal Code Chapter 9.18, the project shall implement the following standard measure to reduce construction-related water quality impacts to a less than significant level: • The project shall implement construction BMPs to avoid impacts to surface water quality during construction, to the satisfaction of the Director of Public Works. Construction BMPs would include, but would not be limited to, the following measures: Resolution No. 14-154 Page 18 — Preclude non-stormwater discharges to the stormwater system. — Incorporate effective, site-specific Best Management Practices for erosion and sediment control during the construction period. — Cover soil, equipment, and supplies that could contribute to non-visible pollution prior to rainfall events or monitor runoff. — Perform monitoring of discharges to the stormwater system. 44. MITIGATION OF POST-CONSTRUCTION WATER QUALITY IMPACTS In conformance with the City of Cupertino's Municipal Code Chapter 9.18, the project shall implement the following standard measures to reduce post-construction water quality impacts to a less than significant level: • The project shall comply with Provision C.3 of NPDES Permit Number CAS612008, which provides enhanced performance standards for the management of storm water for new development. Prior to issuance of building and grading permits, each phase of development shall include provision for post-construction structural controls in the project design in compliance with the NPDES C.3 permit provisions, and shall include BMPs for reducing contamination in storm water runoff as permanent features of the project. The project includes the incorporation of vegetated swales, rain gardens, and flow-through planters to treat and reduce the amount of runoff from the site. The specific BMPs to be used in each phase of development shall be determined based on design and site-specific considerations and will be determined prior to issuance of building and grading permits. • To protect groundwater from pollutant loading of urban runoff, BMPs which are primarily infiltration devices (such as infiltration trenches and infiltration basins) must meet, at a minimum, the following conditions: — Pollution prevention and source control BMPs shall be implemented to protect groundwater; — Use of infiltration BMPs cannot cause or contribute to degradation of groundwater; — Infiltration BMPs must be adequately maintained; — Vertical distance from the base of any infiltration device to the seasonal high groundwater mark must be at least 10 feet. In areas of highly porous soils and/or high groundwater table, BMPs shall be subject to a higher level of analysis (considering potential for pollutants such as on-site chemical use, level of pretreatment, similar factors); — Unless storm water is first treated by non-infiltration means, infiltration devices shall not be recommended for areas of industrial or light industrial activity; areas subject to Resolution No. 14-154 Page 19 high vehicular traffic (25,000 or greater average daily traffic trips on main roadway or 15,000 or more average daily traffic trips on any intersecting roadway); automotive repair shops; car washes; fleet storage areas (bus, truck, etc.); nurseries; and other land uses and activities considered by the City as high threats to water quality; and — Infiltration devices shall be located a minimum of 100 feet horizontally from any water supply wells. • Best Management Practices (BMPs) shall be selected and designed to the satisfaction of the Director of Public Works in accordance with the requirements contained in the most recent versions of the following documents: — City of Cupertino Post-Construction BMP Section Matrix; — SCVURPPP "Guidance for Implementing Storm water Regulations for New and Redevelopment Projects;" — NPDES Municipal Storm water Discharge Permit issued to the City of Cupertino by the California Regional Water Quality Control Board, San Francisco Bay Region; — California BMP Handbooks; — Bay Area Stormwater Management Agencies Association (BASMAA) "Start at the Source" Design Guidance Manual; — BASMAA "Using Site Design Standards to Meet Development Standards for Storm water Quality—A Companion Document to Start at the Source;" and — City of Cupertino Planning Procedures Performance Standard. • To maintain effectiveness, all storm water treatment facilities shall include long-term maintenance programs. • The applicant, the project arborist and landscape architect, shall work with the City and the SCVURPPP to select pest resistant plants to minimize pesticide use, as appropriate, and the plant selection will be reflected in the landscape plans. 45. CULTURAL RESOURCES DISCOVERIES DURING CONSTRUCTION MM CUL-1.1: In the event of the discovery of prehistoric or historic archaeological deposits or paleontological deposits, work shall be halted within 50 feet of the discovery and a qualified professional archaeologist (or paleontologist, as applicable) shall examine the find and make appropriate recommendations regarding the significance of the find and the appropriate mitigation. The recommendation shall be implemented and could include collection, recordation, and analysis of any significant cultural materials. MM CUL-1.2: In the event that human remains and/or cultural materials are found, all project-related construction shall cease within a 50-foot radius of the find in order to proceed with the testing and mitigation measures required. Pursuant to Section 7050.5 of the Health and Safety Code and Section 5097.94 of the Public Resources Code of the State of California: Resolution No. 14-154 Page 20 a. In the event of the discovery of human remains during construction, there shall be no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent remains. The Santa Clara County Coroner shall be notified and shall make a determination as to whether the remains are Native American. If the Coroner determines that the remains are not subject to his authority, he shall notify the Native American Heritage Commission who shall attempt to identify descendants of the deceased Native American. If no satisfactory agreement can be reached as to the disposition of the remains pursuant to this State law, then the land owner shall re-inter the human remains and items associated with Native American burials on the property in a location not subject to further subsurface disturbance. b. MM CUL-1.3: A final report summarizing the discovery of cultural materials shall be submitted to the Director of Community Development prior to issuance of building permits. This report shall contain a description of the mitigation program that was implemented and its results, including a description of the monitoring and testing program, a list of the resources found, a summary of the resources analysis methodology and conclusion, and a description of the disposition/curation of the resources. The report shall verify completion of the mitigation program to the satisfaction of the Director of Community Development. 46. 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. 47. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 48. 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, Resolution No. 14-154 Page 21 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. Building Division: 49. INFORMATION TO PROVIDE ON CONSTRUCTION PERMIT PLANS The applicant shall submit construction drawings to the City for review, including, but not limited to the following information on the construction permit plans: a. Note that fire sprinklers are by deferred submittal and approved by the Santa Clara County Fire Department. b. Note that building codes should include the California Residential Code (2013). c. Accessible uncovered guest parking shall be designated and compliant for a van space. d. Access to workspace areas and the common open space area shall be accessible. e. Sizing of drainage shall comply with the 2013 CPC. f. In workspace areas, provide 48-inch clear space in front of lavatory. g. Kitchenettes shall be accessible. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 1. STREET WIDENING Public street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. The proposed detached sidewalk on Foothill Blvd will require 3' of dedication along the project frontage. It is not acceptable to reduce the pavement width to achieve the 11' wide landscape and sidewalk area. No narrowing of Foothill Blvd will be permitted. 2. STREET IMPROVEMENTS Curbs and gutters, driveways, sidewalks, pavement and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. Project shall construct two new ADA ramps at the northwest and southwest corners of the Foothill Blvd/Silver Oak Way intersection and improve up to half of street along the project frontage on Silver Oak Way and Foothill Blvd. Project shall extend a new storm drain main west from Foothill Blvd along Silver Oak Way to serve the project. No connection to the back of the existing catch basin will be permitted. In addition, the project shall construct a storm drain on Silver Oak Way. Resolution No. 14-154 Page 22 3. 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. The City Engineer shall have the final authority to approve the proposed pedestrian improvement at Foothill Blvd & Silver Oak Way. If the proposed bulb-out is approved, additional improvements may be required such as storm inlet and lateral to address drainage. 4. STREET LIGHTING INSTALLATION Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures shall be positioned so as to preclude glare and other forms of visual interference to adjoining properties, and shall be no higher than the maximum height permitted by the zone in which the site is located. 5. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. 6. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Hydrology and pre- and post-development hydraulic calculations must be provided to indicate whether additional storm water control measures are to be constructed or renovated. The storm drain system may include, but is not limited to, subsurface storage of peak stormwater flows (as needed), bioretention basins, vegetated swales, and hydrodynamic separators to reduce the amount of runoff from the site and improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes, retention systems or other approved systems and improvements) as necessary to avoid an increase of the ten percent flood water surface elevation to the satisfaction of the City Engineer. Any storm water overflows or surface sheeting should be directed away from neighboring private properties and to the public right of way as much as reasonably possible. 7. UNDERGROUND UTILITIES Developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installation of underground utility devices. Developer shall submit detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. Resolution No. 14-154 Page 23 8. 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 ($2,707 or 5%) b. Grading Permit: $ Per current fee schedule ($2,542.00 or 6%) c. Development Maintenance Deposit: $ 1,000.00 d. Storm Drainage Fee: $TBD e. Power Cost: '�* f. Map Checking Fees: $Per current fee schedule ($8,213.00) g. Park Fees: $Per current fee schedule ($9,000 per unit) h. Street Tree $338 per tree to be installed by City '�'� Based on the latest effective PG&E rate schedule approved by the PUC 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. -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. 9. TRANSFORMERS 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. Resolution No. 14-154 Page 24 10. 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. 11. 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. 12. NPDES CONSTRUCTION GENERAL PERMIT When and where it is required by the State Water Resources Control Board (SWRCB), the developer must obtain a Notice of Intent (NOI) from the SWRCB, which encompasses preparation of a Storm Water Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance. 13. C.3 REQUIREMENTS C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.F. or more of impervious surface (collectively over the entire project site). The developer shall reserve a minimum of 4% of developable surface area for the placement of low impact development measures, for storm water treatment, on the tentative map, unless an alternative storm water treatment plan, that satisfies C.3 requirements, is approved by the City Engineer. The developer must include the use and maintenance of site design, source control and storm water treatment Best Management Practices (BMPs), which must be designed per approved numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Easement Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and maintenance of treatment BMPs are each required. All storm water management plans are required to obtain certification from a City approved third party reviewer. 14. 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. 14-154 Page 25 15. WORK SCHEDULE Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all grading/erosion control work in conjunction with this project. 16. 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. 17. TRAFFIC CONTROL PLAN The developer must submit a traffic control plan by a Registered Traffic Engineer 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. 18. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 19. 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 and storm inlets in the street adjacent to the project, to the satisfaction of the City Engineer. 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 the Municipal Regional Permit section C.10 for further information/requirements). 20. TRASH MANAGEMENT The proposed pilot trash management plan must be designed to the satisfaction of the Environmental Programs Manager. Additional off-street parking maybe reduced to accommodate the requirements. Clearance by the Public Works Department is needed prior to obtaining a building permit. The following is required: a. Since this group of homes may have five home businesses, at a minimum Homes 1-5 shall be able to provide an extra 64-gallon recycling bin for each "work area" (in addition to the bins for each home). b. There shall be spaces drawn on the plan showing the spaces for 23 toters (18 regular+5 additional for workspaces) to be stored once weekly on the street. Resolution No. 14-154 Page 26 c. Since this project would normally be required to have a trash enclosure, the HOA shall fund the City's time in monitoring the site and the street on collection day to see what impact the work spaces have on the neighborhood, the traffic, and the containment of the trash/recycling and organics using toters in a relatively dense configuration. Additional measures, including, but not limited to, construction of a trash enclosure, may be required if problems persist. 21. REFUSE TRUCK ACCESS Developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 22. STREET TREES Street trees shall be planted within the Public Right of Way to the satisfaction of the City Engineer and shall be of a type approved by the City in accordance with Ordinance No. 125. 23. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 24. 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). 25. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 26. SAN TOSE WATER COMPANY CLEARANCE Provide San Jose Water Company approval for water connection, service capability and location and layout of water lines and backflow preventers before issuance of a building permit approval. 27. DEDICATION OF WATERLINES Developer shall dedicate to the City all water mains and appurtenances installed to City Standards. The developer shall reach an agreement with San Jose Water Company for water service to the subject development. 28. DEDICATION OF UNDERGROUND WATER RIGHTS Resolution No. 14-154 Page 27 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. 29. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 30. UTILITY EASEMENTS Clearance approvals from the agencies with easements on the property (including PG&E, AT&T, and Water Company, and/or equivalent agencies) will be required prior to issuance of building permits. SECTION V: CONDITIONS ADMINISTERED BY THE SANTA CLARA COUNTY FIRE DEPARTMENT 1. FIRE SPRINKLERS REQUIRED IN RESIDENCES AND DETACHED WORKSPACES An automatic sprinkler system shall be installed in one-and two-family dwellings (including detached workspaces) as follows: In all new one-and two-family dwellings and in existing one- and two-family dwellings when additions are made that increase the building area to more than 3,600 square feet. Exception: A one-time addition to an existing building that does not total more than 1,000 square feet of building area. NOTE: The owner(s), occupant(s), and any contractor(s) or subcontractor(s) are responsible for consulting with the water purveyor of record in order to determine if any modification or upgrade of the existing water service is required. NOTE: Covered porches, patios, balconies, and attic spaces may require fire sprinkler coverage. A State of California licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. Sections 903.2 as adopted in Section 16-40-210 of the CMC. 2. WATER SUPPLY REQUIREMENTS Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection system, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2010 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. Resolution No. 14-154 Page 28 3. CONSTRUCTION SITE FIRE SAFETY All construction sites must comply with applicable provisions of the CFC Chapter 33 and County Fire Standard Detail and Specification SI-7. Provide appropriate notations on subsequent plan submittals, as appropriate to the project. CFC Chp. 33. 4. PREMISES IDENTIFICATION Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. CFC Sec. 505. 5. CONSTRUCTION PLAN NOTES To prevent plan review and inspection delays, the above noted Development Review Conditions shall be addressed as "notes" on all pending and future plan submittals and any referenced diagrams to be reproduced onto the future plan submittal. SECTION VI: CONDITIONS ADMINISTERED BY THE CUPERTINO SANITARY DISTRICT 1. SANITARY SEWER AVAILABILITY Sanitary sewer service is available for Homes 1-6. 2. FEES AND PERMITS Cupertino Sanitary District Fees and Permits shall be required for the subject improvements. 3. OWNERSHIP OF ONSITE SEWERS Onsite sewer main shall be dedicated to Cupertino Sanitary District, including lower laterals (from main sewer pipeline to property line clean-out) This new service main shall be 6" in size, with two new manholes (one at the end of new sewer main and one at the tie-in to existing 8" main) The applicant shall enter into an installers' agreement with the District which will cover design and construction of sewers, necessary right of way/easements, payment for all fees and costs, furnishing bonds and indemnity. District will maintain the mains and lower laterals (house lateral from main to the property line clean-out) This development will not be considered under an individual lateral connection. 4. BACKFLOW DEVICE An approved backflow device (IAPMO or UPC approved) is required since the lowest finished floor with plumbing is less than (1') foot above the rim of the nearest upstream manhole (O.C. 4105). The backflow device will be inspected to verify existence and serviceability by a District Inspector at the time of video inspection. District to provide Building Department with written notification upon completion of inspection (O.C. 5104). Resolution No. 14-154 Page 29 5. PROPERTY LINE CLEANOUT Install new property line cleanout. Property line cleanout must be within 5 feet of easement line. Cleanout shall be the same diameter as the street portion of the service lateral. Gravity lateral is 4" diameter minimum (O.C. 4101). 6. INFORMATION REQUIRED ON PLANS a. Show upstream sanitary sewer manhole with existing rim and invert elevation, main, and lateral on plans (O.C. 4104). b. If street dedication is required, street portion of existing sanitary sewer lateral is to be extended by permit from the District to the new property line (O.C. 4104). c. Sanitary sewer connection in accordance with approved improvement plans (O.C. 5205). d. Cupertino Sanitary District Sewer Notes and Signature Block shall be included on improvement plans for District approval. District notes shall be located on the same sheet as the City of Cupertino Approval signature block. District notes are available on the District's website under "Contractors" (O.C. 5100). 7. CONNECTION PERMIT A Cupertino Sanitary District Connection Permit is required for the proposed improvements (O.C. 8100) 8. LATERAL PERMIT A Cupertino Sanitary District Lateral Permit is required for the proposed improvements (O.C. 8300). Lateral Permit will only be issued to Licensed Underground Contractor registered to work in the Cupertino Sanitary District. Instructions for Contractor's registration can be found on the District's website under "Contractors." (O.C. 5100). 9. SEWER SERVICE CHARGES Sewer service charges $30.25/month, which is due and payable prior to clearance for City of Cupertino Final Inspection from time of acceptance to the next fiscal year annual sewer service charges. 10. RUNOFF TO SANITARY SEWER PROHIBITED Storm water from surface or roof drains, other general surface runoff water or condensate from any residential HVAC equipment shall not be discharged to the sanitary sewer. 11. CLOSED-CIRCUIT VIDEO Closed-circuit video of the new main and lower laterals is required prior to clearance for City of Cupertino Final Inspection. Owner to call District at least 48 hours prior to video inspection to schedule a District Inspector. District to provide Building Department with written notification upon completion of inspection (O.C. 5104). Resolution No. 14-154 Page 30 PASSED AND ADOPTED this 20th day of May, 2014, Regular Meeting of the City Council of the City of Cupertino, State of California, by the following roll call vote: AYES: Wong, Sinks, Chang, Mahoney NOES: Santoro ABSTAIN: None ABSENT: None ATTEST: APPROVED: /s/Grace Schmidt /s/Gilbert Wong Grace Schmidt Gilbert Wong, Mayor City Clerk City of Cupertino DP-2014-02 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6734 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO RECOMMENDING APPROVAL OF A DEVELOPMENT PERMIT TO ALLOW THE DEMOLITION OF AN ABANDONED AUTOMOBILE SERVICE STATION AND CONSTRUCT SIX RESIDENTIAL UNITS, INCLUDING FIVE LIVE-WORK UNITS WITH DETACHED WORKSPACES, ALONG WITH ASSOCIATED SITE AND OFF-SITE IMPROVEMENTS, LOCATED AT 10121 N. FOOTHILL BLVD SECTION I: PROjECT DESCRIPTION Application No.: DP-2014-02 Applicant: Tate Development Property Owner: Foothill Auto Service&Detail, Inc. Location: 10121 N. Foothill Boulevard (APN 342-32-070) SECTION II: FINDINGS FOR DEVELOPMENT PERMIT: WHEREAS, the Planning Commission of the City of Cupertino received an application for a Development Permit as described in Section I. of this Resolution; and WHEREAS, the Environmental Review Committee has recommended adoption of a Mitigated Negative Declaration; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held at least one public hearing in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the Planning Commission finds as follows with regard to this application: a) 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; Given that the project is consistent with the General Plan and Zoning Ordinance; has been designed to be compatible with and respectful of adjoining land uses; and that relevant mitigation measures will be incorporated as part of the CEQA review process to mitigate potential impacts to a less than significant level, the project 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. b) The proposed development will be located and conducted in a manner in accord with the Cupertino General Plan and the purpose of the City's zoning ordinances. Resolution No.6734 DP-2014-02 April 22,2014 5. SUPERCEDANCE OF U-1987-53 The conditions contained in this Development Permit shall supersede the previously approved Use Permit (U-1987-53) on the property, since this Development Permit involves the complete demolition of the use associated with Use Permit application no.U-1987-53. 6. DEVELOPMENT APPROVAL AND PROJECT AMENDMENTS Development Permit approval is granted to allow the demolition of 1,608 square feet of existing commercial space (abandoned automobile service station) and the construction of six residential units, including five live-work units with detached workspaces. The following square footages are approved for the residential units and workspaces: Homes 1-5: 2,668 s.f. (1,320 s.f. first floor, 1,348 second floor) Home 6: 2,690 s.f. (1,271 s.f. first floor, 1,419 s.f. second floor) Home 1-3 works�aces: 452 s.f. Home 4-5 works�aces: 411 s.f. The Planning Commission shall review amendments to the project considered major by the Director of Community Development. 7. TOTAL OVERALL HEIGHT OF HOME 6 The total overall height of Home 6 as identified on the plans shall be reduced by five (5) feet. Height reduction measures may be achieved by grading, wall, and roofline changes. 8. DEVELOPMENT ALLOCATION The applicant shall receive an allocation of six residential units from the Other Commercial Centers General Plan residential allocation area. 1,608 commercial square feet shall be backfilled into the Other Commercial Centers General Plan commercial allocation area. 9. WORKSPACE PERMITTED/PROHIBITED USES AND PERFORMANCE STANDARDS Permitted uses in the workspaces shall be consistent with the City's Home Occupation Ordinance, currently Chapter 19.120 of the Municipal Code and shall be subject to the following performance standards (including prohibited uses): a. Usage: i. The residential and the commercial space must be occupied by the same tenant, and no portion of the live/work unit may be rented or sold separately. ii. The commercial component as designated on the floor plan approved shall remain commercial and cannot be converted to residential use. iii. The residential component as designated on the floor plan approved shall remain residential and cannot be converted to commercial use. iv. The commercial component shall be restricted to the unit and shall not be conducted in the yard, garage, or any accessory structures. v. The commercial component shall not detract from, or otherwise be a nuisance to, the residential character or appearance of the dwelling units. vi. No explosive, toxic, combustible or flammable materials in excess of what would be allowed incidental to normal residential use shall be stored or used on the premises. vii. Client/customer visits are limited to one vehicle or client unit at a time. Resolution No.6734 DP-2014-02 Apri122,2014 i. Business Vehicle: Restrict number, size, and keeping of vehicles to reduce parking demand and maintain residential streetscape. i. No more than one vehicle primarily used for business purposes may be parked per site. ii. Size limited to passenger auto, pickup truck, or similar van. j. Guest Parking Area: i. Guest parking shall be reserved for workspace patrons and allowable incidental employees only during the hours of 7 AM to 6 PM, Monday through Friday. ii. Guest parking shall be open to all parties during the hours of 6 PM to 7AM, Monday through Friday and 24 hours a day on weekends and holidays. iii. Signage restricting the usage of the spaces shall be reviewed by the City and installed �rior to final occu�anc�. k. Storage: Ensure that stored materials do not take up required parking space or accumulate in yards. i. Storage outside of an enclosed structure is prohibited. ii. Garage storage of materials is not allowed. 1. Signs: i. Signage shall be developed in accordance with a master sign program for the overall development. ii. Signage intended to promote workspace businesses shall be restricted to two square foot signs permanently affixed to the door or wall of the workspace. iii. All advertising for workspace businesses shall clearly state "by appointment only." iv. Signs shall not be placed on the roof or within the required setback areas. m. Excluded Occupations: The occupations listed below, shall not be considered incidental and secondary to the primary residence and are therefore prohibited: i. Automobile repair shops, including paint and body work; ii. Barbershops and beauty parlors, except for hair stylists by appointment only; iii. Boarding and/or rooming homes for more than two guests; iv. Clinics and hospitals, also veterinary (animal) clinics and hospitals; v. Kennels and other boarding for pets, in excess of the number of animals allowed in the base zoning district where specified; vi. Medical offices for physicians, dentists, osteopaths, and other practitioners; vii. Massage, acupuncture, and other alternative medical practices. viii. Private schools with organized classes; ix. Upholstery, small engine repair, welding shops; x. Food uses (including, but not limited to cottage foods, restaurants, other uses involving food preparation) xi. Client/customer visits in excess of one vehicle or client unit at a time. xii. Other uses which are found by the Community Development Director to be of similar intensity and characteristics of use to those enumerated in this section, and are thus inconsistent with the stated purposes of the Home Occupation Ordinance. All workspace businesses shall obtain a City of Cupertino business license. Resolution No.6734 DP-2014-02 Apri122,2014 13. COMPLIANCE WITH MITIGATION MONITORING AND REPORTING PROGRAM(MMRP) The project shall be required to adhere to the mitigation measures identified in the Mitigated Negative Declaration (EA-2014-01) and Mitigation Monitoring and Reporting Program (MMRP) for the project. 14. HOUSING MITIGATION FEES T'he applicant shall participate in the City's Below Market Rate (BMR) Housing Program by paying the housing mitigation fees as per the Housing Mitigation Manual. The estimated mitigation fee for this project is $53,531.52 based on the 2013-2014 fiscal year rate of$2.94 per square foot of residential area. 15. SCHOOL IMPACT FEES The applicant shall pay the applicable school impact fees assessed by the school districts ri� or to issuance of buildin��ermits. 16. BICYCLE PARKING The applicant shall provide Class II bicycle parking based on a minimum of five percent of the required auto parking in accordance with the City's Parking Regulations under Chapter 19.124 of the Cupertino Municipal Code. 17. WORKSPACE STOREFRONTS The workspace storefront entrances shall remain oriented towards Foothill Boulevard. The entrance doors and storefront are to be kept open and free of any obstructions. No more than 25% of each storefront window bay may be obstructed. Boarding, closure, shelves, permanent walls, opaque painting/material of windows, and other storefront obstructions are not permitted. 18. MASTER SIGN PROGRAM Signage is not approved with this application. A separate master sign program application for the entire development if signage for the workspaces is requested. 19. TRASH AND DELIVERY ACTIVITIES A detailed refuse and truck delivery plan shall be prepared by the applicant. The plan shall include, but not be limited to the following: a. Location and design of trash facilities (i.e. trash enclosures and receptacles). Trash enclosures shall provide ample space to include trash, recycling, food waste, and waste receptacles along with a tallow bin. b. Quantity of trash receptacles. c. Primary and alternative truck routes. d. Signage for parking stalls displaced during pick-up and delivery hours. e. Trash pick-up schedule. All trash facilities must be screened and enclosed to the satisfaction of the Public Works Department The final plan shall be submitted to the City and the City's refuse service for review and approval prior to issuance of building permits. Resolution No.6734 DP-2014-02 Apri122,2014 (Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and approved to the satisfaction of the Director of Community Development�rior to issuance of building permits. 26. LANDSCAPE INSTALLATION REPORT A landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed and �rior to final occu�anc�. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not limited to: inspection to confirm that the landscaping and irrigation system are installed as specified in the landscape and irrigation design plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that causes overland flow, and preparation of an irrigation schedule. The landscape installation report shall include the following statement: "The landscape and irrigation system have been installed as specified in the landscape and irrigation design plan and complies with the criteria of the ordinance and the permit." 27. LANDSCAPE AND IRRIGATION MAINTENANCE A maintenance schedule shall be established and submitted to the Director of Community Development or his/her designee, either with the landscape application package, with the landscape installation report prior to issuance of final occu�anc�� or any time before the landscape installation report is submitted prior to issuance of building�ermits. a) Schedules should take into account water requirements for the plant establishment period and water requirements for established landscapes. b) Maintenance shall include, but not be limited to the following: routine inspection; pressure testing, adjustment and repair of the irrigation system; aerating and de-thatching turf areas; replenishing mulch; fertilizing; pruning; replanting of failed plants; weeding; pest control; and removing obstructions to emission devices. c) Failed plants shall be replaced with the same or functionally equivalent plants that may be size- adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall either be replaced or be revived through appropriate adjustments in water, nutrients, pest control or other factors as recommended by a landscaping professional. 28. SOIL ANALYSIS REPORT A soils analysis report shall document the various characteristics of the soil (e.g. texture, infiltration rate, pH, soluble salt content, percent organic matter, etc) and provide recommendations for amendments as appropriate to optimize the productivity and water efficiency of the soil. T'he 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. 29. SOIL SAMPLING AND ANALYSIS MM HAZ-1.1: The project shall conduct soil sampling and analysis of the extent of petroleum hydrocarbons (TPH) and volatile organic compounds (VOC) contamination in soil, soil vapor, and/or groundwater in accordance with the Work Plan approved by the Santa Clara County Resolution No.6734 DP-2014-02 Apri122,2014 analyzed using EPA SW 846 methodology (e.g., 8081 or 8082). If no discoloration is evident, one soil sample shall be collected at each hoist. • Three soil samples shall be collected from the site at a maximum depth of 0.5 feet below the native soil surface and analyzed for organochlorine pesticides and arsenic. Additional samples may be required based on the results of this analysis. • The soil sampling results shall be compared to appropriate risk-based screening levels and submitted to SCCDEH and the Director of Community Development prior to construction grading on the site. If additional investigation is required to sufficiently delineate the contaminants of concern, additional sampling or mitigation measures shall be proposed and reviewed and approved by the SCCDEH�rior to construction r� ading. 32. REMOVAL AND DISPOSAL OF CONTAMINATED SOILS MM HAZ-1.4: Soil containing pesticides, PCB, and/or petroleum hydrocarbons shall be removed by properly trained and licensed personnel and contractors, �rior to construction workers enterin� the site to begin earthwork. Contaminated soil shall be handled by trained personnel using appropriate protective equipment and engineering controls, in accordance with local, state, and federal laws. Contaminated soil shall be transported separate from other soil excavated at the site, and disposed at an appropriate offsite facility in accordance with its characteristics or, if mitigated by an alternative method, with approval from SCCDEH, or other appropriate regulatory agency. 33. CLOSURE REPORT MM HAZ-1.5: U�on com�letion of remediation activities and confirmation that the resultin� conditions are adec�uatel� protective of residential develo�ment, a Closure Report shall be prepared and submitted to the City and SCCDEH for review and approval. The report shall summarize: • Past investigations, analytical reports, and current site conditions; • Implemented mitigation measures and soil management activities; • Off-site transport and disposal of excavated soil, and • Excavation backfill materials and procedures. Once the mitigation measures described have achieved thresholds established for residential use, the report shall include a request regulatory closure for the property. Final approval that the site is suitable for residential land uses shall be issued by SCCDEH and copied to the City of Cupertino �rior to issuance of r�adin�or demolition�ermits for�roject construction. 34. HEALTH AND SAFETY PLAN (HASP) MM HAZ-1.6: A site-specific Health and Safety Plan (HASP) shall be prepared prior to issuance of r� adin�permits for �ro�ect construction to address potential health and safety hazards associated with implementation of the Work Plan and proposed redevelopment activities (e.g., site preparation, demolition, grading and construction). The HASP shall govern activities of all personnel present during field activities. A job hazard analysis (JHA) shall be prepared for each task prior to performing said task. The JHAs shall include, at a minimum, identification of likely hazards associated with the task, requirements and procedures for employee protection, and required mitigation measures. Any contractor performing a task not covered in the HASP shall be required to develop a JHA specific to that task prior to performing the task. Resolution No.6734 DP-2014-02 Apri122,2014 • MM NOI-2.3: Locate stationary noise generating equipment such as air compressors or portable power generators as far as possible from sensitive receptors. • MM NOI-2.4: Construct temporary noise barriers to screen stationary noise generating equipment when located near adjoining sensitive land uses. • MM NOI-2.5: Utilize "quiet" air compressors and other stationary noise sources where technology exists. • MM NOI-2.6: Control noise from construction workers' radios to a point that they are not audible at existing residences bordering the project site. • MM NOI-2.8: Designate a "noise disturbance coordinator" who would be responsible for responding to any local complaints about construction noise. The disiurbance coordinator would determine the cause of the noise complaints (e.g., starting too early,bad muffler, etc.) and would require that reasonable measures warranted to correct the problem be implemented. Conspicuously post a telephone number for the disturbance coordinator at the construction site and include it in the notice sent to neighbors regarding the construction schedule. 38. PRE-CONSTRUCTION MEETING AND CONSTRUCTION MANAGEMENT PLAN Prior to commencement of construction activities, the applicant shall arrange for a pre-construction meeting with the pertinent departments (including, but not limited to, Building, Planning, Public Works, Santa Clara County Fire Department) to review an applicant-prepared construction management plan including,but not limited to: a. Plan for compliance with conditions of approval b. Plan for public access during work in the public right-of-way c. Construction staging area d. Construction schedule and hours e. Construction phasing plan, if any f. Contractor parking area g. Tree preservation/protection plan h. Site dust,noise and storm run-off management plan i. Emergency/complaint and construction site manager contacts 39. CONSTRUCTION HOURS 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. The developer shall be responsible for educating all contractors and subcontractors of said construction restrictions. Rules and regulation pertaining to all construction activities and limitations identified in this permit, along with the name and telephone number of a developer appointed disturbance coordinator, shall be posted in a prominent location at the entrance to the job site. 40. DEMOLITION REQUIREMENTS All demolished building and site materials shall be recycled to the maximum extent feasible subject to the Building Official. The applicant shall provide evidence that materials were recycled prior to issuance of final demolition permits. Resolution No.6734 DP-2014-02 Apri122,2014 i. Clear signage shall be provided for construction workers at all access points. j. All construction equipment shall be maintained and properly tuned in accordance with manufacturer's specifications. All equipment shall be checked by a certified visible emissions evaluator. k. Construction equipment shall not be staged within 200 feet of existing residences. 1. The applicant shall incorporate the City's construction best management practices into the building permit plan set. 43. MITIGATION OF CONSTRUCTION-RELATED WATER QUALITY IMPACTS In conformance with the City of Cupertino's Municipal Code Chapter 9.18, the project shall implement the following standard measure to reduce construction-related water quality impacts to a less than significant level: • The project shall implement construction BMPs to avoid impacts to surface water quality during construction, to the satisfaction of the Director of Public Works. Construction BMPs would include,but would not be limited to, the following measures: — Preclude non-stormwater discharges to the stormwater system. — Incorporate effective, site-specific Best Management Practices for erosion and sediment control during the construction period. — Cover soil, equipment, and supplies that could contribute to non-visible pollution prior to rainfall events or monitor runoff. — Perform monitoring of discharges to the stormwater system. 44. MITIGATION OF POST-CONSTRUCTION WATER QUALITY IMPACTS In conformance with the City of Cupertino's Municipal Code Chapter 9.18, the project shall implement the following standard measures to reduce post-construction water quality impacts to a less than significant level: • The project shall comply with Provision C.3 of NPDES Permit Number CAS612008, which provides enhanced performance standards for the management of storm water for new development. Prior to issuance of building and grading permits, each phase of development shall include provision for post-construction structural controls in the project design in compliance with the NPDES C.3 permit provisions, and shall include BMPs for reducing contamination in storm water runoff as permanent features of the project. The project includes the incorporation of vegetated swales, rain gardens, and flow-through planters to treat and reduce the amount of runoff from the site. The specific BMPs to be used in each phase of development shall be determined based on design and site-specific considerations and will be determined prior to issuance of building and grading permits. • To protect groundwater from pollutant loading of urban runoff, BMPs which are primarily infiltration devices (such as infiltration trenches and infiltration basins) must meet, at a minimum, the following conditions: — Pollution prevention and source control BMPs shall be implemented to protect groundwater; Resolution No.6734 DP-2014-02 Apri122,2014 MM CUL-1.2: In the event that human remains and/or cultural materials are found, all project- related construction shall cease within a 50-foot radius of the find in order to proceed with the testing and mitigation measures required. Pursuant to Section 7050.5 of the Health and Safety Code and Section 5097.94 of the Public Resources Code of the State of California: a. In the event of the discovery of human remains during construction, there shall be no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent remains. The Santa Clara County Coroner shall be notified and shall make a determination as to whether the remains are Native American. If the Coroner determines that the remains are not subject to his authority, he shall notify the Native American Heritage Commission who shall attempt to identify descendants of the deceased Native American. If no satisfactory agreement can be reached as to the disposition of the remains pursuant to this State law, then the land owner shall re-inter the human remains and items associated with Native American burials on the property in a location not subject to further subsurface disturbance. b. MM CUL-1.3: A final report summarizing the discovery of cultural materials shall be submitted to the Director of Community Development prior to issuance of building permits. This report shall contain a description of the mitigation program that was implemented and its results, including a description of the monitoring and testing program, a list of the resources found, a summary of the resources analysis methodology and conclusion, and a description of the disposition/curation of the resources. The report shall verify completion of the mitigation program to the satisfaction of the Director of Community Development. 46. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departxnents 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. 47. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 48. NOTICE OF FEES DEDICATIONS. RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020,you will be legally barred from later challenging such exactions. Resolution No.6734 DP-2014-02 Apri122,2014 properties, and shall be no higher than the maximum height permitted by the zone in which the site is located. 5. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. 6. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Hydrology and pre- and post- development hydraulic calculations must be provided to indicate whether additional storm water control measures are to be constructed or renovated. The storm drain system may include, but is not limited to, subsurface storage of peak stormwater flows (as needed), bioretention basins, vegetated swales, and hydrodynamic separators to reduce the amount of runoff from the site and improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes, retention systems or other approved systems and improvements) as necessary to avoid an increase of the ten percent flood water surface elevation to the satisfaction of the City Engineer. Any storm water overflows or surface sheeting should be directed away from neighboring private properties and to the public right of way as much as reasonably possible. 7. UNDERGROUND UTILITIES Developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installation of underground utility devices. Developer shall submit detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. 8. 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 ($2,707 or 5%) b. Grading Permit: $Per current fee schedule ($2,542.00 or 6%) c. Development Maintenance Deposit: $ 1,000.00 d. Storm Drainage Fee: $TBD e. Power Cost: ** f. Map Checking Fees: $Per current fee schedule ($8,213.00) g. Park Fees: $Per current fee schedule ($9,000 per unit) h. Street Tree $338 per tree to be installed by City ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: Faithful Performance Bond: 100% of Off-site and On-site Improvements Resolution No.6734 DP-2014-02 Apri122,2014 All storm water management plans are required to obtain certification from a City approved third party reviewer. 14. 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. 15. WORK SCHEDULE Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all grading/erosion control work in conjunction with this project. 16. 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. 17. TRAFFIC CONTROL PLAN The developer must submit a traffic control plan by a Registered Traffic Engineer 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. 18. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 19. 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 and storm inlets in the street adjacent to the project, to the satisfaction of the City Engineer. 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 the Municipal Regional Permit section C.10 for further information/requirements). 20. TRASH MANAGEMENT The proposed pilot trash management plan must be designed to the satisfaction of the Environmental Programs Manager. Additional off-street parking maybe reduced to accommodate the requirements. Clearance by the Public Works Department is needed prior to obtaining a building permit. The following is required: a. Since this group of homes may have five home businesses, at a minimum Homes 1-5 shall be able to provide an extra 64-gallon recycling bin for each "work area° (in addition to the bins for each home). Resolution No.6734 DP-2014-02 Apri122,2014 30. UTILITY EASEMENTS Clearance approvals from the agencies with easements on the property (including PG&E, AT&T, and Water Company, and/or equivalent agencies) will be required prior to issuance of building permits. SECTION V: CONDITIONS ADMINISTERED BY THE SANTA CLARA COUNTY FIRE DEPARTMENT 1. FIRE SPRINKLERS REQUIRED IN RESIDENCES AND DETACHED WORKSPACES An automatic sprinkler system shall be installed in one-and two-family dwellings (including detached workspaces) as follows: In all new one-and two-family dwellings and in existing one- and two-family dwellings when additions are made that increase the building area to more than 3,600 square feet. Exception: A one-time addition to an existing building that does not total more than 1,000 square feet of building area. NOTE: T'he owner(s), occupant(s), and any contractor(s) or subcontractor(s) are responsible for consulting with the water purveyor of record in order to determine if any modification or upgrade of the existing water service is required. NOTE: Covered porches, patios, balconies, and attic spaces may require fire sprinkler coverage. A State of California licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. Sections 903.2 as adopted in Section 16-40-210 of the CMC. 2. WATER SUPPLY REQUIREMENTS Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection system, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2010 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. 3. CONSTRUCTION SITE FIRE SAFETY All construction sites must comply with applicable provisions of the CFC Chapter 33 and County Fire Standard Detail and Specification SI-7. Provide appropriate notations on subsequent plan submittals, as appropriate to the project. CFC Chp. 33. 4. PREMISES IDENTIFICATION Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. CFC Sec. 505. 5. CONSTRUCTION PLAN NOTES To prevent plan review and inspection delays, the above noted Development Review Conditions shall be addressed as "notes" on all pending and future plan submittals and any referenced diagrams to be reproduced onto the future plan submittal. Resolution No.6734 DP-2014-02 Apri122,2014 7. CONNECTION PERMIT A Cupertino Sanitary District Connection Permit is required for the proposed improvements (O.C. 8100) 8. LATERAL PERMIT A Cupertino Sanitary District Lateral Permit is required for the proposed improvements (O.C. 8300). Lateral Permit will only be issued to Licensed Underground Contractor registered to work in the Cupertino Sanitary District. Instructions for Contractor's registration can be found on the District's website under "Contractors." (O.C. 5100). 9. SEWER SERVICE CHARGES Sewer service charges $27.50/month, which is due and payable prior to clearance for City of Cupertino Final Inspection. 10. RUNOFF TO SANITARY SEWER PROHIBITED Storm water from surface or roof drains, other general surface runoff water or condensate from any residential HVAC equipment shall not be discharged to the sanitary sewer. 11. CLOSED-CIRCUIT VIDEO Closed-circuit video of the new property line cleanout,point of connection and District lateral is required prior to clearance for City of Cupertino Final Inspection. Owner to call District at least 48 hours prior to video inspection to schedule a District Inspector. District to provide Building Department with written notification upon completion of inspection (O.C. 5104). PASSED AND ADOPTED this 22nd day of April, 2014, Regular Meeting of the Planning Commission of the City of Cupertino, State of California,by the following roll call vote: AYES: COMMISSIONERS: Chair Brophy, Gong, Sun, Takahashi NOES: COMMISSIONERS: Vice Chair Lee ABSTAIN: COMMISSIONERS:none ABSENT: COMMISSIONERS:none ATTEST: APPROVED: /s/Gar�Chao /s/Paul Bro�h� Gary Chao Paul Brophy, Chair Assist. Director of Community Development Planning Commission G:\Planning\PDREPORT\RES\2014\DP-2014-02 res.doc �.� O_ ' �� .� =�. �� ,.- :g�� :� ,;�'`� � �`q:�' �.;; �� x�� . �� } P�r:i�q�✓C �F°d, fAC��,,�� .. � . �,� ��<i. �, ��,�,,, �,�.�,p, .�.,.� ��.,��. � .�-...__ �: �°� �.� / _�:_.._..�----� .,=�� „�.,��x � : � ,�, .�.;;-s.`�' �� g�'.� �V., �. � � ; iy ,r�'��i: _ � "r;�� WM� E �'%. ..�'r`'` ° , �.� �. ��`Q� � : $� � f $;.+ (,�*.. �'�,.� ,��{.' _ ��. 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A� :i' ad' „, �iue �esign Develop a�,�id 2633 Lincoln Bfvd.#610 Santa Monica,CA 90405 P: 310,526.7826 F: 310.526.7681 E: info@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothiil Blvd. Cuperfino,CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporation KEY PLAN Q �W 6 �•=-�J 2w L-r—,J 3w 4 aW Q sW nB ideos,designs,anongements ond plans indicated a reqesented by ihis drawing o�e owned by and�he properiy o� Modotive,Inc.ond are wlety ta�se on the specitied projeci and sho0 nof be used on oiher projecis, or for oddi�ions to�hii project,or fw the completion o�this project by ofhers wilhoul Ihe pnor wnften consenl ot and appropriafe compensofion fo Modafive,Inc. No port thereot shaN be reproduced,copied,adapted,published, sold,distnbu�ed to ofhers or oiherwise vsed wifhouf�he pior written consenf of ond appropriote compensation to Modafive, Inc Copyrighf 0 �4 05.19.14 REVISED SUBMIT#4 �3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITTAL 01.24.14 FORMAL SUBMITfAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUOY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITTAL SCALE DATE AS SHOWN 5 21 14 / / COVER SHEET �� m � � f �. !.NC?RTH 3A 2.29.1 O 31 SD � F.E. O H.B. + -� -i � � ALUM AB BLK�G) BD BLDG CAB CB CER CHNL CLR CL CO CONC CONST CONT CONTR d dB DD DBL DET DIA DISP DN DS DwG EA El ELECT EQ EXT FA FAU Angle A} Aluminum Anchor Bolt Block�ing� Boord Building Cabinet Cotch Basin Ceramic Channel Clear Center Line Concrete Opening Concrete Construction Confinuous Contractor Penny Nail Decibel Deck Drain Double Detail Diometer Disposal Down Downspout Drawing Each Elevation Elecirical Equal 6cterior Fire Alarm Forced Air Unii SECTION MARKER ELEVATION MARKER INTERIOR ELEVATION MARKER DETAIL MARKER NORTH ARROW WALL TYPE KEYNOTE WINDOW MARKER DOOR MARKER SMOKE DETECTOR MECHANICAL VENTILATION FIRE EXTINGUISHER HOSE BIB WATER STUB OUT GAS STUB OUT FLOOR LEVEL CHANGE fD fHC FLR�FL) FOB FOS FOC FPM FT FT2 FT3 FRRG Gn GALV GI GL GYP GYP BD HB HC HDW HDWR HORIZ HR HW(H) ID IN(.,) INSUL IM IRR KIT LAV LB.�#) MAX MECH MED CAB Floor Drain Fire Hose Cobinet Floor Face of Biock Foce of Siud Face of Concrete FeeT Per Minute Foot,Feet Square Foot(Feet� Cubic Feet Furting Gouge Galvanized Galvanized Iron Glass Gypsum Gypsum Board Hose Bib Hollow Core Hard Wood Hordware Horizontal Handrail Hot Water(Heoter) Inside Diameter Inch Insulation Interior Irrigafion Kitchen Lovafory Pound Maximum MCChdniCdl Medicine Cobinet OWNER: Foothill Auto Service&Detail,Inc.,a Colifornia Corporotion Mike Amidi 10121 N.Foothill Blvd Cupertino,CA 95014 OWNER REPRESENTATIVE: Tate Diversified Development,Inc. Ron Tate 22 South Santa Cruz Ave. Second Floor Los Gatos,CA.95030 P:408.399.4950 ext 1 F:408.399.4960 E:RonCTatedevelopment.com ARCHITECT: Modc7live,InC. 2633 Lincoln Blvd.#610 Sonta Monica,CA 90405 P:310.526.7826 E:infoQmodative.com w:www.modative.com SUBDIVISION ENGINEER/SURVEYOR: Bowman 8.Willioms Jean-Paui Happee 101 1 Cedar Sfreet Santa Cruz,CA 95060 P:831.426.3560 F:831.426.9182 E:kooterC'bowmanandwilliams.com LANDSCAPE DESIGNER: Rainville Design Associaies Miriam Rainville P:310.378.2650 F:310.379.4423 E:rainvilledesignQyahoo.com CIVIL ENGINEER: SMP ENGINEERS Saeid Razavi,PE 1534 Carob Ln Los Altos,CA 94024 P:650.941.8055 F:650.941.8755 E:srazavi@smpengineers.com LIGHTING DESIGNER: Iliuminosa 931 Pardee STreet Berkeley,CA 94710 P:510.525.3670 F:510.525.3672 E:infoCa:illuminosa.com MEf Metal MIN Minumum MISC Miscelloneous MFR(MNFR� Manufaciurer NIC Not In Contact NO.(#� Number NTS Not To Scale OC On Cenfer OD Outside Diameter OTO Out to Ouf OV Rl Overall PCF Pounds Per Cubic Feet PL Plate.Property Line PLYWD Plywood PSF PoundsPerSq.Foot PDR RM Powder Room R(RAD) Rodius RD Root Drain REC(RECT) Rectangle/Rectiline REF Refrigeraiw RM Room SC Solid Core SEC(SECT� Section SHTG Sheating SHRG Shoring SIM Similar S&P Shelf&Pole SQ Squore SS Service Sink S.STL Stainless Steel STD Standord STOR(ST) Staage STL Steel Sw Switch SYS(SYST) Sysfem TB T&G THK TPH � TYP U.O.N. V VERT W/ WC WH WP WT Towel Bar Tongue 8 Groove Thick Towel Paper Holde� Top of Wall Typical Unless Othenvise Noted Vent VerTical With Water Closet Water Heater Waterproof Weight ADDRESS: 10121 N Foothill Blvd. U Tj�C lEI V ED Cupertino.CA 95014 j`L J APN�k: 342-32-070 M AY 2 X Z 014 EXISTING ZONE: P�CGJ . PROPOSED ZONE: B . P(CG/RES) NET AREA: 27,120 sq.ft./0.622 acres GROSS AREA: 44,611 sq.ft./1.02 acres "Gross lot area means ihe horizontal area included within the property lines of o site plus the street oreo bounded by the street centerline up to thirty feet disfant from the property line,the street right-of-way line and the extended side yard fo the street centerline." F.A.R.: Building Area/Net Site Area=F.A.R. 18,208 SQ.FT./27,120 SQ.FT.=0.671 BUILDING CODES: 2013 Califomia Building Code.2013 Colifornia Green Building Standards Code,2013 CMC, 2013 CEC,2013 CPC OCCUPANCY GROUP/CONSTRUCTION TYPE: R3/U Type VB-Non-Rated FIRE SPRINKLERS: Fully Sprinklered-NFPAI3D SprinklerSystem per R313.3(R313,1221A17�d)�The Sprinkler Sysiem shall be approved by Plumbing Div.prior to installoTion. EXISTING STRUCTURES: To be demolished. SCOPE OF WORK: 6 Single Family Dwellings&5 Workspaces BUIIDING AREA: Homes 1-5 First Floor Total Area: 1,755 SQ.FT. Living Area:872 SQ.FT. Garage:448 SQ.FT. Workspoce:452 SQ.FT.Q Homes 1-3!41 1 SQ.FT.s Homes 4-5 Second Floor Total Area:1,348 SQ.FT. Total Living Area:2,220 SQ.FT.(not including Garage or Workspace) Total Gross Unit Area:3,120 SQ.FT.@ Homes 1-3/3,079 SQ.FL a Homes 4-5 Home 6 First Floor Total Area: 1,271 SQ.FT. Living Areo:813 SQ.FT. Gorage:458 SQ.FT. Second Floor Total Area:1,419 SQ.FT. Total Living Area:2,232 SQ.FT.(not including Garage) Total Gross Unit Area:2,690 SQ.FT. Totol Gross Project Area:18,208 SQ.Fi. OPEN SPACE: Home 1 Private Open Space:1,231 SQ.FT.�Deck Space:111 SQ.FT.�Totol:1,342 SQ.FT. Home 2 Private Open Space:926 SQ.FT.�Deck Space:83 SQ Ff.�Toial:1,009 SQ.Ff. Home 3 Private Open Space:933 SQ.Ff.�Deck Space:83 SQ FT.�Total:1,O16 SQ.Ff. Home 4 Private Open Space:685 SQ.FT.�Deck Space:83 SQ FT.�Total:768 SQ.FT. Home 5 Private Open Space:790 SQ.FT.�Deck Space:83 SQ FT.�Total:873 SQ.FT. Home 6 Private Open Space:1,344 SQ.FT.�Deck Space:83 SQ Ff.�iotal:1,427 SQ.FT. Shared Public Open Space:1.209 SQ.FT Total Project Open Space:7,644 SQ.FT. BUILDING HEIGHT: Proposed Building Height:26'-0"from existing grade Maximum Building Height:30'-0" REQUIRED PARKING: 2.8 Parking Spaces per Single Family Dwelling PROPOSED PARKING: S Singie Family Dwellings with Workspace: 2 Covered Parking Spaces/Dwelling=10 Total 1.8 Uncovered Guest Parking Spaces/Dwellings with Workspace=9 Total 1 Single Family Dwelling without Workspace: 2 Covered Parking Spaces/Dwelling=2 Totol 1 Unco�ered Guesf Porking Space/Dwelling without Workspoce=1 Total 1 Uncovered Guest ADA Accessible Parking Space to serve all Units 23 TOTAL PARKING SPACES ON SITE PARKING BASED ON FEHR AND PEERS'S iRAFFIC AND PARKING STUDY. DENSITY CALCULATION: "Allowable densitv bv ihe General Plan Isee paqe 2-281:Dependent on ihe neighborhood contexT,with a maximum density of 1 S DU/gross acre.Max allowable for the site is 14.71 units,based on 15 DU/gross acre:' SEE ZONING PLAT MAP FOR GROSS ACRE PROPOSED DENSITY: 6 Uni1s,1.02 gross acres(0.622 net acres)=5.88 DU/Gross Acres ARCHITECTURAL IANDSCAPE �'V� AO COVER SHEET A1 TITLE SHEET L-0 CONCEPT PLANT IMAGES A2 SURVEY t-0.1 PLANT IMAGES A3 ENVIRONMENTAL NOTES AND ARBORIST RESPONSE L-0.2 CONCEPT IMAGES Design A4 ARBORIST LETTER OF REVIEW 3 TREE AND TRENCN ASSESMENT �-� CONCEPTUAL HARDSCAPE PLAN Develop A4.1 TREE AND TRENCH ASSESMENT CONTINUED L-2 CONCEPTUAL PlANi1NG PLAN AS SITE PLAN L-2.1 SECiION Build Ab ALTERNATE SITE PLAN L-2.2 SECTION A7 DEMOLITION PLAN A8 FLOOR AREA DIAGRAMS A9 MATERIAI STUDY A9.1 MATERIAL STUDY A10 HOME 1 FIRST 3 SECOND LEVEI FLOOR PLANS Al l HOME 1 ROOF LEVEL PLAN ,,.�; Al2 HOMES 2•5 FIRST 3 SECOND LEVEL FLOOR PL�A�,�„�- ��° Y d A13 HOMES 2-5 ROOF LEVEL PLANS ' 2�2Q�♦r�TM� O�T�� A14 HOME 6 FIRST 3 SECOND LEVEL fLOOR PL S A75 HOME 6 ROOF IEVEI PLAN D��Z O��'��2b AS � A16 EXTERIOR ELEVAT�ONS ��'";��a��T��2�1��O,,zj A17 EXTERIOR ELEVATIONS � � , A18 BUILDINGSECTIONS y R'>j.'"'1'd"rL S�8`�'°r � A19 LINE OF SIGHT STUDY A20 SOLAR STUDY DIAGRAM��3 � ��^ Q 1� � . - « .t��,. • ,�eA��c:;r'?�� ARCHITECTURE UGHTING ��6��y��'�sr�4��:� :..^.'�i ALI.I PHOTOMETRIC CAICULATION SITE PLAN C��O ,�'f �� A11.2 SITE LIGHTING PLAN � t-�i„�'`s t.y *� J v AL1.3 LIGHTING CUTSHEET ' ��:�' �°•�°''"'C��'`-�'m°'a'='.r°`":""""""'"''�"M'' ...- AL1.4 LIGHiING CUTSHEET AND CONSULTANT LETfER� ��`-�' PRO�ECT CIVIL C-1 COVER SHEET/NOTES/TABLES • C-2 SiORMWATER MANAGEMENT PLAN SC��,�� OOTHILL C-3 GRADING AND DRAINA6E PLAN �.a�f`3��;.,;,;��`. 10121 N F C-4 STORMWATER DETAILS Cuperfinc C-5 CROSS SECTIONS Owner:F� TM TENTATIVE MAP Detaii,lnc ..,. �, ,r,_��: :m.��_-_,, ,.x::..� �y . f�. �� - KEY PLAN Parcel name: GROSS • Nor[h: 4813.6769 st : 4778.2468 Line Course: S 89-40-00 E Lengt . 02.65 North: 4812.4980 : 4980.8934 • Line Course: N 04-53-00 W Length: 188.39 North: 5000.2041 East : 49 . 563 Line Course: N 89-40-00 W Length: 202.65 North: 5001.3831 East : 4762 7 Line Course: S O4-53-00 E Length: 188.39 North: 4813.6769 Ea : 4778.2468 • • Perimeter: 782.08 Area: 3 9 sq.ft. O.B7 acres• Mapcheck Closure - (U isted courses, radii, and deltas)• Error Closure: 0. Course: S 90-00-a0 E• Error Nort � .00000 East : 0.00000 • Precisio : 782,080,000.00 • f z � .,.,.«a.�, s..«�.::�..ew T_ �� I � � � *w,T,, .u,-� 0 o' ,e � . ��..�� _ �, � ..., * 'nza,�o 3 � c,a.:.. .KE�, � . ) � .,.,.s, a o Y s .,.�-.. $ y,.an °y �r' 0 � ........,.w c.�o..c�,ca 3. � F ; 0 �.�c,��'.n � �'^.,a., ;�. 4 �=«.:�y.<,r � � s , A p�aM N.rN+4 e � " E ro g - SITE LOCATION -10121 N Foothill Blvd. Cupertino,CA \�H�� ,�, ,3 2633 Lin<oln BNd.#610 Santa Monka,CA 90405 P: 310.526.7826 F: 310.526.7681 E; info@modative.com W:www.modative.com 12-014 VD PUD �thill Blvd. �A 95014 �hill Auto Service& a California �--r-zJ 1 w 6 L-�--�J 2w L-�-LI 3w 4 4w Q SW All ideos,designs,anangemenfs ond plons indicated or repesenfed by this drawing pre owned by ond ihe property ol Modafive,Inc.ond are sdely tor use on ihe speci/ied projecf and shall nof be used on other projects, or�or addifions to fhis projecf,a lw ihe completion ot this project by olhers wi�hout fhe pr'wr wntlen consenl ot and appropriafe compensation to Modofive,Inc. No part thereo/shall be reproduced,copied,adapied,published, sold,disinbuted to ofhers or otherwise vsed wiihoui ihe prior writien conseni o/ond oppropnate compensotion to n�odofive, Inc.Copyrighf� �4 05.19.14 REVISED SUBMIT#4 03 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAL 01.24.14 FORMAL SUBMITfAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITTAL SCALE DATE ASSHOWN 5/21/14 TITLE SHEET REC�I�TEI� ��M' MAY '� � �014 �- - - - - - - - - - - - -(N 89'40'00_W 300.76) (A)[B]RdcM - - - - - - � - - - - - ' `FWND NOLE IN BASIS OF BEARINGS � CONCRETE IN MON BOX PER(8) O�.ss ��; �W _ SILVER OAK WAY Ig� Iz 38l.�1 385.�9 � lM 387 11 LlG 380.76 J61.98 uv ec }nee. an.a+ xc.:u :ua.az xs.zs sei.o� _ � DRIVEWAY CONCRETE SIDEWALK DRIVEIYAY � }ee.se e.nvc sna;a ue.�e �esya xs.i� :ai.zx Q fNC ENDI EY 71A ELEC � 2�g'M I'SICN �Pa ELEC BO% a�ex pLANTER s.r(rncn x) I � 6.0'(O�.EA R) �b -- sea.3e ae�.is' S 89'40'00�E 154.2'(A) x,3, � S Q (65.70)(A) os�•rcr.ct co�ca x) - - -- 3A•" a► •caour Ra•� �-mv AREA ��O� n9.i Q��°.� w3uiycor� �b 10�PSE�A� O x�.i� ��uo�r ""� �•��r# Fxi•.o #PLANiER AREA ��9\� }so.is yRp.. PMONE P�D 3'��r FOOIHILL 'S�q�Y. � �uTaaonve J x� ___________________________________ 11'YW LID _-- ___'___e_______________'-_-.____ � • ------------------------ ---� J �'BOLLARD •i bIXLARO 1'BOLLARD �'BOLLMDIB -- -_ � �.� 380.6J ' 9GN COR B'DI�UCHT ;�I 77l.16 xv s� cawurt• a w�LL CCR '� 9� $TANUAR� �CONDUIT d 1 �/�D�O PARKINC ca+c aw � HANDICAP SpACES PARKING aC COR Z.9' J7A30 SPACE 3at.oe �iae� F��OR ----�-�m.e, S,�.BS aea.�♦ �.� � »e.�e �� CNC COR q 3'6 S� I R �i 2'u� I c�nc'�°w z�ovo � �ae.5� zo-uo �� Q I CONC I WAIL COR O � O i �� o.sc�� O �curr� �'� I �.FS%.88 • 36�LID J6'LW � O I �M.91 � � AC PA�OAENT O Q 2o'uo I 6 �o'uo �°�u° I `i � NAZHAND '°'" � � � � � Lp S3 wn��cor+ a � DOC� 20699649 I APN 342-32-149 0 I STANOARD O � I O x PARIONG MANqCAP � 4e'�.o � I � �'A�S PARKtNG �e'�ro � SPACE �e•uo xsso ac coe �z�� I a�.is xv.se � a�a.v � 379.Y9 37i.21 w�u ca+ c cart CONCRETE I xz.zo CONC � ac.es 362.s3 3'CONDUT• IDIAT �'Cpp 2.9' ]80.83 � �q &D C�,pR J61.65 �� I �1GHT � ac ca� �� z.�i �cat/cHC acss 1 LOT 69 �.B�B �z ss i � i .•�„� J �..9.� VA T � 1'BOl1IftD • � W�il CoR i BOLLUtD P " �� T LOT 68 .-a� . _ -��a�� v � A _ 3aass �s� � � I N - -- �9Z.83 380.62 I j O -- .SI ON ROCf LN GAS PEDSII g ; C�� 781.2J ' E 1/2'CONDIMT WS PEDEST�L I R S (a��Y�� ae2as (5l s'�T rwes ��ca� I 3 ww uos ��a I A I g V� O mc con ��rca.aun �s.� ex'e caw � R � a xz e2 �ez�o 3e�.ee a•eauRO 1 E i� u,�eax Z 789.51 �,.��s �� bZ�. bz.� F�� ..•a«�� r w.0 coa a+c..on ��eo .c I FOOTHILL AUTO SERVICE • ' a xs.3� r ea�u+o .•eauuro xo n� I z <'U,y�7 p�� G+C COR 37&95 �a•ti e�sc '82.6� ��E� AND DETAIL, INC. I ��"�N`� I p�:•w.� 5•�ro„p DOC#18437884 coric P�o �6��nw � II .�bZ � APN 342-32-070 GASOIINE �SPEDESTK �,.��I �o�►� '° ac ca� PUMP.T'P. 1 xs.n x�.sz p��4� i +'�T ' iF CARACE � • �1'8011ARD wALL�COi �1�'v'NE PA � •� •a"BOLLARD 1'BOLLIJtD �9259 4 BOLW+D � �.a� OH ROOF lN I FC CO 779.57 I 179.62 PLOSHAY �.6. , �p357 FC 10'-CCA DOC� 15657841 '�'°' � }°�e°°" APN 342-32-148 a��s I � I ��.,� .�.,s �e2.�e I Vu�.�Y NALL CIXt FC COfI 381.�7 I W T7ER •6'BOLLARD 6'B�� 3Bi.7B F�{wNl END �w3.� p1G AG �D COR�CAIE pp ��0� � I 379.77 TRASH F�T+L/Cw'E I I ENCLOSURE I STORACE AREA x AC PAVEYENT I R9.77 . < NOT ACCESSIBLE ��.� I I I � � rw�c°rn/EV x I 3vo..s xx,5o X � I wM1 COR JBJ.85 0.�'(qF�0.Pli �D DECN COR I DEq( r�i��c�h k X�_X�_X 3ei.eo �m..v � I R 23'PNE ��J��,� `-a°"""° .•a«�o i JB1.88 383.71 3&185 � �N.Gt z�'an+t oc«ca+ ie.arrc �c coa � 1 �.�� I v� zr an+t 1 3BO.B] 380.73 _ 579.i5 iC COR QEC ' 1'LIfi1T 11/9fl! fn;P..ET �( I 390.01 �15 }9�.51 }95.gg 6%B POSTI WALL COR WNL LOR WALL COR N1.l��COR JB6.35 3�5d5 •.ai7 SE�.6S .kH.X WAl1 COR __ __ __ WMl COR-- WNL GOR WI�LL tun'_ WALL COR WALL GOR �LL,'GA 6%9 GOST I GRAPHIC SCALE w a e w m �o (D7 F'�i) i�e- io rc REFERENCES (A) 267-M-22 dc 23 (B) 361-M-39 o.�•(acN+v�) N 89'40'00'W 172.52'(A) M � xz.so 0.1'(OVER R) w�� SE0.66� NY o.aro�+�l � 0376.9a SSYM .'"FOUND HOLE IN CONCRETE IN MON ' S�e.ao Box�x�e> s�M I I . .� � �°"'�'�`�"� 1h 2O 4� - � Z- �4_oC�,� - � tt` D�. �014.-�a'2., �4.5�1-2 t 4 r A��rii�� -2414�Qi:�.:�; � - - �j}'I,,`.. ,Y`��'��i � ; ''22-�14 �jpfT]�iYV;I� . v �`� iK ('''� - Z�-?,t�14� r l.fr��:.��7��!��__"`��`"'`'`. �1 bI1�iL�3r!°+ ..--�---^ •_ ♦.+"�'. .- . y , � .a,,,�_ -__ . _ �> �_-_, � J m J r O Ll.. Z APN 342-32-070 k 144 Q �I 3 O In iA oi Z � i I � � � I n . •oj� �a� a� � � R • � ENVIRONMENTAL REPORT CONCLUSIONS& RECOMENDATIONS Based on the above svmmary,Cornerstone concludes and recommends ihe following: Because ihe planned Site residential developmeni will incl�de Site groding and excavation,it is likely ihot soil impacted with residvol contaminants from the former USTs will be encountered. These materials will require special handling and disposal.To limit conshuction delays,we recommend thaT a Site Management Plon(SMP)be developed to establish management practices for handling these materials,if encountered.We recommend discussing the planned residential redevelopment with Counry Healih staff.County Healih may require submittal of a SMP for iheir review and approvol prior to Construction,along with ihe negotiation of a Remediol Action Agreement between County Healih ond ihe developer to reimburse the County Health for their oversight costs.We recommend ihot The SMP document the lateral and vertical extent of on-Site soil contamination.This task could necessitate additionol sampling if sufficient past sampling and analysis has not been performed.If elevated concentratio�s of contaminants(exceeding Environmental Screening Levels [2013j and/or California Human Heolih Screening Levels[2010] for residential use)are detected or are determined to remain on-Site,mitigation measures and/or a health risk assessment may be required.Other provisions of ihe SMP should include: q) Site conirol procedures to control ihe flow of personnel, vehicles and materials in and out of the Site. b) Measures to minimize dusT generation,storm water runoff, and tracking of soil off-Site. c) Geotechnical recommendations for ihe undocumented fill placed in the UST excavations. d� Recommendations regarding the ewsting abandoned uiilities. e) Appropriate measures,if required,to reduce vapor migration ihrough hench backfill and utility conduits. f) Protocols on handling suspecied contaminoted soil(if encountered)with measures to segregate"clean"soil from soil suspected to be contaminated. g) Protocols for conducting earthwork activities in areas where impacted soil and soil vapor are present or suspected. Worker training requirements,health and safety measures and soil handling procedures should be described. h� Protocols to be implemented if buried strucTures,wells, debris,or unidentified areas of impacted soil are encountered during Site development activities. i) Procedures To evoluate and document the quality of any soil imported to the Site.Soil containing chemicals exceeding residential(unrestricted�se)screening levels or typical background concenfrations of inetals will not be accepted. j) Method to monitor excavotions and trench for the potential presence of petroleum hydrocarbon and volatile organic compound vapors. k) Protocols to eval�ate if the residual contaminanis will adversely impact the integrity of below ground utility lines and/ or siructures(e.g.,ihe potential for corrosion�. 2. Soil vopor testing should be performed to evaluate if the resid�al petroleum hydrocarbons pose potentiol health risks to future residents.We recommend the installation of a temporary multi-depfh(approximately 5 and 10 foot)vapor well at each proposed residence.If elevated concentrations of petroleum hydrocarbons are present in the soil vopor,ihe Developer may be required to install gas impermeable membranes,sub-slab depressurization systems and utility trench vapor cut-off barriers to effectively eliminate vapor intrusions into The proposed structures. 3. We recommend that the subsurface soil at the former hydroulic hoist area be evaluated for residual PCB contamination. 4. The Site appears to have been occupied by an orchard from at least 1939 ihough ot leost ihe mid-1950s.During the 1960s,the Site appears to either os an agricultural field or�ndeveloped lond.Per ihe Deparfinent of Toxic Substances Conhol(DTSC) guidance document iitled,'Interim Guidance for Sampling Agricultural Properties,August 7,2008',organochlorine pesticides were first introduced into Colifornia agriculture in 1944 ond reached peak usage in the 1960's.In 1974,ihe use of fhe DD7 was banned for agriculT�ral purposes,and the elimination of remaining organochlorine pesticides in California agriculture quickly followed.Please note ihat organochlorine pesticides ond metollic pesticides are persistent in shallow soil and potential pose a risk to resideniial receptors. Since Site agricultural use post-dates the 1950s,we recommend that a minimum of eight native soil samples(collecied from the approximate surface of native soil to V2 foot depth)be analyzed for organochlorine pesticides.In addition,we recommend ihat the laboraTory testing olso include pesticide related metals(arsenic,lead and mercury�. 5. We recommend that hazordous materials currently present on- Site be appropriote disposed off-Site,s�ch as the drum within ihe building marked,"Hazardous Waste"with the date November 16,2012. 6. Three ground water monitoring wells reportedly remoin on-Site. These wells must be decommissioned under permit prior to redevelopment activities. ENVIRONMENTAL REPORT CONCLUSIONS 8� RECOMENDATIONS CONTINUED 7. Due to the age of the on-Site structures,building materials may contain asbestos.Because demolition of ihe buiidi�gs is planned,an asbestos survey is req�ired by local authorities and/ or National Emissions Standards for Hazardous Air Poll�tants (NESHAP�guidelines.NESHAP guidelines require the removal of potentially friable asbestos containing buiiding materials prior to building demolition or renovation ihat may disturb fhese materials. 8. The Consumer Product Safety Commission bonned the use of lead os on additive in point in 1978.Based on ihe oge of ihe buildings,lead-based paint may be present.Becouse demolition is planned,ihe removal of lead-based paint isn't required if it is bonded to the building materials.However,if ihe lead-based point is flaking,peeling,or blistering,it should be removed prior to demolifion.In either cose,applicable OSHA regulations must be followed;ihese inciude requirements for worker training,air monitoring and dust control,among others. Any debris or soil containing lead must be disposed appropriately. DAVID J.POWERS INITIAL STUDY MITIGATION PLAN&MEASURES 1.Addirional SHe CharacferizaHon and Remediation hom Former Underground F�el Tank(s] The SCCDEH issued a letter on August 21,2013,requesting a work plan to further characterize conditions recently reported for the Property.The letter requested a plan to define ihe extent of contaminants in soil,soil vopor,and groundwatec On November 5. 2013,SCCDEH approved the Work Plan for the Property to conduct sampling and analysis to delineate the following: •The lateral ond vertical extent of VOC contamination in soil,soil vopor,and groundwater;and •The lateral and vertical extent of pefroleum hydrocarbon contamination in soil and soil vapor. The approved Work Plan describes sample methodology,proposed sample locations,the quality assvrance/quality control(QA/QC) plan,reporting and schedule. The Work Plan will be implemented pursuant to appropriate permits, and resulis of ihe sampiing will be transmitfed to the SCCDEH.If additional investigation is required to sufficiently delineate the contaminanis of concern,additional sampling or mitigotion measures will be proposed for review by the SCCDEH. 2.A SRe Remediation Ptan will be prepared based on The documented soil conditions a�d approved by the SCCDEH.The Site Remediation Plan will include ihe design of a remedy that has the w oal of miti atin on oin ihreats to ater �al�t and To conditions 9 9 9 9 9 4 Y of unacceptable risk for residential land use.The plan will incl�de implementation and monitoring schedules.Upon approvol of the Site Remediation Plan,the approved design will be implemented at the Property. Based on the current understonding of site conditions,soil vapor extraction(SVE)is considered an appropriote remedy to restore the Property to conditions suitable for residential use.An SVE system V.C��d C�.��IS�^�v S8�ES C�SCII'.C�:.Cf EX!�CC11C^':.'8�I5 C �^CCSe<'�..�C.. vocuum pump.The depth and number of wells would be determined based on results of the additional sampling.Vapors collected via the exhaction system would be heated either through absorption onTo activpted carbon or desiroyed using an on-site combustion system.The operation of the mitigation system would be tuned for optimal performance dvring the early operaTions period. Mitigation of soil vapors to levels acceptable for residential land use is expected to toke approwmately 3 months. System operation will comply with CiTy noise ordinances and necessary permits(e.g.,Bay Area Air Quality Management DistricT) will be obtained pria to operation of the system.In addition, required permits for well installation will be obtoined from the SCVWD. If vapor mitigation ihrough SVE is ihe only remedy implemented, confirmation of its effectiveness will be documented by four quarters of soil vapor monitoring(multi-depth vapor wells instolled to S and 10 feet at each proposed residence)performed after the termination of ihe remediation system. If a differeni remedy is approved,the Site Remediation Plan will include an applicable implementation plan,schedule,monitoring, and confirmafron program.Other feasible remedies could include soil excavation with or without above-ground treatment,possive sub- slab vapor barriers,active sub-slab vapor management systems,or a combination of these components. 3.Svpplemental Soil Samptlng In addition to the sampling described above,soils at the Property will be assessed for impact from other potential contaminant sources. These sources will be sampled and analyzed as follows: PCBs may have contaminated the oil used io operate hydraulic hoists.Soil somples will be collected near the location of ihe former hydraulic hoists and analyzed for PCBs.Somples will be collected ot localions dictoted by visual evidence of discoloration and analyzed using EPA SW 846 methodology(e.g..8081 or 8082).If no discoloration is evident,one sol sample will be collected aT each hoist. Prior to development as a service slation,the Property was agricultural,ond residual agricultural chemicals may remoin in notive soils.For this assessment,sampling will be conducled according to ihe Interim Guidance for Sampling Agricultural Properties(California EPA,August 7,2008).Consistent wiTh This guidance,three soil samples will be collected from the Property at a maximum depth of 0.5 feet below the native soil surface;ihe samples will be analyzed for organochlorine pesticides and arsenic.Additional samples may be required based on ihe resulis of ihis analysis. The soil sampling results will be compared to oppropriate risk-based screening levels and submitted to SCCDEH and Director of Community Development prior to construction grading on ihe site.If addifional investigation is required to sufficiently delineate ihe contaminanis of concern,additional sampling or miTigation measures will be proposed,reviewed,and opproved by the SCCOEH. 4,Removal and Dtsposal of Confamtnated Sotls. The proposed redevelopment may incl�de removol and offsite soil disposal.Removal may be due to geotechnical unsuitabifity, contamination,or ofher reosons.The quaniity of soil requiring removal is unknown. Soil containing pesiicides,PCB,and/or petroleum hydrocarbons will be removed by properly trained and iicensed personnel and contractors,prior to construction workers entering the site to begin earthwork.Contaminated soil will be handled by trained personnel using appropriate protective equipmenT and engineering controls,in accordance with local,State,and Federal laws.Contaminated soil will be transported separate from oiher soil excavated at the site, and disposed at an appropriote offsite facility in accordance with its characteristics or,if mitigated by an alternative method,with opprovol from SCCDEH,or other oppropriate regulatory ogency. 5.Reporting Upon completion of remediation octivities and confirmation that The resulting conditions are adequately protective of residential development,a Closure Report will be prepared and submitted to ihe City and SCCDEH for review and approval.The report will summarize: •past investigations,onolytical reporis,and current site conditions; •implemented mitigation measures and soil management activiTies; •off-site transporf and disposal of excavated soil,and •excavation backfill materials and procedures. Assuming The mitigaiion measures described hove achieved thresholds established for residential�se,the report will include a request reg�latory closure for the property.Final approval that the site is suitable for residential lond uses will be issued by SCCDEH and copied to ihe City of C�pertino prior to issuance of grading or demolition permits for project construction. 6.A site-specffic Heoflh and Safety Plon(HASP)will be prepared to address potential healih and safety hazards associated with implementaTion of the Work Plan and proposed redevelopment activities(e.g.,site preparation,demolition,grading and construction).The HASP will gover�activities of all personnel present during iield octivities.A job hazord analysis(JHA)will be prepared for each task prior to performing said task.The JHAs will include,at a minimum,identiflcation of likely hazards associated with ihe Task, requirements and procedures for employee protection,and required mitigaiion measures.Any coniracTor performing a task not covered in the HASP will be re uired to d vel a HA ifi t th t t q e op J spec c o a ask prior to performing ihe task. 7.A Sffe Manayement Plan(SMP)will be developed to establish management practices fw handling contaminated soil or other materials enco�ntered during constrvction activities.The SMP will identify potenTial health,safety and environmental exposure considerations associated with redevelopment activities and will identify appropriate mitigation meosures.The SMP will be submiited to ihe City and SCCDEHPAGE 5 for approvol prior to commencing construction activities.The SMP will include the following: •Proper mitigation as needed and demolition of the exisling strvcture; •Proper handling and disposal of waste oil below ihe building; •Management of stockpiles,including sampling,disposal,ond dust and runoff conhol; •Management of underground structures encountered,including utilities and/or underground sTorage tanks; •Traffic confrol during site improvements; •Noise,work hours,and other relevant City reg�lations; •Mitigation of soil vapors;and •Monitoring,repaiing,and regulatory oversight arrangemenis. 8.A Demolffion Plan will be devebped to remove remaining surface and subsurface siructures at the site.A pre-demolition survey conducted in July of 2013 idenfified lead and asbestos-containing building materiols.These will be properly mitigated and managed during the demoliTion process.All necessary permits will be obtained, a traffic control plon will be developed,and a storm water pollufion prevention program(SWPP)will be submitted.Upon demolition ond removal of structures,ihe site will be rough graded.If evidence of an unknown historic release of hazardous materials�e.g.,underground storage tanks,buried debris,contamination)is discovered during excavation or demolition activities,work will be stopped in the immediate area and,as appropriate,samples will be collected and analyzed to determine the characteristics and extent of ihe release and potential healih effects.The onalytical results will be compored against applicable criteria and a plon for management and disposal of affected soil and/or groundwater will be developed,if not already covered in the SMP.Any soil found with concentrations above developed ihreshold criteria shall be removed and disposed of,or mitigated by an allernative method,in accordance with local, State,and Federal laws by property irained and licensed personnel and contractors,with appropriote approvals from the City and SCCDEH. MiHgaflon 1: The followiny meas�res shall be requ(red fo reduce Interior noise levels to 45 dBA CNEL or less: •Provide a suiiable form of forced-air mechanical ventilation,as determined by ihe local building official,for units throughout the site, so that windows could be kept closed at ihe occupant's discretion to control noise and achieve ihe 45 dBA CNEL interior noise standard. •Provide sound rated windows and doors to maintain interior noise levels at acceptable levels.Preliminary calcutotions made based on the data contained in 1he conceptual design plans indicate ihot sound-rated windows and doors with a sound iransmission class rating of STC 30 to 35 would be sufficient to conirol noise and achieve ihe 45 dBA CNEL interior noise standard. •Confirm the final specificotions for noise insulation ireatmenTs during final design of ihe project.Resulis of the analysis,including ihe description of the necessary noise control treatments,will be submiited to the City along with ihe b�ilding plans and approved prior to issuance of a building permit. The implementation of the above measures would reduce interior noise level to 45 dBA CNEL or less,resulting in a less-than-significant impoci. MitigaHon 2:None required. �litigation 3:None required. MiMgatton 4:The following addtHonal conshuction noise conhols will be included in the project to reduce the impaci to a less than signfffcant level: •Avoid the unnecessary idling of equipmenT and stage construction equipment as far as reasonable from residences adjacent to fhe site. •Noiify adjacent residenis to the project site of ihe construction schedule. •Locate stationary noise generating equipment such as air compressors or portable power generators as far as possible from sensitive receptors. •Construct temporary noise barriers to screen stationary noise generating equipment when located near adjoining sensitive land uses. •Utilize"quieY'air compressors and other stationary noise sources where technology exists. •Control noise from conshuction workers'radios to a point ihai ihey are noT audible at existing residences bordering the project site. •Prepare a detailed consiruction plan identifying the schedule for major noise-generating construction activities. •Designate a"noise disturbance coordinator"who would be responsible for responding to any local complainis about construction noise.The disturbance coordinator would determine ihe cause of ihe noise complaints(e.g.,starting too early,bad muffler etc. and would re vire that reasonable measures • ) 4 warronted to correcf The problem be implemented.Conspicuously post a telephone number for the disturbance coordinator at the construction site and include it in the notice sent to neighbors regarding ihe construction schedule. Implementation of the controls out�ined in the above measures would reduce conshvction noise levels emanating from the site,limit construction hours,and minimize disruption and annoyance.With the implementation of these controls:and the limited durc�tipn of The noise generating construction period,the substantial temporary increase in ambienT noise levels would be less-ihan-significant. ARBORIST STUDY RESPONSE See A4 for Arborist Letter of Review which siates the following: a.Neighboring trees will not be required to be removed b.New retaining wvlis will not interfere with neighboring trees c.Excavation has been completed and verified by two arborist in November,2013 RECEIVEI� MAY � � 2014 I3Y: � . ..;"�a:�c:.m�+M-tary..�:n.,:�.:�i:�:i- Z-2o I�--a"�j'rM=Z.o�¢-o�� 1'�2.014--0�2�j(S,�-Z0�4^- � �%��'��.�.r..�-2 �¢":.�-:�,� � h _ '�y�d��, _ ��...,r i '.,� y�A�.�tne��. 3� ^ �iri�i:�iltit� er�i�3l�it4`a.i:>ts�dli��:��O' i:�:Ja � �_�; � _ S za-Za►4 1f.ff%�i�`"'�`��'''�r��.u...�.�ri+s�.�-..�.r.ar.r....,+...��r...�we. i"k;;s +w?i�n�i$.�� ,..�.,..o._..r.......�,..�.........,�.. t'+s:��•'.e;c��;sr � , � . �.rr .. • .......r _ . � ��ue Design Develop Budd 2633 Lincdn&vd.#610 Santa Monica,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info@modative.com IN:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothill Blvd. Cuperfino,CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporation KEY PLAN Qlw 6 �� Q 3w Qw Q5 5w � Ad ideas,designz orrongemenis ond plans indicated a represenfed by Mis chawing ore owned by and�he properiy o/ nnodative,inc.and ae sdey ta vse on the aNec:ifie�i Nrujeci uriu ai�ux"r�ui ilr usrei uli oiher projects, a�or addifions�o fhis prqecf,a ta the completion of Mis project by ofhers wifhovt�he pr'ar wrilien consent o/and appropriate compensation to Modofive,Inc. No parl/hereot shaq be repoduced,copied,odapted,published. soid,d'atnb�fed to others or otherwise vsed wiihout the prior wniten conseni of and oppropriote compensation to Modofive. Inc Copyrighf� 04 05.19.14 REVISED SUBMIT#4 �3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITTAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITTAL SCALE DATE ASSHOWN 5/21/14 ENVIRONMENTAL NOTES AND ARBORIST RESPONSE 10121 N.Foothill BHd-Tree and Trench Assessment Discussion Canary lsland Pine Canary Island Pines(Piniis canariensrs) grow naturally in the Canary Islands ot3 �"��F � the coast of Morocco.The trees grow 50 to 30 feet tall with a canopy spread of 25 fect.Canary Island pines cannot tolerate �. .. hard frost but are drought tolerant.The t �:. trees have been wltiva[ed for timber ��" production throughout the world and are grown as ornamentals in California. Canary lsland pine trees are resistant to oak root fungus and Yei�ticillium wilt but are susceptible to boring insects, Ph�4ophthora root rot,and pitch canker. Canary Island pine trees rarely fail (Matheny and Clark,1994). Canary Island pine[rees have good tolerance to construc�ion influences (Clark and Matheny,1998). Deodar Cedar Deodar cedar(Cednis deodaru)is native to the Himalayas and is a fast growing tree reaching 80 feet tall and 40 feet wide.The trees are drought tolerant and have few pest piroblems,although they are PhOto 1:Deodar Cedar(Left),Canary Island susceptible to Phytophihora root rot and pine(Right).Trees on 22576 Silver Oak Way some types of bark beetles. I3ranch failure is usually associated with wind,hail,snow or ice(:Vfatheny and Clark,1994). Deodara cedar is tolerant of construction dama e includin both root and branch runin.The g S p � trees cannot tolerate excessi��e soil moisture which may lead to Armillarra or Pl�vlophrhnru (Clark and Matheny,1998). (2)ARBORIST INSPECTION OF ROOT DAMAGE ;�tichacl L.Bcnch �� Consuliing.Aiborist � F.,� (831)i94-5151 � `�� 7327 Langley Canyon Road -� PruneJale,Califomia 93907 `�--...:-.vi�,�a._-.�-,C, .+-....." ��-��-�.� Inspection of the Ka�t Damage to Neighboring Trees After Trenching At The Tate Development I'rojec[ 10121 N.Eoothill Boulevard Cuperlino,California Assigmment E��as a:ked by'�1r.�;rurge Schroeder,Planner,Ci��ut Cupehino tu meei at�he ,�t�with irtr.Ron Tate and A4r.(3essner,Cun,ulcine Arborist,anJ titt.Schroeder tu avirw the root damage xfter trenchine to the i�cighboring trces on thr\Vest side of the pruperty proposed by:�4c Tate fin devclapment at 10121 N.Fnothill B��ulevard,Cupertino,Califarnia. Observations I�isited the site and met the parties involved��n Novemt�r 20,2(l13. The trenches for proposed retaining walls and footings on the West side of this site had been cut prior to this observation. 1 observed no roots in the soil face of the cut near the neighboring Italian cypress Trees# 9-18. I obscived no roots in the soil face of the cut near the neighboring Blue Atlas cedar'Iree #8. I observed no roots in Ihe soil face of the cut neat the neighboring Canary Island pine Tree 4 7. I observed only 1 root,approximately 1 inch in diameter,in the soil face of the cut near the neighboring Deodar Cedar Trees#6.This one rcwt would not be significant root damage. Conclusions This observation makes it clear that the damage to the root systems of the neighboring Trces#6-18 by the excavations at this site would be non-existent or insignificant. Respectfully submitted, ._, ',._.,. Michael L.Rcnch,Consulting Arbonst International Society of.4rboriculture Certification#WE 1897A American Society of Consulting Arborists Memher Prepazed b}Michael L.Bench,Consulting Arborist November 9,2013 10721 N.Foothill BNd-Tree and Trench Assessment Site Sketch ��,.. Both species of trees have good tolerance to construction influences and root damage. � Richard Gessner-Monarch Consulting A�baisls LLC-(831)331-8982-rick�monarcharborisl.com 4 � P.O.Box 1010 Felton,CA 9�018 i I�ovember 2Q 2013 November 9,2013 �y�y�.° ' . ��, `;; ir;�....• �,.g, a"�,.,r��'� �a° � s` h� ��9 � � ��b, i � �� . � , r � � ,, .< � �' � . . � £:, r-+r - r �. �� '°�" � � s� , �� " .r �..1„y, '',�.' � ".�, �"� �=�r, . �c{ . �� ,�. The oval represents the location of the trees and trench. � Richartl Gessner-Monarch Consulting Arbo�ists LLC-(83�)331-8982-rick�monarcharborist.com � P O.Box 1010 Felton,CA 95018 1 �C�IVED MAY 2 � 2014 ��' - _ ,�tf.u�..�-.,r�.,.,yr+..,;r.,�.,.;t.,..r-��a^vVr' ' .. - --�- � - , ; — . �-2al 4�-31�.��'`'?.o14-al, �� "e--i�.._ .. . .._� .. , .. ._.. - ._. � p�..2a l4-a 1�AS�4-Z��4-O�s� _ . . _ T2--�-01'�'°$ �, �,:.. _ _ . . . _�{'22—iZ01'� � ,� � �. �� ,�.�:;,x S Z a-2�0�4 � .,�`.��.�.:.sv�i.,.;w.+�� _..�_.__- �.____.... � '-----� .:.s �i _ .. . � v _._....,_ - __.._._ _. __. ,.:..,. '.:...r��'�,'..��R.�.J.:��%�i �� •� � � , � � "' _ - . .�_.__ ."._..___:.a.�.___�-r:.✓ F.;►+ �r�7� t�.. �.y�.,� v-'=.a�-��..:::.:.:� '_.+. 10121 N.Foothill Blvd-Tree and Trench Assessment November 9,2013 Analysis �lo biological,environme��tal,or technical analysis w�as performed for this assignment. Observations Site The property located at 10121 N.Foothil►Boulevard is located at the comer of N.Foothill Boule�•ard and Silver Oak Way.The site is an old gas station with t�so duplexes located directly to the west segregated by a concrete wall.The old parking area is level grade covered in asphalt to about ten feel from the concrcte privacy wall.Approximately ten feet from the privacy wall is a steep upwazd slope wi[h baze soiL The ground is dry K�ith no irrigation and heavily compacted. Two Monterey pines(Pinus radiata)are growing on the slope toward Ihe southwest comer with ��isible roots growing along the soil surface.No roots from the three trees on 22576 and 22586 Silver Oak Way were observed in the trench(See Site Sketch on Pg.3). Deodar cedar one Deodara cedar number one is locared in the northeast comer of the backyard on 22576 Silver Oak Way.The tree has a trunk dixmeter of 27 inches measured at 4.5 feet aboae grade and is approximately 55 feet tall.The north side of the tree has been stripped of its scaffold branches near the property boundary and the crown consists of multiple codominant tops.Foliar color, size,and density are normal for the species.The trench 12 feet from the retaining wall and approximately I S feet from the trunk direcUy east and six feet from the retaining wa11 to the southeast and nine feet from the trunk. Canaty Island pine two Canary Island pine number two is located in the southeast comer of the backyard on 22576 Silver Oak Way.The tree has a trunk diameter of 19 inches measured at 4.5 feet above grade and is approximately 50 feet tall.The crown consists of codominant tops with an abiUpt angle anachment forming the east leader.Foliar,coloy size,and densiry are normal for the species. The trench is fiftcen feet from the retaining wall and approximately eighleen feet from the trunk. Deodar cedar three , Deoda edar number three is located in the so t e o t a "v r c u heast com r f he b ck ard on 2_586 S�l er Y Oak Way.The hee has a trunk diameter of 23 inches measured at 4.5 feet above grade and is approximately 55 feet tall.The crown is composed of one central leader with moderate sized scaffold branches and foliar size,color,and density are normal for the species.The trench is ❑ine feet from the retaining wall directly east and eleven feet to the southeast with an additional four feet to the wnk beyond the wall. 3 � Richard Gessner-Monarch Consulting Arborists LLC-(831)331-8982-rick�monarcharborist.com 2 ,� P O Box 1010 Felton.CA 95018 t (1)ARBORIST LETTER OF REVIEW March 12,2014 � Ron Tate Tatc Diversified Development,Inc. Monarch Conswtin_y nrbonsts��C 22 S.Santa Cruz A�'enue Los Galos,CA 9�030 Dear Ron, i reviewcd site plan AS Datcd March 12,201�provided by Modati��e Uesign,Dc�elop,Build in response to the City of Cuperlino Pre-I Iearing Comments dated February 24,2014 for the property located at 10121 N.Foothill BoulevarJ. The neighboring trecs located on 22576,225C6,22556 and 22566 will not need lo be removed or negatively iufluenced by the proposed retaining wall locations ou the west siJe.The la-ation of the wall has bee�trenched,inspected,and documented in my report dated November 9,2013. There are no trees�o be influenced on the south side of the property where the new wall bc constructed at the property boundary. Please contact me with any qucstions rcgarding the Vee survey or infom�ation regarding indi�idual trees that may require remov�l. Regard,, Richard J.Gessner Rick Gessner,\fonazch ConsulringArboricts LLC,R;�.7;�.8qR3,rick�monanharboristcom ISA Buard Cerrified\7aster Arbarisr3 WE-q��B/ASCA Regisrered ConsulungArlwrisc5 7Cq96 w�rw,mu n arc harbori s t co m (3)TREE AND TRENCH ASSESSMENT 70121 N.Foothill Blvd-Tree and Trench Assessment November 9,2013 Nocember 9,2013 � Ron Tate Tate Diversified Develo ment,Inc. Monerch Consulting Arbonsts LLC p s:,x 22 S.Santa Cruz A�enue ;,`'�'„ Los Gatos,CA 95030 Enclosed is[he assessment of the trenching on]0121 N.Foothill Boulevard and the related influence on the Rees located on 22576 and 22586 Silver Oak Way,Cupertino,CA 95014. There are three trees on 22576 and 22586 Silver Oak Way within close proximity ro the proposed construction on]0121 N.Foo[hill Boulevard.The two species,Canary Island pine(Pinus cunurrensis)and deodar cedar(Cedrus deodara),have good tolerances to construction influences and root damage.The trench on 10121 N.Foothill Boulevard is outside the critical root zones and no roots from the trees were observed in the trench(Appendix A).With the limits of conshvction at the trench the intluence the proposed construction will have on the trees is low. Assignment •Inspecl the trenches locatcd on 10121 N.Foothill Boulevard for Vee roots. •Provide construction influence ratings regarding the two deodar cedar and one Canary Island pine. Limits of the assignment No property boundaries or property ow�nership informationµ�as provided. No tree risk assessments were performed. No construction plans were provided. Purpose and use of the report The puipose of the repoR is to asscss how the Venches on]0121 t�.Foothill Boulevard may intluence the neighboring trees located on 22576 and 22586 Silver Oak Way and how the future construction ma affect them.The re ort is to be used b Tate Diversified Develo ment,Inc. Y P Y P and the City of Cupertino to hclp determine the influence the project will have on the neighkwring trees. w- Richard Gessner-Monarch Consull�ng Arborisls LLC-(831)331-8982-nck�monaicharborist.com 1 ��) P.O.Box 1010 Felion.CA 95018 f �iue Design Develop Build 2633 Lincoln Blvd.#610 Santa Monka,CA 90405 P: 310.526.7826 F: 310.526.7681 E: into@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothill Blvd. Cuperfino,CA 95014 Owner:Foothill Auto Service& DeTail,Inc.,a California Corporation KEY PLAN Qlw 6 � 2W Lrz� 3w 4 4w L—�—,_I sw All ideas,designs,anangements ond plons indicafed oi repesented by�his drawing ore owned by ond the properfy ot Modafive,Inc.ond we solely tor use on the specified projecf and shall not be used on oiher projects, or�or addifions to this project,or/or fhe comple�ion ol ihis p�oject by ofhers wi�ho�t the pnoi wnften consenf ot and app�opriate compensafion to rnodafive,Inc. No paA ihereo�shall be reproduced,copied.adapted.published, sold,distribufed to others or otherwise used withoui fhe prwr wntten conseni o/and oppropriote compensotion to Modalive, Inc.Copyrighl m �4 05.19.14 REVISED SUBMIT#4 03 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAI 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITfAI SCALE DATE ASSHOWN 5/21/14 ARBORIST LETfER OF REVIEW 8�TREE AND TRENCH ASSESMENT t 0121 N.Foothill Blvd�Tree and Trench Assessment November 9,2013 10121 N.Foothill Blvd-Tree and Trench Assessment November 9,2013 Appendix A:Photographs A1:Southend of trench � ��'� � �. j �`_ ��y � '' , 5 -- . � . . � :y� ' i,^ �• .'� �� 4��, � � �� ,�. ;. t`�,r A . , ,r,"�' ,n�r�'¢!.,> �'S � �r " -=3•�_ i ; �- '�,f �K, f'. !�, { � '::, � �r, "�' .. . , a}y�. I 4 � � � a � ,�� , < �;y. i8,! � (' � 4` ,,.ar.:- 't�!' .. � �D;'? .J ��, a t, �° p.'i� i ��" � � '[i� g�,,,: � . a �� <� �� r -0 � ;,o.� . x� •��.#� . . � � 4*� , � ,�� r� , ..,'°".�M„�, d .�. �k t� t � ,,, � �s�l`� � . .. The phuto above is of the southem cnd of the trench.The large roots in the trench are from the Monterey pine h�ees. � Richard Gessner-Monarch Consulting Aibaists LLC-(B31)331-8982-rick�monarcharborist.com � P.O.Box 1010 Felton,CA 95018 10721 N.Foothill Blvd-Tree and Trench Assessment Certification of Performance I Richard Gessner,Certify: Bibliography Clark,James R.,and I�clda P.Matheny.A Pho�ographrc Grride�o�he Evnlua�ion u(Hazard Ti�ees in Urban Areas.Bedminster,PA:International Socicty OfArboriculturo,1994.Print. Matheny,Nelda P.Trees und development.•A technicu!guidz!o pr-eservu�ion oJ n•ees Aurrng lund Jevelopmenl.Bedminster,PA:Intemational Society ofArboriculture,1998.Print. Smiley,E.Thomas,Fraedrich,Snice R.,and f iendrickson,Neil.Tree Risk Munug�mznl.2nd ed. Charlotte,NC:Bartlett Tree Research Laboratories,2007. REC�I�I'EI� MAY2 � 2Q14 �i . �-°� -- Y� " Z-2A1•1--aj��M-2�14-a�. �P ��--a As�l-Z.o�4-oz � �l�'�'�t�`�d��,.�.:��?1 �' .��, `� t;��.:�.�''�"3� �a��.��. : � rR, Z2—Zc�(q' t� „� .,;?ii._ �:.'a ar+�.r�wa..ri� by�Sr �``��4s�`�t�� S'-20-Zo�4 +�..�.�.+,.�- —=....+-...,.--�r�wr � � t .fi K$ �,` � 9„i � .Y! a�Sp�Yri v 7etl K j�y . ,,�� 8 � Richard Gessner-Monar onsu�jjQg Arborists LLC-(831)331-8902-�ick�monarcharbaislc� 7 � P.O.Box tOtO Felton, 95018 �+',l�±'��:. � � � � . ..r a.s rk •�• a...�.�r. _ � November 9,2013 10121 N.Foothill Blvd-Tree and T�ench Assessment November 9,2013 That[have personally inspected the tree(s)and/or the property referred to in this report,and have stated my tindings accurately.The extent of the evaluation and/or appraisal is stated in the attached report and Terms of Assignmenh, i'hat 1 have no current or prospective interest in the vegetation or the property that is the subject of this report,and 1 have no personal interest or bias with respect to the parties involved; That the analysis,opinions and conclusions stated herein are my ow�n; That my analysis,opinions,and conclusions were developed and this report has been prepared according to commonly accepted Arboricultural practices; That no one provided significant professional assistance to the consultant,except as indicated within the report. That my compensation is not contingent upon the reporting of a predetermined conclusion that favors the cause of the client or any other pxrty,nor upon the results of the assessment,the attainment of stipulated results,or the occurrence of any other subsequent events; I further certify that I am a Registered Consulting Arborist�with the American Society of Consulting Arborists,and that[acknowledge,accept and adhere to the ASCA Standards of Professional Practice.I am an Intemational Society ofArboriculture Board Certified Master Arborist�and Tree Risk Assessot Qualified.I have been in�olved with the practice of .4rboriculture and the care and study of trees since 1998. Richard J.Gcssncr ASCA Registcred Consulting Arboris[�#496 ISA Board Certified Master.4rborist�WE-43416 1SA Tree Risk Assessor Qualified Copyright ��Copynght 2013,�fonarch Consulting Arborisls LLC.Other thxn specific ezception granted(or copies made by eht clirnt for the express uses statrd in ehis repon,no parts of this publication may be rrproduced,stored in a retrieval system,or transmitted in any form or by any means,electronic,mechanical,recording,ur otherwise without �he express,written permission of the author. � Richard Gessner-Monarch Consulting Arbaists LLC-(831)331-8982-rick�monarcharborist.com 72 _� P O Box 1010 Feiron,CA 95018 Y Qualifications,Assumptions,and Limiting Conditions My legal description provided to the consultant is assumed tu be correct.Any tides or ownership of properties are assumcd to be good and marketable.All property is appraised or evaluated as though free and clear,under responsible ownership and competent management. All property is presumed to be in conformance with applicable codes,ordinances,statutes,or other regulations. Care has been taken to obtain ioformation from reliable sources.However,the consultant cannot be responsible for the accuracy of information provided by others. The consultant shall not be required to give testimony or attend meetings,hearings,conferences, mediations,arbitration,or trials by reason oCthis report unless subsequent contractual arrangements are made,including payment of an additional fee for such services. This report and any appraisal value expressed herein represent the opinion of the consultant,and the consultant's fee is not contingent upon the reporting of a specified appraisal value,a stipulated result,or the occurrence of a subsequent event. Sketches,drawings,and photographs in lhis report are intended for use as visual aids,are not necessarily to scale,and should not be construed as engineering or architecrural reports or sun�eys.The reproduction of information generated by architects,engineers,or other consultants on any sketches,drawings,or photographs is only for coordination and eaae of reference. Inclusion of said information with any drawings or other documents does not constitute a representation as to the sufficiency or accuracy of said information. Unless otherwise expressed:a)this report covers only examined items and their condition at the time of inspection;and b)the inspection is limited to visual examination of accessible items without dissection,excavation,probing,or coring.There is no wananty or guarantee,expressed or implied,that structural problems or deficiencies of plants or property may not arise in the future. � Richard Gessner-Monarch Consulting Arboiists lLC-(831)331-8982-rick�monarcharborist.com 11 � P.O.Box 1010 Fellon.CA 95018 1 t0121 N.Foothill Blvd-Tree and T�ench Assessmenl Novembe�9,2013 10121 N.Foothill Blvd-T-ee and T.ench Acsnc.meni �l„��en,�er 9.20'3 intlucncc Lcvel Influence level defines how a tree may be affecred by construction activity and proximity ro the trce,and is desciibed xs low,rooderale,or high(Tablc I).Thc following scale dctines the intluence ratings: •Low=The conswction activity will have litde influence on the tree. •Vtoderate=Thc conswction may cause CuWre health or swctural problems,and steps must be taken to protect the vice to reduce future problems. •High=Tree swcture and health H ill be compromised and remo��al is rccommcnded,or other actions must be[aken for the tree to rcmain.The Iree is loca�cd in the building em elope. Tree Number Trunk Critica�Root Zone Comments Influence Diameter Rating Deodar 1 27 12 feet Trench 15 feet and 9 Low cedar feet trom trunk Canary 2 19 8 feet Trench 18 feet hom Low Island Pine trunk Deodar 3 28 12 feet Trench 13 teet and Low cedar 15 feet from[runk Table 1:Influence Ratings With the limits of constructioi�where the trcnch is located the construction influence on thc trees will be low and likely have no effect on the trecs.There were no roots in the Vench and it is outside the critical root zone of all the trees.The construction is also only on one side of any given trce with limiled root area to be influenced regardless. Conclusion There are three trees within close proximity to Ihe proposed cons[ruction on 10121 N.Foothill Boule�ard.AII three trees are located on 22576 and 22586 Sih•er Oak Way and the two species, Canary[sland pine and deodar cedar,have�ood tolerances to construction inRuences and root damage.The trench on 10121 N.Foothill Boulevard is outside the critical root zone distance of three to tive times the trunk diameter in fcct,and no roots from the trees were observed in the trench.With the limits of construction at the trench the influence the proposed construction will have on the trees will be low. Recommendations 1. Exclude equipment and personnel from accessing the area between the trench and retaining wall. 2. Su mit this re ort and findin s to the Ci of Cu ertino for lannin review or eer review. b P S �Y P P S P � Richard Gessner-Monarch Consulting Arborists LLC-(831)331-8982-rick@monarcharborist.com 6 P.O.Box 1010 Felton,CA 95018 10121 N.Foothill BNd-Tree and Trench Assessment November 9,207 3 A3:Trench with cedar one and Canary Island pine hvo ��` � � �s' . �� . , �` ��R � �� "� € _j � n� ""' The photo above is of the central portion of the tre�ch near trees one and two. � Richard Gessner-Monarch Consulting Arbaisls LLC-(831)331-8982-rick�monarcharbo�ist.com 10 .� P O Box 1010 Felron.CA 95018 t Critical Root Zonc The cri[ical roo[zoiu(C R7.)is dic arua ot�oii around th�inink of�hcc wl�crc rootti urc locatcd that provide stability and uptake of water and nuuients required for the iree's survi�aL The CRZ is the minim im i�an fr n th nk ha n hin r r u[tin can ccur and�vill be i d t ce o i e tru t t tre c g o oot c g o defined by the trunk diameter as a distance of three times the DBH in feet,and preferably,fi�e times(Smiley,Fraedrich and Hendrickson,2007).For cxample if the tree is two feet in diameter, the minimum CRZ distance would be six to ten feet from the stem on one side of the tree(Image 1). Because the trees have trunk diametcrs between 19 and 28 inches the critical root zone distances would range between 8 and 12 feet from the trunks.The trench is outsidc the CRZ of all the trees at the recommended five ti�ucs the trunk diameter distance.nne exception is the arca near tree number one where the Vench encroaches to nine fcet,but is still outside the maximtuu encroachmen[of three times the Irunk diamcter. Furthemiore there were no roots from any of the hees observed in the lrench.iliis is not surprising because the ground was heavily compactcd and dry,which is not a good environment for roots ro grow or one that would encourage root growth.There is limited moisture on the slope and the privacy wa11 footing may further obshUCt root erowth on to]0121 N.Foothill Boulevard. Critful Root Zon��CRn.3 to S umn str trunk ei�mst�r on orr,fds Image 1:Critical Root Zone ��Copyrighc-Monarch Consulting ArMriscs LLC,'_OI2. � Richard Gessner-Monarch Consulting Arborists LLC-(83t)331-8982-nck�monaicharborist.com 5 � P.O.Box 1010 Felton,CA 95018 10121 N.Foothill BNd-Tree and Trench Assessment November 9,2013 A2:Trench with deodar cedar number Ihree The photo above is of the southern end of the trench H ith deodar cedar number three in the background beyond the wall. � R��chard Gessner-Monarch Consult��ng Arbor�sls LLC-(831)331-8982-rick�monarcharbaist com 9 � P O.Box 1010 Felton,CA 95018 t �iue Design Develop Build 2633 Lincoln BHd.#610 Santa Monica,CA 90405 P: 310.526.7826 f: 310.526.7681 E: info@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothill Blvd. Cuperfino,CA 95014 Owner:Foothill Auto Service& Deiail,Inc.,a California Corporalion KEY PLAN Q1W 6 I--�zJ 2w L—�--�J 3w QW lr�J 5w nll ideas,designs,anongemenfs ond plons indfcoted a represenfed by fhis drawing are owned by ond the properiy ot Modafive,Inc.and are solely lor use on fhe speci(ied project and shaA not be used on oiher piojeCfs, Or�or odditions to�his projeci,a/or�he completion of this prolect bV ofhers wifhovt the prior wnften consent ot and appropriate compensation lo Modotive,InC. NO part�here0/shdll be rep�oduced,copied,adapied.published, soid,disirib�ted to othen o�otherwhe used wifhout ihe p'ior wntten conseni o/and oppropnote compensation�o Moda�ive, Inc.Copyiighf 0 ❑4 05.19.14 REVISED SUBMIT#4 �3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITTAL Ol.24.14 FORMAL SUBMITfAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITTAL SCALE DATE ASSHOWN 5/21/14 TREE AND TRENCH ASSESMENT CONTINUED v • v� '� �v�=aJ1 ��Z��e-��.�.� a�q �t,- 02, , ��:m� Tj2-2d a4 � ��...�i;:?!..;z �::=i��:�''�''}.4.`�� 4 �ZZ'�iC!�A- � TRASH KEYNOTES r+.�. ..�..o- �,''.,'- ' 1''`�. �+i-i4 t RECEIVED � ^ O �'�,..�1 �- t R (R) RECYCLING-Standard size �,, .F-:_,�r,, '� ��f��_ _,�,,,:.�.:..-...�-_. .<� MAY 21 2014 ��;., k ,�� .� N��,�, -�„i �s��e. Pl�� w� C�� V �` �,1" aT (T]TRASH-Sfandard size ~�- 'r�r $Y: . �_�......... ca��1 Ir� � n Y•�"^`'�"`' n L" I (0)ORGANICS-Standard size - - - - q- - `-��- - -�-- - - - -� - - J � I Y � S I LV E R O A K WAY I ADA RAMP WILL ALSO BE 2.d.5 O , ,�.y�, INSTALLED ON THE NORTHWEST v�� CORNER Of$ILVER OAK WAY/ � _ -. AREAD�fS�C� q 6 AREA DESIGNATED FOR FOOTHILL BLVD O TRASH COII�CTION. TRASH COILECTION._ __________________ ----- ----- ------------y�--� ---------------- --- _-------------------- _-- � -� _ �NO PARKI��G ON PICK-UP NO PARKING ON PICK-UP I"-�_� T`' �_� T` �_ � .,..: ��-� '� � DAY$ DAY$ ' � � .. � � �' 8-6 x 22-0' �-� I 8'6'X 22'-0' � � , 8 6'X 22'0' �'� I 8'6"X 22'-0" '� � 8'-b'X 22'-0' -� � �� STREET PARKING �'� STREET PARKING _�"�y r'T Y-lr,r� r------- --+-ar�eq v�,R�rr�-- =�I STREET PARKING �_�"� STREEi PARK�NG,�_�" ._ . . _ . �. � �-� � �'� O IrT1'R'R'R°R"R �R,iOrT�R,rOrT1'rR��T1L��T�'k,prT1 R,� _�'' � �_�-� - 2.4.2 _-- -- ��J ' � .._.--.«,-:._.�....,........,.. ....,...,�-...,- --, .,_. ., ....:,y.._...,... ,�..._.,-.__ .- _ - . . 2.34.1 . . �. . . - - f�y . . bY - � : . .. . � -_ �� , " . . .. . . . .. . 2.42 2.42 '�a . , . �n a 3 . . . 2 34.1 . SITE PLAN NOTES DIMENSIONS-ALL SITE DIMENSIONS ARE TO PROPERTY LINE,CENTERLINE OF STREEf,OR FACE OF CURB UNLESS NOTED OTHERwISE.ALL BUILDING DIMENSIONS ARE TO FINISH FACE �F.F.),FACE OF BLOCK(F.O.B.),OR FACE OF CONCREfE(F.O.C.)UNLESS NOTED OTHERWISE. LANDSCAPING-FOR SITE LANDSCAPING SEE LANDSCAPE PLANS. EXISiING TREES-EXISTING TREES TO BE DEMOLISHED. GRADING-VERIFY ALL ELEVATION CALL OUTS WITH GRADING PLAN. STORMWATER MANAGEMENT- FOR GRADING AND DRAINAGE SEE CIVIL PLANS. ..uw+.rit�s+•di�r.)�Y7A+.rA�Y'�'�>.�'�wic.:.�Nibi/VGr.l:f�-�e-A�Cfr�.YC-�1•cr�v-�ht-na.%-++.•ro.++- re...�nwe.Yasea..:.� �,..�. ,...,.u.... ..�s..:..nnm.�.. w�rst�+�+.J�r, .u.r..... ..�.a...-w...n....a.f..«�..v....se..q�+.«aam...wuF+.Mw�.a�a�a��was�r+.�sw. nia..+.uN�•+R?�ilt!'�aa1.»�-. �•�.�„� � � CORNER SIGHi TRIqNG�E �'- +�9 9 r 3'iAIL FENCE 3'TALL PLANiER WA�L o,�Q 3'TALL FENCE -_�___�_ N 89°40'00"E 154 27' ""3 �38,3 1-STORY DUPLEX , . ------ ' - -�------------ ------_�------.._ � - -----��:'-r"�;�.'^---�� -.�,.r...e�-a.e.--. .. ' ` � " - - '••GP ARDRAI!. " ' �2�4 I i DN 2.3d.3 ? � .2 34.1 . O _ ER CODE _' - , - � U .'�... _� . . ❑� i.34 1 � �24'-p'MIN. .� i � .°m � . . 3'TAII FENCE- °2 34 1 . ` �,� ��'� ......... �� . ___-___ -_________i . ____ �..... . " � _'_'1 BACK-Up � -:.-1 0� - _ WA'ER . . .'! . . . . . � 1 1 �3.2.� r � ' SPACE 2.E.1�� ., " � c� � FEATI.RE I . . ��. APPROX.IS'-0" � COURTYARD -- -------r-�-. ^W� � �3`TALL FEI�CE SETBACK 'r F.F.t383.15' ��-_ . .. ' ...- -..i..- ' '_"_"""' "'N'l ___ ' .. . . �� ..( - 1�2344 I 'QR �' ' HOME 1 � I DN D i 3.2.3i1 +378.85 ....... , �X �-'1 .:..... .... -/, .,�� Iz o �, SINGIE FAMIIY RESIDENCE -pA ; �2 q 2 � i < <„ i�- �" � BUILDING AREA:2,668 SF . , i, .;.�� . y.. ' � �E�PROPERTY WALL- � a� i �INCI.GARAGE� �� < i RESURFACEw/STUCCO � _ L � �12NEDGARAGE � - � �ONLY ON THE PROPERTY � � " -----f.f.ti387:6(i-----1 2-STORIES �"-J��) � �'�AIL FENCE ;. SIDE � .� � -I.1.2 o O'�Rp�w386.10' � BUILDING HEIGHi 25.5" I �'r•^� � r �2_34.1 ' �o x �-� � F.F.+384.85' I j2 3[4'_TYP__ � 3� � �N�RBAINING � ' 1 ��° _.-� `"°'�3.90• �`�_J� WORKSPACE 1 ; � ��..2.34., �� W,4LL _ � IIO��L ' � �_'_''^ ___� � - a ` 13.2° E�'L�DING WORKSPACE �1 � 2 34 1 4 � o ., � -- � . � - � � - GOURTYARD 1$'ORY�452SF '1 � -. � . . . I.1.2 �� 2.34.1�� - F.f.*383.85' 1� - . � SINGLE FAMILY RESIDENCE � �'Y ��`J � �' 3 Z 3 m pN F.F..380.85� '� . ' � � I.l 2 BUILDING AREA:2.690 SF ' 7" ==4.� `.`�. _ . a0 _ . ., . a �� Tb�3.2.3�.. 2.4.4 . a } 1 �INCL GARAGE) � Q� �...o. _ . . . . .^. . . ' �." � . I �� 3.2.3 �� 2-STORIES � `^ R�,T O .20 - �- �� 3 TAL'��. a �- ' BUILDINGHEIGHT21'-3" ---- --------------� � � 2.4.! 1 I L FENCE i t_.,. F.F.+383.35' � � I D DN PAD�382.30' � r" o R �-- HOME 2 � " O ,,. + I 3 2.3 i � IF o ' �� SINGLE FAMILY RESIDENCE � I s � r y _c �� y) � . � � 3 1 � � ATTl�LMfCfGARAGE � BUIIDING AREA�2 668 SF �� -V'i� ----------------------------------� �E�TREES i0 BE REMOVED �E)PROPERTY WALL-RESURFACE W/$TUCCO ONLY ON THE PROPERTY SIDE �N)RETAINING WALL Dr� __ LOyI (EJ TREES TO BE REMOVED `�� { _- f.F..384.50' ' _ Z � m � � -�'�PAD+3g3.60' '-'-1 IIN 2L5 ORRESGE) k-1.1.2 1 4 _ , � ��-. r � � �R � � � BUILDING HEIGHT 24'-8" � � ' �� J0 . _ D ---�;� 2<� I � ox F.E�383.00' � WORKSPACE2 , ' :2.34, m '� rn --------- , -, , �'-' , o �' Iz o ''�_� PAD+3g2.00' � ..3.2.8 DE7ACHED WORKSPACE �� / ^ ,F o i, ��/ �Z� ,' ..... A�KUIP�I.I.� � ��' � " BUILDINGAREA:452SF � � x Xy, ;. L__� � -- -- �� COURTYARD 1-$TORY � '� m � � ----- ------� -� ...... �SPACE �� F 3g2 F F 387 SG ��_` oo � I '� 1.12 . � . .. . .. . _ . _ o� 2.0.1 2.36.1 F � ar i 1 G DN 1I - - ,� j �� ATTACHED GARATai� � o'�2 3d 2 2.25.1 _ _ . F3.2.3 � . ��. �--- �FF.+384b4, 1 � z r . � I -� � PAD�&4�6 o Zi � Q� . . � . . rR' �I ' 3.2.3 2.34��.. r -� 4o t �--- I - -"'-�--'-------'--R�T O �� ___ o o �E-- 1.1.. i �2.4.I �' __ ` � , �3' �l FENCE � °R HOME 3 • �DN �N ' �N "'_" � � � 'oQ x -�- � ' -6°S --'-'- ��F.F.+3g,,.7 �� -� SINGLE fAMILY RESIDENCE - __ ,. E V PARK-Y �� - �-_,�.� � I !�o ATTACM�p.GAR1iGE � gUILDING AREA:2.668 SF � � � �K ±WAY; �.�u -.� _: ` X➢ . ..; ......,.. 1 �^='''FF.a383.W' i (WCLGARAGEI , �� y�.:.. . t� A 3 � _.i �P,z � `��'-----1 2-sroei�s i.i z i , � ' - '�� j � �, ; BUILDING HEIGHT 2a'-8" I O S C � �� ^� _--��,2 _ � � o x � � f.F.r383.00' � W RK PA E 3 � � � 2.s<.� :'/j ; 2.,. _ - _ �� ' L. IZ° ' � PAD+3g2.00' � 3.2.8 DETACHED WORKSPACE 1 1 .�,. � �/ ' .. ��__,�-- - � :�., � /�Z� ��o �' ' � � BUILDINGAREA:a52SF 1 I - �/ �(ISiING -'. . �z Bn�CKU'P� N �''' i _' _ Ol1R1YARD I-STORY �� ET6ACK.. y/ SIOEWALK _. L''_"'_' '__"_'� F.F.+380.50' �? � I SPACE � _ � . - F.F.t382.CO' 1 I �DEDICATION -- -;.� � o� �.2r�.� 1.12 _ 2.34.1� 11 ' o x 2.�a.2 2.2�.�, 32.3 �N � 11 . ,„,-:_ � `� z� 2.34.1 � � a� - . .. �- . . � � . � . , � �R �� b 3.2.3 o-. �➢ � R't p . . . . . .. . ° Pz ,, r-.�___ --- ------�--- x c � ---1 -1 32.3, 2.4.3 2.3a.2 �y� ; �.4.1 �o�� , HOME 4 � �DN- - D O'. - ' -� N _ � O 234.3 ' �Qx � . � _ �_ � � SINGLE FAMIIY RESIDENCE 1'3'TP,CLFENCE=Y� ?~�� v+ � � IZ 9 AiTACXEO GAg4GE' � BUILDING AREA:2,668$F � x� s� o - �Z �i: . .::-.-'. � ��_�,�f''d83.00 � �INCL GARAGE� � y . X�y 234.4 I II�___�PAD+382.40''___'1 2-STORIES 1.1.2 �+-�r ��;��,. �� I _- _ BUILDING HEIGHT 2a'-8" � �� .2 34� � , R - , ` ; F.F��3.00 , WORKSPACE 4 { � '. <x PAD+382.00' � 1 I - -- , . � L p_ � � 3 2 8 DEfACMED WORKSPACE � �_. � � :,�. _-��_. � � I�o �- { BUILDING nREA:411 SF �I 2 3a lµ ;�:Ti-=-' .. 24'-0"MIN.� '� i"� � OURNARD I-STORY I� - .1.2 � ,� ' :; -^-T-._ . , � - -- �- �BACK-UP �___ � O �.__�-__ ., - -- F.F.+382.G0' F.f.�380.50' �� r 234.1 --�„_-M.__•--.- ----------------'' . . � �_ --�� SPACE r �O � 2.3a i ." .g � � t<. .,� �- -� 2�� ---------------- � ,.,2 ;� J �� O ° �_� _ I DI R q _ i �225.1 3 2.3 � 3 2 3 = � --- _ i -+- ---- r, . � .� � ` ` , � 3.2 3 ,�«7 I �t ,a � I -�4i; �' `� HOME 5 , oN � O //�a 1 � (�o �_�" � SINGIE FAMIIY RESiDENCE �N 1;. " . � � O . �'•MI �/�i� /,�/�� /�/ �/� � � �__�`iTACME�G�AGE-'i BUiLDN S OR ESGE68 SF � 1 T3'TALL F�N3 E I�O 4..�� z /%3 � /�.� �/' / ) 1.12 1: C�[ ,/,x� '�Gs.��:%.:�/ll� , ni i �R � ; ew��iN�HeicHr�4-a.. i WORKSPACES �ii � °� �� i/ / / � Pa9 2.60' Y 1� -� O a x F.F.+383.00' s � q:' 26'-6 1 a" p, I � - � d IZ q �`� PAD+382.00' � DEiACNED WORKSPACE II �_ � O= . �%�'' ' � BACK-UP -�, � I E--3.2.8 BUIIDING AREA:411 SF �1 Zy �� 1_I S '�p SPAC � 1.1.2� �„a�,° . . ��. �/� � I 2201 � � I-STORY mn /�� z I.c_""'-- -------'� -- -- OORTYARD F.F..380.50' � -fi,i� r �i 1.1.2 ; 2�q�, .F.+ 200' � ...., .. '2_34.1 2.�,�� -_�F- _- r�- 'ii�/iT/ii ��j i ji j" R T O T� T O - _- A __ _ �__ __________ _� § "_3.23� / / � ' t �/ / �'��i,r%��/ i'�i;"Y-� �,�� y��i i �� . . ,�.. . ,� . t;�� /� ii!r/ i �•� ,ir� /.�" �/ /� �%� /6'%i�,'//i� %' �rr .�/ ��,r��.':/�' % ./y/ / i i // ri�rr.i ;,/�4.1 �// �.,//.i. �� -��/ �:,/.%�� ./ ,j� - ��. i:o., ;:i <i, �:i ;ii�j�., i. :�i r, .1.6„�i., , i ; ,s.3a.1 / /„�,�'t.�..-�.�.6,ii - I '�;/�, .�i.i��. //,. ,� r.i/� ;/�. ;'�� / �; / .i, .i. . �....,:��-;� ,�,: . ,�i. / /',i../�� i ,/, ,�,i i�. � i� �/. /�./ ,;.., , ;s;,.,',�.:<. /// ir, i.//._/ ,//r�'�71.,>-�� . � �� //��:;o., /„� .�� , ^ � ,_ ,� _� >',k� „ <,; ` c� ,.. / .,,.: I - - *3ao:oo �E�PROPERTY WALL-RESURFACE W/STUCCO ONLY ON THE I�)TR�ES TO PROPERTYSIDE BERErnQVED (N�RETAINING WALL A N 89°40'00"W 172.52' _(Ej TREES TO BE � RErnOVED � (E)PROPERTY WALL-RESURFACE 'I W/STUCCO ONLY ON THE-' PROPERTY SIDE � A IN)REiAINING T � O � r W I I I I I I I ` I � I I I I 1 I A 6 I I I I I i � �QY� I � rn r � Z I m 2.4 4 I I §u i "�U �xm I � 1-STORY RESIDENCE I i �; , � SITE PLAN l� 3/32"= 1'-0" PROPOSED PROJECT iNFO 1.SETBACKS fRONT YARD(FOOTHILL)-12'(AFTER DEDICATION� REAR YARD- 15' STREET SIDE(SILVER OAK)-10' INTERIOR SIDE- 10' 2. BUILDING SEPARATION- 7'-8 I/8"L Gorage end of Building 8'-9 1/8"�Cenfer of Building 10'-1 1 I/8"G Front of Building 4. HEIGHT RESiRICTIONS-2 S70RIES nnnXlnnUnn 30'-0" S. PARKING DWEILINGUNIT- 2COVERED/DU 10'X20'PARKING STALLS WORKSPACE- 1/250 SO.FT 1 UNCOVERED GUEST/CG 5 rs 8.5'X IS'PARKING STALIS GUESTSPACE- I PER DWELLING INCLUDING 1 ADA VAN ACCESSIBIE PARKING STALL 5 @ 8.5'X18'PARKING STALLS ON STREET- S DESIGNATED GUEST SPACES TOTAL COVERED: 12 PARKING STALLS TOTAL UNCOVERED: 10 PARKING STALLS PARKIN6 BASEO ON FEHR AND PEERS'S 1RAFFIC AND►ARKING STUDY. 5.WORKSPACE EMPLOYEE PROJECTION 0 EMPLOYEES/WORKSPACE 6. BUILDING AREA Homes I-5 First Floor Areo:1,754 SQ.FT. Living Areo:872 Sc;.Fl. Garoge:a48 SQ.FT. WoACSpace:(I-3)�452 SO.FT.�aSS)�411 SO.Ff. Second Floor Nea:1,348 SQ.FT. Total Living Area:2,220 SQ.FT. (NOt inClud ng Goroge or workspace) Home6 First Floor Aiea.7.271 SQ.Ff. Living Area:813 SQ.FT. Garage:458 50.FT. Second Floor Area:1.419 SO_FT. Totaf Living Areo:2,232 SQ.FT. �NOt including Garage) KEYNOTES Div.1-GENERAI REQUIREMENTS 1.1.2 LINE OF BUILDING/BALCONY ABOVE SEE FLOOR PLANS 1.1.5 VAN ACCESSIBLE 96" MINIMUN WIDTH AND 98" HIGH CLEARANCE 1.1.6 ADA PATHWAY 48"MINIMUM WIDE PATHWAY. 1.1.7 ADA COMPLIANT PAVERS DECORATIVE ADA COMPLIANT PAVERS PER SPEC. 1.1.8 ADA VERiICAI PLATFORM LIFT AMERIGLIDE HERCULES II 600 OR SIMILAR. VERIFY SPECIFICATION WITH ARCHITECT. Div.2-OFF-SITE CONSTRUCTION 2.4.1 WATER METER INSTALLATION AND CLEARANCES PER MANUF. SPECS. VERIFY LOCATION ON PLUMBING SITE PLAN. 2.4.2 PUBLIC IMPROVEMENTS SEE LANDSCAPE PLANS. 2.4.3 DEDICATED AREA OUTDOOR SHARED SPACE. 2.4.4 CLASS II BICYCLE PARKING BICYLCE RACK 2.4.5 LADDER STRIPED CROSSWALK PER CITY STANDARDS Div.2-ON-SITE CONSTRUCiION 2.20.1 ELECTRIC METER MIN. 125 AMP SERVICE. WATERPROOF METAL CONTAINER FLUSH MOUNT.PAINT TO MATCH ADJACENT WALL.SEE ELECTRICAL PLANS. INSTALLATION AND CLEARANCES PER MANUF.SPECS.VERIFY LOCATION ON ELECTRIC SITE PLAN. 2.25.1 GAS METER INSTALLATION AND CLEARANCES PER MANUF. SPECS. VERIFY LOCATION ON PLUMBING SITE PLAN. 2.34.1 PLANTER/PLANTING AREA SEE LANDSCAPE PLANS FOR DETAILS. 2.34.2 PERMEABIE PAVERS SEE LANDSCAPE PLANS FOR DETAILS. 2.34.3 PERMEABIE DECORATIVE PAVING DRIVEWAY FOR SAWCUT PATTERN & DETAILS SEE LANDSCAPE/CIVIL PIANS. 2.34.4 DRIVEWAY PAVER STRIPS FOR SAWCUT PATTERN R DETAILS SEE LANDSCAPE/CIVIL PIANS. Dlv.3-CONCRETE _'__"'--_-_ ___... 3.2.3 POROUS ASHPALT PAVEMENT FOR SAWCUT PATTERN & DETAILS SEE LANDSCAPE/CIVIL PLANS. 3.2.8 PERMEABLE CONCREfE PATIO PAVERS FOR SAWCUT PATTERN & DETAILS SEE LANDSCAPE/CIVIL PLANS. tiue Design Develop Build 2633 Lincoln Bfvd.#610 Santa Monica,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info@modative.<om W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUO 10121 N Foothill Blvd. Cuperfino.CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California COfpOfp110f1 KEY PLAN �'�- i W 6 L-r-�J 2w t--r-,J 3w 4 4w Lr-LJ Sw nll ideas,designs,arrangements ond Wons indicated or repesenled by ihis diowing are owned by ond the property of Modative,InC.and are wlely ta use on ihe spea(ied projecf and shall no�be used on o�her pro�ects, or�or oddifions to fhis pro�eci,w for the completion o�ihis prqect by ofhers wdhovifhe prior wntfen consenf o(and app�opriate compensation�o Modotive,Inc. No poA fhereot shall be reproduced,copied,adapted,published, sold,distribu�ed to oihers or orherwise used wifhout fhe pnor writien conseni o/and appropnafe compensofion to Modalive. Inc.Copyrighf 0 ❑4 05.19.14 REVISED SUBMIT#4 03 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITTAL 01.24.14 FORMAL SUBMITfAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITTAL SCALE DATE ASSHOWN 5/21/14 SITE PLAN ...�+`. ,t., ��;�Iv'c=`'��'-�1 ._ - - L.-yv 1 �( -c'� � ,�P_z� ' . 3 ,-'-''_:;•a i r _,�i/)��# ��j�,�� , . . ...._��'�.. , ..,..,. TRASH KEYNOTES '`�_�`�� .:-�,- 1 � �^�^a��j�► � R (R)RECYCLING-Standard size 1. a l 2�14 -� � ��-- M AY 2 ��k..Y , ,..�,_k::.-� •�� ..,R�rA �' �•��' �,r=wr �y��+s '��' . �i a (T)TRASH-Standard size .Z�� .c �� .,,.-ucr�'r+fl 3�` - � , -; , _�...v--. S . . ,.rv,.'�'��-.. l:..� � •�-�-e.-�°°'°"'�---`-- --"" ` ir �; ! � '� (0)ORGANICS-Standard size ♦ � - �yN� °�{�,�1a� - - - - - - - �E - SILVER OAK WAY - - - - ADA RAMP WILL ALSO BE 2?•5 � �1_�S � 1 y� + _ y_�,.ras��.� � INSTALLED ON THE NORTHWEST � �r� �U�i � .�s"-'` �( CORNER OF SILVER OAK WAY( � ��M� ' +I ..� y�4�� SHDFSIGNn7E�FOR . � ARE�DESIGNATED FOR C�PP Q � Coll.EtipN. -'' �� T�4SH COLLECTION. _ _ __ `S ` � FOOTNILL BLVD O { � -• _ �'F-�__ -- -- -�' RKIN%ON PICK-UP NO PNIiKING ON PICK-UP � -_ - - -- -- --------------�_------ ------------ _-------- ,....,�...„,.,,. _ ( ----- 86_� �_'__ � _ � . . �-_---�_ ; 8'-6'7(22-0' ' NO PA � -�_ ' -- '----' -�i �_'-- � ,-_ .. .. ✓ �-� �'�' X22'-0 � 8'b"Xn'-0" '� � � DAYS y ' ' DAY$ � I _ - - �s 8'-6 X 22'-0" � -------r'- l -- 8'-6"X 22'-0" ' . .- .� STREET PARKING �_�"� j STREET PARKING_�_�"� r Y-l�'lf-lr'R�� ,�.�t ,��•��""��1 r 1 r_-T�$Y�q pA��R^RI�'�-�- �� STREEf PARKING_� �"� STREEi PARKING � .. . . .. . .,. I � �_� ��LR��1L�d-�i'�` L R��lrt��R�rOrTl�R�'1�T1��rCfi'T�`J�1�T1�R� _�- _ -� - 2.4.2 - - � � � -� -� - . _ .. .. . . __ ,.� �.- ...,ti ar�+,.ru+�r �,yr.a a� sr•� . . . . , � �.. i ., ... � . � . . . .. . . _ . .� . _ . . . � , .: .: . .: . . ., -,. . .. . . . . . �� ,� . �.`. _ - �� . .. . �. .. .. �. .. ... . .: ..�` . . . .. . _ ., . �� .� . . . ._ . .. . _ . . . 2.4.2 2.4.2 ��_ . . §a;T . . . . 2 34 I .. y r., �,,.�.. _� SITE PLAN NOTES DIMENSIONS-ALL SITE DIMENSIONS ARE TO PROPERTY LINE,CENTERLINE OF STREET,OR FACE OF CURB UNLESS NOTED OTHERWISE.ALL BUIIDING DIMENSIONS ARE TO FINISH FACE (F.F.).FACE OF BLOCK(F.O.B.),OR FACE OF CONCRETE(F.O.C.)UNLESS NOTED OTHERWISE. LANDSCAPING-FOR SITE LANDSCAPING SEE LANDSCAPE PLANS. EXISTING TREES-EXISTING TREES TO BE DEMOLISHED. GRADING-VERIFY ALL ELEVATION CALL OUTS WITH GRADING PLAN. STORMWATER MANAGEMENT- FOR GRADING AND DRAINAGE SEE CIVIL PLANS. I ... .. _ .: .. .� ., : : ... .. : .. ... .. _ ... .. ... .. .. � . .. . < , „ �... u< . wr.r_....... :..<.�<..-..n!rr•..:-.A.w.a:..a:+M+we.w�.a.wcr,arwi.a-<xnw.,an�rrt��a-n��+�.-;-m.«�.<.<a,sr.:�.�w...-,�..:,....,_�am<,..-ee�_.�en....:.......s... .�..,.�....,:,.,....:,:��e...�.:.,r ...::....:......<<.-..,r... .,..... �._......,,,.:..�,wm... ,ra.,..i.u.. .... ..-».. .*...en.w�.,«.txl,.....w,.r....w.;.,•..r.«,... . ....,.ST.xn..+ CO_ �"` � RhER51GH17RIANGLE � 3'TALL FEr�CE 3'TALL PLANTER WALL a p Q �iA�L FENCE - --___ � +389.99 N 89°40'00"E 154.27' ""3 `381.� '-- .. ., ------- -----___--_-__-. _ -�---__.�,_►.,� _ ._-_._-_------ ------ - -- - - � " � ? � � �GUARDRAIL- . . � � pN 2.34.3 } -�.3a.1 U � - PERCODE� � .. - . �� 2 3a_1 ; �� . ; °a 2.34.1 ---------- . 3'TALL FENCEI � _ . � � ,%%� � .....-.-....:-__, �24'-(7'MIN. � � _- _ i�_-____�_ _; � 2.341� ��/ f._ � ('�I.1 2 3.2.p r-`1 BACK-UP�� ,�Q� � � ??I� WA URE 1 . . . . -.� I . 0 � 2 d� .�� 3'TALL FENCE APPROX.1�-0" �� COURTYAR�-I-- � SPACE, I _ _ SETBACK ( F.F.+383.15'r�- -�_ ---__--�_-.-� . ' '-� � FE T ' ---------� ' #� � � I?34.4 i... �o'�, i I - � -3 � I Q x �- ' HOME 1 � 1 DN D 3.2.3 378.85 .-_-- �r...,...,...�.. 1 -� � I�z o �-�; SINGLE FAMILY RESIDENGE �� 2A2 �E�PROPERTY WAII- . - I �; I i.a-° �" � BUILDING AREA'2,668 SF ` �� . �� `� RESURFACE W/STUCCO � =I L� �AitA�CHED GARAGE �iNCL GARnGE) 1 � � . y� N ONLY ON iHE PRCPERTY : -I��2 '-- 1 2 STORIES � . � --f.f.�-387-.BP----- r-�>>�= '�',TALL FENCE * SI�E - I I �o ��e�D�386.10 gUiLDING HEIGHT 25'-S' �. � �+'^'�_ . � E..�� I �a �' � F.F+3 8 4 8 5' I y 2 3/_4"T Y P._ I � � 4, 2.3a.1� � � '� lao ',� PnD+3g3.80' � .� � � WORKSPACE 1 � I �_�2.34.1 t'// E i �N)RETAINING � � � Q '"' WA` , � �i �y a _i" � ��H3.2.3� DETACHED WORKSPACE �� - � 2.34.1� �- � �I � BUILDING AREA:452 SF I . � . HOME 6 I ' �-`=-'-�-- --------� F ,�--- couRrvnR� � I-STORY . �. �. � t 2.20.1 � � 1.1.� �a� 7.3<.1 � � F.f.t383:85' 1� �� . F.f.i380.85' SINGLE FAMILY RESIDENCE � 3.2.3 ia DN �i , ��2 �I BUILDING AREP,:2.690 SF I 2.25 1 . . . . _ � �I .. a -<, ..' �1 (INCL GARAGE� � � �. ^ .�.. . . . � � 11 § 3 2.3 2.4.4 - �1 2-STORIES � R T O . .;D. . . . a. . . a 32.3 gUILDING HEIGHT 21'-3�' ---- --------------� . �,.�,..- � '2_<_� `_ 1 �3TALLFENCE F.F.+383.35� 1 I DN DN PAD+382.30� � r �� `'� ; HOME 2 � 32.3 1-STORYDUPLEX I i ox '�� _ I � r � � - - � I IZ Q ' SINGtE FAMIIY RESIDENCE �N � � X f � � � ... ,.�-...+..:.. .- 3 1 � � '�°- AR/�ClfEO"iiARAGE � BUILDING AREA:2,668$F � � `� y` T � . '... ,� . .. � _. ; i ---`pAD.383560' ----1 (IN 2S ORR SGE, �E--1.1.2 1��' � v ��V ➢ --`-- ° 15-0" � � � � SEfBACK � ' �- ; BUILDING HEIGH7 24.8'. � � .. . J0 � � ' �o -� , , WORKSPACE 2 ,� O ° � '-'�%�r�24.t x - F.F.+383.00' 2.34.1 rt, ` Z �--"-'-""- ' N � L zq _� PA0+382.00' I z y rn � .� o y 1 � .� < "�'-� � I 3.�.8 DETACMED WORKSPACE 1� - � � g�-� � � ; �-� �Z� 4'-0"MIN��'- '�� =i" � � BUILDING AREA:452 SF � .�� . � b I �. �=__ "� � BA K-UP "� " - - � . m �-�� N A, � --., -.�- couRnnRO i-sroer _ ' i SPACE 2 2�, 2.3a.1 F.F.�382.00' F.F.+380.50' �� , o p I 1.1.2 ' �E__ 1 DN 1 .. .� qTTACHED GARA �1 1 � �.225.1 3.2.3 �� .' i-. , . - . F--'-"F.F.+384.84�i 1 � � . . R , �1 � 32.3 2.34.1' _� � � � �D3�8�1:65 °�-ZI 1 I R �i T O � � . a , : %o t �----- --------------- � �'� �I Z (EJ TREES TO BE REMOVED �E�PROPERTY WALL-RESURFACE w/STUCCO ONLY ON iHE- PROPERTY SIDE (N)REfAINING WALL (EJ TREES TO BE REMOVED _ . , - _� o�1 IF-�t;l.t.z i �2�.a�.� ��-�_ � DN �'� � � �G x �'� � D� -- ----'---__ i i p- � �,U F.F.+3g3.70'' 2.2C I J . . I .... � I�o ARACH�j1.GAAAGE � �, . �. ..,.. I �"'�� FF.+383.0�� i _ - � A 3 zzs� �� ` � --- -�+�2e�-----i •1.1.2 % � I �`` '�' m� � I Qx _� • _'_ I � ' N I I¢� �' " � '� ��,� ,y° � �� w D �24'-0"MI.I.1. s Z � r. BA K-UP �_'�'�'_ "_'__"� -- _ '_`x � I SPACE �"o � 2.20.1 ______---� I 25.1 ` - ' � i R T O � H:_: � r.�_^", ---�-----�----- 2.34� xj � ,.2a1 jI,',� ', '�i _ -_ �..2.34.3 i �I�R �- _ � F <x T- �� s � � I�4 ATfACHED GAgAG� � _ �- �-� . • . . . � �N� �-�'383 00 } .. -��-x'�=�k�� <➢ '2.34.4 ' 1 '� PAD.38240_'_'_i _ _ ; � �_-`_---- i ' � Qx �'� � �➢ � L � ��]; Iz o ° � ��o � x C 24'-0`MIN.��2 � �- � �2.34.1 ca C, �BACK-UP � - �"_'___'_" ___'_'__� �SPACE ' �zo i` �➢ , z2si . . . ,. ��_ _'_"_'__� � � �- � � � � � 24.1 J - . � �� z �_1.8 , -_ _ - -. � � o x � -��+ %i / /9 1 t I�O �_�� ' . ..� r � I '^� _�- � , /'r� � � � � � -�ATTACXED GARAGE � ��i/�/�i�� .,_ .. � ..... I --_�Ff 4383.00.---1 ,j,. ��'/iu�`-/G-'�/`-�`'� ; . � °� Pq6 t3�2.60 � � . �/_`"'i /-i��. 26'-6 1 4" �p'� `� �� .� BACK-UP IZ Q �- ��j' �� "A SPAC j 11.2-� -�� J'c-'_��° m n "0 22G.� i � .�.' � Z ��________ �__��J L� '�.. .{-��-r7-�� _ �� R i�07 i2 T O 2.�5... _ __ +390.01 �E)PROPERTY WALL-RESURFACE �E)TREES TO W/$TUCCO ONLY ON THE gE REMOVED PROPERTY SIDE �N)RETAINING WALL � N 89°40'00"W 172.52' HOME3 SINGIE FAMIIY RESIDENCE BUILDING AREA:2,668 SF (INCL GARAGE� 2-$TORIE$ BUILDING HEIGHT 24'-8" F.F.*383.00' PAD�382�00� 1.1 2 a--�3.,.2 J.3� HOME 4 SINGLE fAMIIY RESIDENCE BUILDWG AREA:2,668 SF (INCL.GARAGE) 2-STORIES BUILDING HEIGHT 24'-8" F.F.+383.00' P�.O�382.00' � � HOME 5 SINGIE FAMILY RESIDENCE BUILDING AREA:2,668 SF �INCL GARnGE) 2-STORIES BUILDING HEIGHT 2a'-8" F.F.+383.00' PAD i382-JO- - �--- "-2-�E ��s; ��/ //ii�. i�,/�///��,��!� � �-�-3�1- _�E)TREES TO BE ,�_ RErnOVED § N Y U X a �E)PROPERTY WALL-RESURFACE p m W/STUCCOONLY ON THE d H . PROPERTY SIDE Q �N)RETAINING WALL �1 � �DN -DN !.�2 i � WORKSPACE 3 � 3.2.b DETACHED WORKS►ACE � BUILDING AREA:452 Sf fOURTYARD I-STORY F.F..382.00' F.f.+380.50' �3' LL FENCE � 32.3 .. r-g-0''`' � E PARK-, 1� e.f- � �K WAV� 1 � 1 � -#a-ry_-" � : i 1 I .� .2.34.1.� ,. .; � i 1 I �' � EXIS��-1 1 I QBAGK� pP�ALK �� .pEpICA110N ,' u { . i11 �. ':,..�-,° � 11 §�32.3�. M1 J ,DN D 3.2.3 . _� n-�w�.,..�� I�3'TALC FENLE � tiz ''�`' , ; WORKSPACE 4 �� 23a� � � 32.8 DEfACHED WONKSPACE � _ � � / � BUILDING AREA:41 I SF �I � . % OUR7YARD I-$TORY 1� -. ^ r� F F.�382.00' F.F..3&�.SG' �I �1. . , f I I L ,..>:Ym:,�:`/ O � y §� 3.2.3 U ✓ , -�_�-3.2.3� � �DN I e J i i _DN 1, �;3'TALI FENCE I 1.12 �-}-r-; 2.34.1 � WORKSPACE 5 �� 4 � OETACHED WORKSPACE Ij - - �- I 3.2.8 BUILDtNG AREA:411 SF �I � - I-STORY � ! � � URTYARD F.F.�380.50' . . F.f.�382.P� � p.�........:.... ---j� ---------- -� § 3.2.3'. _i . i � /�� '�234.1 .1 1 7 I 1 6 j/ �,i. //.. /�i..�i i{-l�'i. ' /��i.i i ,./�ii/;i� . 1-STORY RESIDENCE Fi+ "u. i - i-,<- �2.34.1 O O d �� b�+ Oa_�� €Y LL �}� f Z�. � I I I I T I O O I� r r I W ` I 0 I I I � I I I I I I I � rn I � ➢ Z Im 2.d.4 I I I � I , � ALTERNATE SITE PLAN �l ��; . 3/32"= 1'-0" PROPOSED PROJECT INFO 1.SETBACKS FRONT YARD(FOOTHILL)-17(AFfER DEDICATION) REAR YARD- I S' STREET SIDE(SILVER OAK)-10' INTERIOR SIDE- 10' 2. BUILDING SEPARATION- 7'-8 1!8"Q Garage end of Building 8'-9 1/8"�a Center of Building 10'-1 1 1/8"�Front of Building 4. HEIGHT RESTRICTIONS-2 STORIES MAXInnUM 30'-0" S. PARKING W IN NIT- V R D ELL G V 2 CO E ED/DU 10'X20'PARKING STALIS ��, WORKSPACE- 7/250SQ.FT 1 UNCOVERED GUEST/CG INCIUDING 1 ADA VAN ACCESSIBLE PARKING$TAIL 5 a'8.5'XIS'PARKING$TALLS GUEST SPACE- 2 FOR ENTIRE PROJEC7 2'3^8.5'XI8'PARKING STALLS ON STREET- 5�ESIGNATED GUEST SPACES TOTAL COVERED: 12 PARKING STALLS T07AL UNCOVERED: 7 PARKING STALLS iARKING BASED ON FEHR AND iEERS'S7RAfFIC AND PARKING SNOY. 5.WORKSPACE EMPLOYEE PROJECTION J EMPLOYEES/WORKSPACE 6.BUILDING AREA Home I-5 Fkst Fba nieo:1,75a SQ.Ff. Livinq Area:872 SQ.F7. Gcrage.aab S�.FT. WorksPace:�l-3)�452 SQ.Ff.�485��411 SQ.FT. Second Floa Nea:1,348 SQ.Ff. Total Living Area:2,220 SQ.FT. �NOt including Goroge a workspace� Home 6 first Floor Area:1,271 SQ.FT. Living Area:813 SQ.FT. Garage:458 SQ.Ff. Second FborArea:1,419 SO.FT. Total Living Area:2,232 SQ.FT. �Not including Garage) KEYNOTES Div.1-GENERAI REQUIREMENiS 1.1.2 LINE OF BUILDING/BALCONY ABOVE SEE FLOOR PLANS 1.1.5 VAN ACCESSIBLE 96" MINIMUN WIDTH AND 98" HIGH CLEARANCE 1.1.6 ADA PATHWAY 48"MINIMUM WIDE PATHWAY. 1.1.7 ADA COMPLIANT PAVERS DECORATIVE ADA COMPLIANT PAVERS PER SPEC. 1.1.8 ADA VERTICAL PLATFORM LIFT AMERIGLIDE HERCULES II 600 OR SIMILAR. VERIFY$PECIFICATION WITH ARCHITECT. Dtv.2-OFF-SITE CONSTRUCTION 2.4.1 WATER METER INSTALLATION AND CLEARANCES PER MANUF. SPECS. VERIFY LOCATION ON PLUMBING SITE PLAN. 2.4.2 PUBLIC IMPROVEMENTS SEE LANDSCAPE PLANS. 2.4.3 DEDICATED AREA OUTDOOR SHARED SPACE. 2.4.4 CLASS II BICYCLE PARKING BICYLCE RACK 2.4.5 LADDER STRIPED CROSSWALK PER CITY STANDARDS Div.2-ON-SITE CONSTRUCTION 2.20.1 ELECTRIC METER MIN. 125 AMP SERVICE. WATERPROOF METAL CONTAINER FLUSH MOUNT.PAINT TO MATCH ADJACENT WALL.SEE ELECTRICAL PLANS. INSTALLATION AND CLEARANCES PER MANUF.SPECS.VERIFY LOCATION ON ELECTRIC SITE PLAN. 2.25.1 GAS MEfER INSTALLATION AND CLEARANCES PER MANUF. SPECS. VERIFY LOCATION ON PLUMBING SITE PLAN. 2.34.1 PLANTER/PLANTING AREA SEE LANDSCAPE PLANS FOR DETAILS. 2.34.2 PERMEABLE PAVERS SEE LANDSCAPE PLANS FOR DETAILS. 2.34.3 PERMEABLE DECORATIVE PAVING DRIVEWAY FOR SAWCUT PATTERN & DETAILS SEE LANDSCAPE/CIVIL PLANS. 2.34.4 DRIVEWAY PAVER STRIPS FOR SAWCUT PATTERN 8 DETAILS SEE LANDSCAPE/CIVIL PLANS. Dlv.3-CONCRETE 3.2.3 POROUS ASHPALT PAVEMENi FOR SAWCUT PATTERN 8. DETAILS SEE LANDSCAPE/CIVIL PLANS. 3.2.8 PERMEABLE CONCRETE PATIO PAVERS FOR SAWCUT PATTERN 8 DETAILS SEE LANDSCAPE/CIVIL PLANS. �iue Design Develop Build 2633 Lincoln Bfvd.#610 Santa Monica,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info(a?modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothiil Blvd. Cupertino,CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporation KEY PLAN Q �W 6 �-� 2W �J 3w 4 4w QSw All ideos,designs,arrangemen}s ond plans indicated a represenled Dy fhis drawing are owned by and�he properiy o� Modative,Inc.and are soley for use on the specified projecf ond shall not be used on oiher prOjecfs, or�or oddifions to fhis projecf,or for�he comple}ion o/this projeci by o�hers withouf ihe p�ior wntten consenf of and appropriate compensation to h�odo�ive.Inc. No poA thereof sno11 be reproduced,copied,adapted.published, sold,distnbuted to ofhers o�otherwise�sed wiihoui the p.ior wntien consen�of and appropiiote compensation to Modotive. Inc Copyrighl m 4� 05.19.14 REVISED SUBMIT#4 �3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITfAL SCALE DATE ASSHOWN 5/21/14 ALTERNATE SITE PLAN ■ � oua �,. SSMN •P9 PO a rr+c�o �F>>m�ni ' �,. ..�qE NAZHAND DOC#20699649 APN 342-32-149 TRACT NO. 4823 WESTRIDGE VILLAGE ..�,z LOT 69 PLOSHAY DOC#15657841 APN 342•32-148 iN 89°4D'00"W 300.76)(A��BJ R8M BASIS OF BEARiNGS SILVER OAK WAY Yn��9 I I I� I;� I:° I` I 3f0�6 . � 0 �, TO BE DEMOLISHED 1. BUIIDING EXISTING STRUCTURE TO BE DEMOLISHED 2.TREES EXISTING ALL SIX TREES ON SITE TO BE DEMOLISHEO: ' TREE A- 16"MONTEREY PINE ' TREE B- 21"MONTEREY PINE TREE C-23"MONTEREY PINE TREE D-25"MONTEREY PINE TREE E- 14"MONTEREY PINE 3.SITE ALL EXISTING CONCRETE AND ASPHALTTO BE REMOVED. 3iB 9] DIB t6 - p J]B.61 � �4cr.:3�r^l.a�'1w�.��M�� 61' � is n :,�. - _ 2-2oi 4--��Tih-2o 14-�� .:ie.': . . � �� D p 7.oi f-�2� ,qSA-Zfl��-- .,>. :�:�:: .. ,'�.`^,'y ''f,,;�Y a��Y1�� L :.i:.1 + , ,�"r i,�, '��..�.os�,oi��EG,.c:,.....� ��/v�T�"' ., � ,n _ �....:��_,#�.��. - . . , ��r:.:� :�,.. � , t �� :� ; 4—�.z—Z.��- � : . .t.,; ;r•Sc r,•� `1°��. .. �''..r " . .<�a s.. . �o..s.....n.�:... .ii.:: �,'�.. :�:S •c;r:: �'_zo_2a r4 ;:�;•r�j . •.} �\ _,,. : , �..-.....•e:�-�.-�...r.,..�...-........,.. faw;.' ��`,�:.•- ";�ri� � ,�..• ��:��"� , � :4� . ��::. 1 `N�'.t" �:"% t y_-_...._-.�..�_.,..�.d.��. 'Ef.�": ;� 4 ` ~,. t',:c.•z. ;'�...,.t.;; ' � ;>�;.�_ � J • .� i,o� � m �. ..��s i.p.r_ �� J ,;t ..s ....w—.-..w..« -r..,.,_..�_aa....-�...,r.«.�..,,a,,.�.. ;4 m,��`�::: � �- _ .�,,..� �_�_;:r,.. I A,�{��` , 0 Y ��. ]19M 0 �� x�1�;�.��;� :t:�': '-:1. :EA'O BE :areos `7 �SFiED L, �,Q:�.�`.'��,:.. ,,�':.�:�;��;,';•+ i= ,`; .? �.: X. .... ��, _ .,:� �.,�✓� i i,;%1: '.YN. _.�,�.; +� ':.3i:; ;.;i;= I V o .ti�. 'I•.o➢jt;,�4��" �AY.:..•:y?: I, >, �,.:, <; o �,. p'. iS': ,. :�o, �4:v I��- � �410+. �1`��0. - _ vc '-:vtips=';'- <vf,�rt iStivS:;" #1 �,�, :'�';':.'1. s� �„J°0„\� �� 1�w+� �,R� � � W 3�9 9J � .�m � DEMOLITION PLAN �l 3/32"= 1'-0" �iue Design Develop Build 2633 Lincoln Btid.#610 Santa Monica,CA 90405 P: 310.526.78Z6 F: 310.526.7681 E: into�a modative.com W:www.modative.com PROJECT NO 12-014 � FOOTHILL BLVD PUD 10121 N Foothill Blvd. Cuperfino,CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporation KEY PLAN SILVER O.�+K WAY Q �W 6 I--•---,J 2w � � Q m 3w < 0 4 4w Q sW All ideos,designs,arrangements and plons indicafed or repesen�ed by this drawing ore owned by and the properfy ot Modative,Inc.ond are soley tor�se on the specified poject and shad not be used on ofher projecis, or�or oddiiions to this prqect,w tor ihe completion ot/his project by olhers wilhovi the prior wriffen consenf ot and appropriote compensafion fo Modofive,Inc. No paA thereo�shall be reproduced,copied.adapted.published, sold,dsinbufed to oihers or olherwise vsed wifhout ihe pio�wniten conzeni o(and appropnote compensation to Modotive, Inc.Copyrighf� �4 05.19.14 REVISED SUBMIT#4 �3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITTAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITfAL SCALE DATE ASSHOWN 5/21l14 DEMOLITION PLAN .,. . . � :'� ` �� MAY � � ��14 � 4'L SQ R 70 s4(� L 1,348 SQ FT i 41 sq ft 42 sq ff M 1,348 SQ FT a i sq n 42 sq ft N 1,348 SQ FT 41 Sq�f 42 sq ft 0 ; 1,348 SQ FT ' 41 sq ft 42 sq ft P 1,348 SQ FT 41 Sq fi .•; . I SECOND FLOOR AREA CALCULATIONS 2� 3/32"= 1'-0" w,a aw.•-.., r "sxu.= -°—:sdeer warc� �ri aew• .r-..,. ,.. Z-�,o 1�--al,-�M—�al�-ai� B D P-2�14-02 /lir4-2.o14-oZ ��.�2��'�.s��:r'��• --- '-=�f "� ^�. '� a.��z.-�_._ - ►L�/��'�g .+yy±:��_;s.''«�.� . � �, �� ' � �'' . , � .`. '_ �-l'vz��4 " � :;�: �t r-" v9 y .. .. �.Jt rg�,,s,.t,,., S Z�—2��4' s�'a�, 4�t'�• ♦• ,-,... ..... _ _.. . . .. ..+. a t ��!4�,�.�,., ..��.�. _.,.�.,.......__._.._-��.._.�.,�,.,, t i ._ .. . -., .�.1 � - _ � �� ;�. - _ Y� �- �� . � �- �, � �` x� �..> ... . � . � - �,.,-._1;340 Sq H , . F 1,271 SQ FT �. - � �.` � . � r' �'LL "�<°>° � �,;.��p'�►V.'y�'ir'^!� �, � L' � { 4 ,F,. i i� ��@ �, t �: .� . �� " ; l.209 sq ti..'s '� _ * ; e _ � uk § .� i :�:,.� �� a +� �' �- _ f.� �_ ;�_ _ :. �� OPEN SPACE CALCULATIONS PRIVATE OPEN SPACE UNIT 1-1,231 SQ.FT. UNIT 4-685 SQ.FT. UNIT 2-926 SQ.Ff. UNiT 5-790 SQ.FT. UNIT 3-933 SQ.FT. UNIT 6-1,344 SQ.FT. iOTAI PRIVATE OPEN SPACE•5,909 SQ.F7. iOTAI PUlUC OPEN SPACE•1,209 5a.fT. DECKSPACE UNIT 1-1 1 1 SQ.FT. UNIT 4-83$Q.FT. UNIT 2-83 SQ.FT. UNIT 5-83 SQ.FT. UNIT 3-83 SQ.FT. UNIT 6-83 SQ.FT. TOTAI PRIVATE OPEN SPACE-526 SQ.FT. TOTAL PROJECT OPEN SPACE-7,644 SQ.FT. =-w�.«w.�.-.o-;�r.,,:�.s..a.Fn.... _. „�. ,.«-,w.j..a.....y..,m.:�.r..,e.. � � $�`..' . . . . 324 s4 ft� . -. .�`._. FLOOR AREA CALCULATIONS �INCL.GARAGE AND WORKSPACE) ZONE A-1,320 SQ.FT ZONE G-452 SQ.FT ZONE B- 1,320 SQ.FT ZONE H-452 SQ.FT ZONE C-1,320 SQ.FT ZONE I- 452 SQ.FT ZONE D-I,320 SQ.FT ZONE J-411 SQ.FT ZONE E- 1,320 SQ.FT ZONE K-411 SQ.FT ZONE F- 1,271 SQ.FT T07A1 FIRSi fIOOR AREA-10,049 S�.FT ZONE L- 1,348 SQ.FT ZONE M-1,348 SQ.FT ZONE N- 1,348 SQ.FT ZONE O-1.348 SQ.FT ZONE P- 1,348 SQ.FT ZONE Q-1,419 SQ.FT TO1Al SECOND FtOOA AREA-8,159 SQ.FT TOTAL PROJECT fLOOR AREA-18,208 SQ.FT A / .._.� ��..� 1,320 SQ FT y.,h� '�G sa�sq n, - 452 SQ FT _ �� , �66034ft- . . .. .' . �..�". «�� y..,� . .. . .. . . .. .. . . .. . . «n«.,:.--K. a:....w....;. .�w,.:.,�....:�..� ; 259 sq M 4 H .y+� 452 SQ FT y`,� �� _ ,.-._.4,snr,-�-a.w aa:;' � C � -: . /1,320 SQ FT - . - .. _ I v 258 sq ft. , 452 SQ FT - ,� .675 Sq R . ". w....wx��.,,u_�. D 1,320 SQ FT � . ".. ..�'�� . - �..��. ..\ `., ".. . .. . _ _.-_.444 sq ft '.s:_ ' .. / � \ 'zd'Q tt�`.''. J 41 1 SQ FT / \ .. .,- _ � .. \ E / ��>. _ � :� 1,320 SQ FT ,. - y� . K zae:q rr` ~� 41 1 SQ FT .. ...� .. .. .. ...�Sd2 tq tt �..__�_...._ \v,v.-..�.�--a.a,_-as-�rt:.7, ;�..._.F_ �.... ._ ,. ... _ �.. ,•: . I FIRST FLOOR AREA CALCULATIONS l� 3/32„= 1'0" �iue Design Develop Build 2633 Lincoln BNd.#610 Santa Monica,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothill Blvd. Cupertino,CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporation KEY PLAN Q �W 6 �--rzJ 2W Q3w I—.---�J aw QSw All ideos,designs,a�ongemenis ond p7ans indicafed or represenfed by ihis drawing a�e owned by and ihe properiy ot Modative,Inc.and are sdely tq use on fhe specified qqect and shall nof be used on other projecis, or/or addi�ions to fhis project,or tor ihe completion o�fhis project by ofhers wilhovl the priOr wnffen consenl o/and appropriate compensation to Modotive,Inc. No poA thCreof sholl be �eproduced,copied,adapted,published, sold,dsinb�ted to orhers or oiherwBe�sed wiihovi ihe pnor wntten consent of ond oppropriate compensotion to Modative, Inc.Copyrighf� �4 05.19.14 REVISED SUBMIT#4 ❑3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITfAL SCALE DATE AS SHOWN 5/21/14 FLOOR AREA DIAGRAMS ;� U BI KE STALL '��°\ MAY 2 l: 2014 .� -.d�_ GREY SMOOTH STUCCO �� _, 1` � �� : � ' %a t �,.'��. � �� .��; �}� ,�. .( ;�`� h'fi. '��,.�"�. x a�� M: �- rs �� ....:..r�` �.�. �„°- `�. � � Z-2.�,t�--ol ,fiM—tio�4—o I, a �i'�P—�'t4—�2,A��—2�r4��z, ? A��' ----��,-�,-�� ,� ' - "`�'� ' - - : � .}-1Z-?�0�" e: �» .. ,; F<r Y�:°.S►al7+� . 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"� �� ;} ' ��' � r«�. � �,�, � t. . , , '.�r. $�A�� .. �� 3`�� , s. . . .: + �^'`� � . �� - �. s . �_ ,ffi„�+,. �,.�� a r �� °,� �u�� ,vT4 T�11� �„'� �� . a�� " s�E, � e r.r.. �aY,, �'� • � ,� � �� ,. �, �. , �'�%�,�,� �.s `�9 ��` �� ,��` .;� .. . »,,,�,�' '.� . � � :s �. ; �� ,�_� �� s. . � ,.ro � �� , A,, . .A ,a ,�.;�: 5� �� .� � iZ, 4--D� ROPOSED: INTEGRATED SMOOTH FINISH CONCRETE WALLS `�{�e. \ ` � I Y � � � � +��1IU�! � � � � � �'� � ��. i �. � £ . t _ � � . ., r _.. �� , - �r ,��E 1 , � �, ,��' -� � `�� -� ;. , a � ,„ „ x ,..' �.� x.> � �r ' r � E, . ,.» ,�—x:,a,�., - =�*..�c..�.*.�.�.,�..<::.r�a.:.. ._. ��.�.�.,.r.eu+rn��!¢.:::�r� �._::�...w�a �, �...w `F_i�' _1�� 1 � �� .' i �,� ` .� +. ` ' ` ��* , �d1�- `��'� : ' . , .__ —--'�c � �.-�: `� . R / �� ,. �\ � {��I c .,�,� --.�. � �` �' '�'� .� Y�=_�� '' � � �. � � � Ij ,�� I ' �$ _'� q J '��'+' . . � r ��i��=�b"� .. . . o t � "�+��r ��`a.. ^�a'�'�r�=""' �� ,. � n�'- g�"g s� y�� V' � _ �. ��"� . � °'�6'. ',E y. �qryj ;� ��, � �� ' � * � � �" � ;ar,.+�„ �:,� �" �;°�+%�,�,�' �,� ^ � � �� v<,. a� : i � '" � . �r �� . � �F� � � � � �iue Design Develop Build 2633 Lincoln BNd.#610 Santa Monica,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothill Blvd. Cuperfino,CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporation KEY PLAN � ,W 6 Q 2W L—r—LJ 3w 4 4w L�---LJ 5w All ideos,designs,arrongemenfs ond plons indicated or repesenfed by this d�awing are owned by and the properry of MOCIOfivE,InC.OnCI OIE SOIPIy(q VSE On fhB speci�ied projeci and shall nof be used on other projec�s, or!or oddilions to fhis project,or�w fhe completion o�this project by o�hers wilhout fhe pnor writfen consent o/and appropriofe compensation fo Modative,Inc. No paA fhereot shall be reproduced,copied,adapted,published, sold,disinbuted io others or otherwise used withoui ihe prior wnifen conseni o(and appropnate compensation to Modative. Inc.Copyrigh�m �4 05.19.14 REVISED SUBMIT#4 03 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAL 01.24.14 FORMAL SUBMITfAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PIANNING STUDY SESSION SUBMITfAL SCALE DATE ASSHOWN 5/21/14 MATERIAL STUDY y _�.�*��., .. � , �` .�� MAY 21 2�14 B�• DECK 'A 7 �� - -. -._.�.._ i DECK I i e°xe-r I 9050 FT. I O MASTER BEDROOM 15'3"z 19'-10" 302 SO.FT. ❑� w N~ tn J� M U MASTER BATH �s•-v�x s�-i a� i 25 so.�. � � .-�;yc. -il"x3'- - ' 2o so.�. 'Z�-ZOl�'��j 11�il��14-a �, � �'� '�P 1014'� 14s�"��i� ..r�Y: -� + a8 �4~�v�'`� � -------_�------/--_�i�-_«____-� _. � �� `�� i .a..r_�_.. F. . �s�..:� M•'A7 --------- -- _,=:. _.,,w,=_... � . . . : ✓ '� � . �-„�.a'��l;Y7,':ts Y`• „r..�.... �Q�Yv�,y.:...��'3�°.-° �� . �,. CL. U � --- -- - - 2`i�"3'-r� LAUNDRY s so.�. s�-s�X r-m � W.f.C. �e so.�r. � 8._�..X�.�.. � 53 SQ.FT. I W/D i DECK V � BATH Ol BED Ol BED Ol I i i,-3°x i r-r� i r-a•X i i�-r 126 SQ.FT. 126 SQ.FT. � Q n n� -------------------------PROPERTY LINE------__—__.-----______.___._____---.------- KEYNOTES Div.2-ON-SITE CONSTRUCTION 2.34.1 PLANTER/PLANTING AREA SEE LANDSCAPE PLANS FOR DETAILS. : � � HOME 1 SECOND LEVEL PLAN n 1 4,� - ��-0�� PROPERTY LINE -- -- - - ------ ------ -- --- -- --- -- / --�--'---------------�--------�-------- -.,:.... �.� �,�---- _. � .. ..._._ . ..._. ._.. ....�.. � ...� .� �� : ; , _ ,. � � � ''— �-- � . J " \_ `�'_�� . .:,. . z. , . . � _ _ � . : . �,. �. ;. _ . � . . � � _ _ ,. .. .. :. .. .� �, .. � � _ . ` � v, ! _ _ � V �. �� FLOOR PLAN NOTES A. DIMENSIONS-ALL DIMENSIONS ARE TO FACE OF STUD(F.O.S.�,FACE OF BLOCK(F.O.B.�,OR FACE OF CONCRETE(F.O.C.�UNLESS NOTED OTHERWISE. B. WALL TYPES- 1 A SEE SHEET A10.0 C. SPRINKLERS-BUILDING IS SPRINKLERED THROUGHOUT."FIRE SPRINKLERS ARE BY DEFERRED SUBMITTAL AND APPROVED BY THE SANTA CLARA COUNTY FIRE DEPARTMENT." D. STRUCTURAL-FRAMING MEMBERS AND FOUNDATION LAYOUT SHOWN IN FLOOR PLANS ARE FOR REFERENCE ONLY. REFER TO STRUCTURAL FRAMING AND FOUNDATION PLANS FOR ACTUAL FRAMING SIZES, DIRECTIONS,FOUNDATION SIZES AND SPECIFICATIONS. E. MECHANICAI-HVAC DUCTS AND EQUIPMENT SHOWN IN FLOOR PLANS ARE FOR REFERENCE ONLY.REFER TO MECHANICAL PLANS FOR ACTUAL DUCT SIZES AND LOCATIONS. F. DOORS-FOR DOOR SCHEDULE SEE SHEET A5.0 FOR HOME A&8,AND SHEET A5.1 FOR HOME C. G. WINDOWS-FOR WINDOW SCHEDULE SEE SHEET A5.2 FOR HOMES A&B,AND SHEET A5.3 FOR HOME C. H. DECK SLOPE-ALL SLOPING TO DRAINAGE TO SLOPE A MINIMUM 1/4"PER 1'-0". I. SMOKE DETECTORS-FOR LOCATIONS SEE I REFLECTED CEILING PLANS. �;:. ,., ,:, ... .:- '7��a T1'i.t�%i: - . . :.�. .c . ... � 4` ..- .. .... . � . . . � .. . . � . ... - � ,. ._ ..., . �-.b. . � ; ,.� .� .- ��.. . y .- . .�.�-v ... -., .. . . � ! . l. Y:- .:.. .., � ,.:. , .. . .. � . _ .. .. . . .. .. �. .. . �.L y J..L�. 1� �,.�- �':.y y~�v V... . J.. �a ..'r -i. .s . . '. ... r ,r � . . .. �. . . .. . .. .. . .. L y �f. . .Y. .. .. _ ,. .. .. .. v .. .. �.` �� ..: --, v .: v v �� .:. .y .�. 'r .�, �... � . . ..: -� :.`. . ; .. , . , .� v r V. , w .. ... .o ... v .. .r V. .. . y� ' W .✓ j.�! ,.L a .�` _. '..' 2.34.1 . . . " `.. .� _ �,�, . : . . . - . , 2.34.1 . - ,� u' ., .� ..`.. . � ..`��µ u�. ` 2.34.1 .. .,1 w` _ ,�` ` w .. . � � �:... - :. .. ... ..- .,., .r w , . . . ... . � ... , .. . '3. .., .�. i. »._. _ v,. ,;. W. � — .y „ � .� �v .. .. , .. . , .. -. v ... �. �- .. v y- �y .. .. ... .. .. J- ... � v � v `\ .:... .: �. .:, -.;.� �' .. ..�.M->.r._iil� '� v .: .: �: : .i . .: .. . . �.. . �� . - �. .a. Y .� a. a .. -a. �. 1 ,. V. � �✓ W 1�.: �. :.. . . .. y%v y. .V .. � ��`__ _____—_—��. ..^.: � � �� . .!Z. .1A .�1�.. _ .v, . `a, 4 v� V�✓ .. ��. . .,v ♦ .� .. . . . V u � 1• ♦ ,v�w . � v... +�� .�J.y.. �L W�. .. .. ...V. � y W W� �~.✓v ,v.r w v.J v v �.:, ` \ ,+�..-- �� "-—_-<. -. .. . . :�. "" . � . . ' , .. � . � . . - . � .�. ,: _. .. .. w ,.. - .. ,.. ..� ,.. ... ... ... ... .. .. `, ' I �. J. s;. • _.y�.! �` .. I � / w� � ` � , < _ -1 ;; ,. , � � j;. I � .'.� • w`� j} � .. ...i v. `i . _ . � � 1 _ , _ w .. .� ,.�" . .. . "� . ' . � > V . V . y.� ' �,w � � I . I . I , . . . ' . ,. :. � ,. .�. .�- w %t. �_ . �_ � .. �.� ..- � ...v . ..v _ . �\ I I � WATER i . . i: � _ i . � � .. 1- -- -- - --- - --- - -�- - ---- - - - - -- i --= - - ----�` -� - -- =- -- -- - -- - - - - ---- -- - - --- ---- ----- - FEATURE I * � \ I � � '� SHOE RACK/SEATING � \\� ___�_—� ;�. � ;� �'�_` � C.L C.L I �� ; � � ,\ . 2'-6"x 4..5,. 2'-6"x 4'-g� / I DN DN \ I � ��, 4'-6'x5'-S' 11 SQ.FT. 11 SQ.FT. � � �c�v �� '�,` PANTRY 2a sc�.FT. ENTRY � � \1 flX� � - 3'-i'zl'-11" �IP � � � z o �, � �� so.�r. ----� � I I �o � / � �� DN I "n� \ � I J,i' I _ \ a. `.�'v v i' . i � i ��-� � 8��,,i �' � i i:: .� _�., _'.. � � /� �� CLR. z 60"MIN.CLR.� � ° ° L=- — � --�--// -- ------ . , .. ! � �_; , �� Z � "� _ " y v W v°_ DINING t' 1'_6" - �" ' , _ , : '" � � �` _ - _ - -- - — --------------- O �j, � _ ?- i2-rXis�-� . • � ET � I ' �� I KITCHEN iesso.�r. '. .' -',-�-- ADA ��Y � 5 / I � - . y v_. � y � � , 13,_3„x 13'-10" � --�-�:•-±-� {--��. a0 � � ' � ��_ teaSO.Fr. - BATF�ROOM -, /�� -t � _ _ ' _ � � ` � \ � r ' � � � UVING t.t_'T�. �.t__. _\"^@�-0" �i I48"MIN.CLR U ' .�.. W,�v - - 1 i '� ) � CLOSET ��o �� 1 �,` J 16'-2-x 13'-7' ��-.rt{-+��, . 88 S O.F7� � ' ' �`� � -' _ � � I oX � � '�_ zz2 so.�r ��_r.�,-�. 'z � � � ` _ s � z o \ 1. ��±_{__�.��: b � i � .. � , 2.34.1 � i � � '' ;_�_,__�__; I r� �o� � i �- � ._i_i � ! 60"MIN. � I �. " .. y . , � I `n-� � i , -� F '' I CLR. � � V 4 _w`� _� � � � i � +- - ..- � ., � � ,- - � ; � � 4 w � � .; i� _-�7 � � � ��-+-� - _ _ _ , , ; ' - : ~ ' _ v <„ ._ - - - ------ -- --- - _ _ _ _� - - - - - � ., � � �- � � - -- - ----- --- � � -' .. . ° ., , �� I i� i - }--- ._: . I .`. w .:. � �. . � � � _ ' y , � � . .. . ... . ., . .f.._� ..:... . . . � V�`'�w-'v� � _ � � . . WORKSPACE � I .. _ .. � \� � � , 2.34.1 . _ . .. � � �_` � , . . . .,- � .. � � : � 18'-O'x 13.1„ 1 � , �� 1 _ . .. � .. .. _ � � Y. .- I �' I�- � - n PATIO . . 236 SQ.FT. I . �co ��_ ; ' � COURTYARD 5-✓:- ,.. � .,.�,,. � :: � L�J I �r-.;. ti. .,,, , ,.>...:, r;, ;. �?� � ,'� , ❑� I � ., z;o ' .�- i � . � . � , , ,': , I � I �- N� � � '- ' � � . - , . ... .,.. ,��.:... :., ,..,,, . . .. ` .� .. .. _ - _. . ` � ,-+ +`1 -i -'.,_. I I � I Q-� � � N" -*-_ i_:_._. ; - � � � ° � ,. ` . � _ ii � ; � . . _ : ..` _ _ � _ �-t- : 1 , , _. �. � - � . _ � ,-- , _ _ . . _ � � ^------- --�=------=------------' ---------- ---------------- ------------��:.�.:>�,�-�.:..:-=�i------- -------------- --- ► ; . ,� + ` : � � .� .. .9 .� . ,;- �,�.. . :„, ::,,, „ , :;„ -_ , ; � • I PROPERTY LINE I HOME 1 FIRST LEVEL PLAN 1 ,�a° _ �'-o„ �iue Design Develop Build 2633 Lincoln BHd.#610 Santa Monka,CA 90405 P: 310.526.7826 F: 310.526.7681 E: in(o@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothill Blvd. Cupertino,CA 95014 Owner:Foothill Auio Service& Detail,Inc.,a California Corporation KEY PLAN � 6 l_�=-�J 2w �.--��J 3w 4 4w Q5 5 w � All ideos,designs,anangemenis ond plons indicated or rep�esented by ihis drowing ore owned by ond the property of nnodative,Inc.and are sdety for use on 1he specified project ond sholl noi be used on other projecis, or lor oddi�ions to fhis projecf,or lor ihe completion o�fhis project by ofhers wifhouf the pnor wri�len consenf ot and appropriate compensation to Modotive,Inc. No part fhereo�sholl be reproduced,copied,adapied.published, sold,distributed fo oihen or otherwise used withouf fhe pior wnifen conseni o�and oppropriate compensotion to Modative. Inc.Copyrighf m �4 05.19.14 REVISED SUBMIT#4 �3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITTAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITTAL SCALE DATE AS SHOWN 5/21/14 HOME 1 F►RST 8� SECOND LEVEL FLOOR PLANS C��D � MA,� 2 � Z014 , � , ��r�.�� _, _ �w... �14 �1;��h—�ti�l4—o� � ��,,.,,.:�._.a Z _ � 1 � 1�� i _?�p14--0�-� q�'O`?.�1�4"O�ZI ��•�V�i��..�;:�.,a.�.-.'sr.`a ar+:..:...��lJ�� C�i`:s::�::�i=.."+'v; > � � �}j f� .�'.� , �'1/�i��j�1 \ �:s.� t�•-r::�1 y�.!Ar�:�:'.V:�* '��at.:...i:rs*:,-ia.�e+�ar+ . � j�.:bi d .�••r, . � w, � �� s—?,a-2�1� � ,,��t. �`�.�? .:'�'` < K... .. ... ._�,,. .. ..� __ .... `� 4 � .. ' •'�'` � _ ...._.,....._..,,...._.�..+..+✓rrora.a►a � . �1 .i: : <«�:.*`..•&' ti ROOF PLAN NOTES H. SIZING Of DRAINAGE SYSTEM-SIZE THE ROOF DRAINAGE SYSTEM SHALL BE IN ACCORDANCE WITH 2O13 CPC.SYSTEM SHALL BE DESIGNEO FOR A MINIMUM RAIN INTENSITY OF 3"PER HOUR. ROOF DRAINS,LEADERS,AND VERTICAL RAINWATER PIPING SHALL BE A MINIMUM OF 3" IN DIAMETER(2,147SQUARE FEET) HORIZONTAL RAINWATER PIPING s'�1/8"PER FOOT SLOPE SHALL BE A MINIMUM OF 3"IN DIAMETER(1,096 SQUARE FEET) HORIZONTAL RAINWATER GUTTERS s"�1/16"PER FOOT SLOPE SHALL BE A MINIMUM OF 5"IN DIAMETER(834 SQUARE FEET) I. ROOF DRAINAGE-IS NOT PERMITfED TO FLOW OVER PUBLIC PROPERTY. ROOF PLAN NOTES A. DIMENSIONS-ALL DIMENSIONS ARE TO FACE OF STUD(F.O.S.),FACE OF BLOCK(F.O.B.�,OR FACE OF CONCRETE(F.O.C.)UNLESS NOTED OTHERWISE. B. C. D. E. F. G. T.O.P-THE DATUM POINT FOR T.O.P IS THE FIRST LEVEL FINISHED FLOOR OF THE UNIT. ROOF SLOPE-ALL SLOPING TO DRAINAGE TO SLOPE A MINIMUM 1/4"PER 1'-0". SPRINKLERS-BUILDING IS SPRINKLERED THROUGHOUT ROOFING-ALL ROOFING SHALL BE INSTALLED PER MANUFACTURES SPECS TO CREATE A CLASS A,B,OR C FIRE-RETARDANT ROOF. DRAINS-THE ROOF DRAIN AND OVERFLOW DRAIN MUST BE INDEPENDENT LINES TO A YARD BOX OR OTHER POINT OF DISCHARGE. OVERFLOW DRAINS-SHALL HAVE SAME SIZE AS PRIMARY ROOF DRAINS ANO SHALL BE INSTALLED WITH THE INLET FLOW INE LOCATED A MINIMUM OF 2"SBOVE THE LOW POINT OF THE ROOF. FLOOR PLAN NOTES A. B. C. D. i i E. F. G. H. I. DIMENSIONS-ALL DIMENSIONS ARE TO FACE OF STUD(F.O.S.),FACE OF BLOCK(F.O.B.),OR FACE OF CONCRETE(F.O.C.�UNLESS NOTED OTHERWISE. WALL TYPES- 1 A SEE SHEET A10.0 SPRINKLERS-BUILDING IS SPRINKLERED THROUGHOUT."FIRE SPRINKLERS ARE BY DEFERRED SUBMITTAL AND APPROVED BY THE SANTA CLARA COUNTY FIRE DEPARTMENT." STRUCiURAI-FRAMING MEMBERS AND FOUNDATION LAYOUT SHOWN IN FLOOR PLANS ARE FOR REFERENCE ONLY. REfER TO STRUCTURAL FRAMING AND FOUNDATION PLANS FOR ACTUAL FRAMING SIZES, DIRECTIONS,FOUNDATION SIZES AND SPECIFICATIONS. MECHANICAL-HVAC DUCTS AND EQUIPMENT SHOWN IN FLOOR PLANS ARE FOR REFERENCE ONLY.REFER TO MECHANICAL PLANS FOR ACTUAL DUCT SIZES AND LOCATIONS. DOORS-FOR DOOR SCHEDULE SEE SHEET ' A5.0 FOR HOME A&8,AND SHEET A5.1 FOR HOME C. WINDOWS-FOR WINDOW SCHEDULE SEE SHEET A5.2 FOR HOMES A&B,AND SHEET A5.3 FOR HOME C. DECK SLOPE-AlL SLOPING TO DRAINAGE TO SLOPE A MINIMUM 1/4"PER 1'-0". SMOKE DETECTORS-FOR LOCATIONS SEE REFLECTED CEILING PLANS. PROPERTY LINE � �,=``,_`` �` �� .\ .` . .\ .\ . ♦ � �` �` ♦\ ♦\ ♦ ♦ ♦ � \ \ � � \ \ \ \ n \ � PARAPET � � BELOW a � � �'�,a PITCHED � � n O ROOF `� ,� IJ �IN \I �I � � PITCHED � � ROOF � � PITCHED � � ��_ ROOF I I SLOPE � � I � � 4 u, Q u, �?I LL, i i ^a ^� ^� I I u p u p n'p \� \� \;H � � v v PARAPET I I ROOF BELOW � � � � I � � � � � � � � � � � � � � � � � � � � � � � � � PROPERTY LINE ---------------- � - � -T �1 \�a ■ � � � HOME 1 ROOF LEVEL PLAN n 1/4" = 1'-0„ �iue Design Develop Build 2633 Lmcoln Blvd.#610 Santa Monica,CA 90405 P: 310.526.7826 f: 310.526.7681 E: info�a modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothili Blvd. Cupertino.CA 95014 Owner.Foothill Auto ServiCe& Detail,Inc.,a California Corporation KEY PLAN �� 6 L�—�J 2w Q3w 4 4w L�--�J 5w All ideos,designs,arrangemeMS ond plans incFCated w represenled by this d/awing are owned by ond Ihe properiy of Modafive,Inc.ond aie solely/or use on ihe speci�ied projeci ond sholl nof be used on other projecis, or tor additions to fhis project,o�/w ihe completion of ihis project by ofhers wilhovf the pnor wniten consenl ol and appropriafe compenso}ion to Modofive,Inc. No poA fhereot shall be reproduced,copied,adopted,published, sold,disiributed to otners or othe/wise used wifhout fhe prior wntten consent ot and appropnaie compensofion to Modotive, Inc.Copyrighi� Q 05.19.14 REVISED SUBMIT#4 Q 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITTAL SCALE DATF ASSHOWN 5/21/14 HOME 1 ROOF LEVEL PLAN ; _ ,� �JT�11�:��►�� PROPERTY LINE PROPERTY LINE ��, � SHOE RACK/SEATING . �- - - - -� - ` , -.- C.L C.L. � �- -_�,I � \ � _�,` . 2�6,.X 4._5.."2.6,.X 4,5.. � � � -� ` 4_6.�x5`r ------ i i sa.�r. i i so.�r. ENTRY �b � '� PANTRY 2asa.�r. � ��. �X\ . ��_ i 3�-T'x�'-��" UP � Z O \ � �- 7 SQ.Ff. I �o � / � � �n� � i' � i �, I \ � ',i i I � /� � � ,�'�! � � DINING O i--------r`-------7------------------------- 12'T'x l3.�„ �� KITCHEN i�sp_�. � i ��- � 13'3"z 13'-10' � � � �-_ I 184SO.FT. I / \ ' ` � � LIVING f I�O // � I '�__ � 16'-7'x I 3•_7• Q x � � '�, zzz so.�r. L __ ° ' � . — Zq � . ;�O� .\ ' /, 'vn-j � 1 i_ / � � ,�"� �'�,�� _� - . � � '�—�� , � - - - - - - - _ _, `� � -� _ _ - - - - - 2.34.1 -� � � � , -� ' _ �� . _. I -�_` �> PATIO L � �- �� t. �� -� �, Q x _�, �" , �� ', _. � � � , �_ ;, � .... o � . _ ,.s��-�. . , �� •�� _—'� ' , � ° � -L�a l�--a j�`dh�-��4"'��. , _ y , ,,— �, � �'--2,o�4-a2 .. _ � � � �; �------�---�---�=------------------ � ---------- -=----�------ ° = '- ---�q�4"��?-1��,��--��!�--�-- PROPERTY LINE RF �O�'�� ` > .. 4 � y �� 1� •"�S�-��'�t�`A°k'+�''"':fi-�:?::t i.�tJ 4 ��'�0 � �tld!.� ge.� ir�. <�-: ,►�..�:r;_r;<.u�'.��;J,� MAY 21 2014 �` � �..�.,, ,r� -.�`t S—�—�l� . ._. �__>„..� .... ._ .._ .. ,y.-:�c.�s� BY� — � ., . � y ;� 4 � jy� .. (t.. .•.�N w.. ..t+.,._.,. .._ a ' ` � � ; ..z_. � �. w l, � t... .. --- ..... , w ._a+w.• KEYNOTES Div.2-ON-SITE CONSTRUCTION 2.34.1 PLANTER/PIANTfNG AREA SEE LANDSCAPE PLANS FOR DETAILS. FLOOR PLAN NOTES I A. DIMENSIONS-ALL DIMENSIONS ARE TO FACE OF STUD(F.O.S.),FACE OF BLOCK(F.O.B.),OR FACE OF CONCRETE(F.O.C.)UNLESS NOTED OTHERWISE. B. WALL TYPES- 1 A SEE SHEET A10.0 C. SPRINKLERS- BUILDING IS SPRINKLERED THROUGHOUT."FIRE SPRINKLERS ARE BY DEFERRED SUBMITTAL AND APPROVED BY THE SANTA CIARA COUNTY FIRE DEPARTMENT." D. STRUCTURAL-FRAMING MEMBERS AND FOUNDATION LAYOUT SHOWN IN FLOOR PLANS ARE FOR REfERENCE ONLY. REFER TO STRUCTURAL FRAMING AND FOUNDATION PLANS FOR ACTUAL FRAMING SIZES, DIRECTIONS,FOUNDATION SIZES AND SPECIFICATIONS. E. MECHANICAI-HVAC DUCTS AND EQUIPMENT SHOWN IN FLOOR PLANS ARE FOR REFERENCE ONLY.REFER TO MECHANICAL PLANS FOR ACTUAL DUCT SIZES AND LOCATIONS. F. DOORS-FOR DOOR SCHEDULE SEE SHEET A5.0 FOR HOME A&B,AND SHEET A5.1 FOR HOME C. G. WINDOWS-FOR WINDOW SCHEDUIE SEE SHEET A5.2 FOR HOMES A&B,AND SHEET A5.3 FOR HOME C. H. DECK SLOPE-ALL SLOPING TO DRAINAGE TO ! SLOPE A MINIMUM 1/4"PER 1'-0". I. SMOKE DETECTORS-FOR LOCATIONS SEE REFLECTED CEILING PLANS. I HOMES 2-5 SECOND LEVEL PLAN 2 1/4" = 1'-0" ---; � �i � I � DN DN � � I I � I � 1 1 � I �---�� 1 � �L .��. � ...�- ..," 'r_ _. �F i � i I ( � I � I � I I �� J � � COU�D �%�� -- -i ,/'• •� � �� r �� '�• •�:� .•� �� 60"MIN. CLR. /60"MIN.CLR� I�I v_ ..".. _ W . �: I Y � 1 v,. . ... .. ... ...��y I ET v ., .. .. v � � 5.. / � -..W � �W.. . r 1� 1 T.�� I _ _ w W�' ' � 48"MIN.CLR U �� i �- ± Y " t 1 � � `v 2.34.1 _ S. 1 I 1 � o I ... � _ ��. 1 M I ' � r � � WORKSPACE � 18'-0"x 13'-I" 236$Q.FT. � � ..�.. Y., � � ._ .� ' ��W � � J �, ; �VVW W- l I � I .. " _ ' + 1 .,�, + ' I ��` v I � � _ W, _ v _, � ! i � �. Y _. _�W..�� 1j � � . ., ., � + � I ,. , ° `, , 1� �I ' �I 'f -- ►•; . I HOMES 2-5 FIRST LEVEL PLAN 1� ��4., _ �_�.. �iue Design Develop Build 2633 Lincoln BNd.#610 Santa Monica,CA 90405 P: 310.526.78Z6 F: 310.526.7681 E: info@modative.com W:www.modative.com PROIECT NO 12-014 FOOTHILI BLVD PUD 10121 N Foothill Blvd. Cupertino,CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporaiion KEY PLAN �—LJ 1 w 6 � � _;;, ■ � I—.—=�J All ideas,designs,arrongements ond plans indicated or represenfed by this drawing are owned by ond ihe p�operiy oi Modotive,Inc.and a�e solely lor use on fhe speci/ied qqeci and shall nof be used on ofher projects, or for atlditions to this projeci,or�or ihe completion of this project by ofhers wilhouf ihe pnw writien consenf o/and appropriofe compensation to Modofive,Inc. No poA fhereo�sholl be reproducetl,copied.adapfed,pubfished. sold,distribufed fo ofhers o�otherwise�sed wiihoui ihe pnor wntien consent o/and oppropriate compensation to Modative, Inc.Copyrighl0 �4 05.19.14 REVISED SUBMIT#4 �3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAL 01.24.14 FORMAL SUBMITfAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITfAL SCALE DATE ASSHOWN 5/21/14 HOMES 2-5 FIRST 8� SECOND LEVEL FLOOR PLANS ..._---��g�� ,�. '�-�`°°" MAY 21. 2014 ,�,�r. 3 � < � - ....+..o...��Y��-,J�M_�l��. ?,a14--o2 �5��?��4 �t �P- �4- ��.+ yv b � �i Y i M n �y��:�lec..a3�ilAtf:�+�.'r'+ �, 9!,r;!•3c'�c'�r,`�:'C:t1�M'i' ' �"� �--z2-Z� `'� , �� . :�•�� +PdA�W:��i..J ivs:w. t?,��.i�•..7:i�.:....�i.•..,=:r'= ' t:ia .r 5 Zo-�►,- � ��°�, '�:''`'`-'�`''_. �.�.�,�._�: � . ...,,,,,.-....,.�..._..,_.�...._— ?�..Y� � i �. �`�ty+�i��F::� �„__....._��...- -- �~.:rE.`r.ilt::a,�_,y'�r � ' � _.....� �. PROPERTY LINE PARAPET BEIOw PITCHED ROOF PITCHED PARAPET � ��6��=�•.p•� ROOF ROOF SLOPE O O ' w ' w �a �d 11 Q II Q V h `S h � � ROOF PLAN NOTES H. SIZING OF DRAINAGE SYSTEM-SIZE THE ROOF DRAINAGE SYSTEM SHALL BE IN ACCORDANCE WITH 2O13 CPC.SYSTEM SHALL BE DESIGNED FOR A MINIMUM RAIN INTENSITY OF 3"PER HOUR. ROOF DRAINS.LEADERS,AND VERTICAL RAINWATER PIPING SHALL BE A MINIMUM OF 3" IN DIAMETER(2,147 SQUARE FEET) HORIZONTAL RAINWATER PIPING�1/8"PER FOOT SLOPE SHALL BE A MINIMUM OF 3"IN DIAMETER�1,096 SQUARE FEET) HORIZONTAL RAINWATER GUTTERS�1/16"PER FOOT SLOPE SHALL BE A MINIMUM OF S"IN DIAMETER(834 SQUARE FEET) I. ROOf DRAINAGE-IS NOT PERMITfED TO FLOW OVER PUBLIC PROPERTY. I----------------------------------------------------------PROPERTY LINE -------------------------------------- ROOF PLAN NOTES A. DIMENSIONS-ALL DIMENSIONS ARE TO FACE OF STUD�F.O.S.�,FACE OF BLOCK(F.O.B.),OR FACE OF CONCRETE(F.O.C.)UNLESS NOTED OTHERWISE. B. T.O.P-THE DATUM POINT FOR T.O.P IS THE FIRST LEVEI FINISHED FLOOR OF THE UNIT. C. ROOF SLOPE-ALL SLOPING TO DRAINAGE TO SLOPE A MINIMUM 1/4"PER 1'-0". D. SPRINKLERS-BUILDING IS SPRINKLERED THROUGHOUT E. ROOFING-ALL ROOFING SHALL BE INSTALLED PER MANUFACTURES SPECS TO CREATE A CLASS A,B,OR C FIRE-RETARDANT ROOF. F. DRAINS-THE ROOF DRAIN AND OVERFLOW DRAIN MUST BE INDEPENDENT LINES TO A YARD BOX OR OTHER POINT OF DISCHARGE. G. OVERFLOW DRAINS-SHALL HAVE SAME SIZE AS PRIMARY ROOF DRAINS AND SHALL BE INSTALLED WITH THE INLET FLOW INE LOCATEO A MINIMUM OF 7'SBOVE THE LOW POINT OF THE ROOF. FLOOR PLAN NOTES A. DIMENSIONS-ALL DIMENSIONS ARE TO FACE OF STUD(F.O.S.�,FACE OF BLOCK(F.O.B.),OR FACE OF CONCRETE(F.O.C.)UNLESS NOTED OTHERWISE. B. WALL TYPES- 1 A SEE SHEET A10.0 C. SPRINKLERS-BUILDING IS SPRINKLERED THROUGHOUT."FIRE SPRINKLERS ARE BY DEFERRED SUBMITTAL AND APPROVED BY THE SANTA CLARA COUNTY FIRE DEPARTMENT." D. STRUCTURAL-FRAMING MEMBERS AND FOUNDATION LAYOUT SHOWN IN FLOOR PLANS ARE FOR REFERENCE ONIY.REFER TO STRUCTURAL FRAMING AND FOUNDATION PLANS FOR ACTUAL FRAMING SIZES, DIRECTIONS,FOUNDATION SIZES AND SPECIFICATIONS. E. MECHANICAL-HVAC DUCTS AND EQUIPMENT SHOWN IN FLOOR PLANS ARE FOR REFERENCE ' ONLY.REFER TO MECHANICAL PLANS FOR ACTUAL DUCT SIZES AND LOCATIONS. F. DOORS-FOR DOOR SCHEDULE SEE SHEEf A5.0 FOR HOME A&B,AND SHEET A5.1 FOR HOME C. G. WINDOWS-FOR WINDOW SCHEOULE SEE SHEET A5.2 FOR HOMES A&B,AND SHEET A5.3 FOR HOME C. H. DECK SLOPE-ALL SLOPING TO DRAINAGE TO SLOPE A MINIMUM 1/4"PER 1'-0". I. SMOKE DETECTORS-FOR LOCATIONS SEE REFLECTED CEILING PLANS. ---� I i � � 1 1 � 1 1 I � � I 1 1 I 1 1 I � � � � � ' � I � � - --� .•; . ( HOMES 2-5 ROOF LEVEL PLAN l� ,�a�� _ ,�o„ �iue Design Develop Build 2633 Lincoln Blvd.#610 Santa Monica,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUO 10121 N Foothill Blvd. Cupertino,CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporation KEY PLAN � m � • �.i:: . �;,,! � � �� ■ �� All ideos,designs,anangemenis ond plans indicated a represenied by thB drawing are ownetl by ond the properiy ot Modative,Inc.ond o�e solery�or use on the specified projecf and shall not be used on o�her projects, or for odditions to fhis project oi lor�he complefion ot ihis project by olhers wi�hout the prior wriffen consenl o/and appropriafe compensafion to nnodative,Inc. No paA fheieo/shaN be reproduced,copied.adapied.published, sold,disfribu�ed fo others or otherwise vsed wiihout the pr'wr wrii�en conseM o�and appropriote compensotion to Modative. Inc.Copyrighf� �4 05.19.14 REVISED SUBMIT#4 03 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITTAL SCALE DATE AS SHOWN 5/21/14 HOMES 2-5 ROOF LEVEL PLANS � ,� ; �.�� z�4=��--==--=------------------ � i/��2o14-o RECEY-�%�� P 20�4-a� AS�_�,1�T��, , , l�-101�-�—�8 � ' � � � _ �'� MAY2 � �014 � � � � �� •�-zz-1�►Y � `; �; ! ....=s_..... ...�:r�.ri.► ��_=--:.--__ ' -�-� I � �=10—2-O 1'�' � � � � _ � , -------- l yi � _- � � � � i ` DE� �-- � � � I �/_._.,..__..� �I ' �i i � 1 t � i I i � � i � � � � I � �1 � � I � � I 1 I 1 � � � I '9 � � I m � � � -C � = � Z � rn � � � � � � � - I ' � � � W.I.C. � � 7'-0"z 8'-T� �� 1 1 ss so.Fr. � I � �� ———— �i i � I1 Q � I � � L BED O1 3 �qUNDRY�1 I I 11'-T'x 1 1'.3.. T.p x 5'-6..1 I 1 � 126 Sd.F1. i yi I � 38 S�.� �j � i � i � � CL. I 3._�.,x 2•_�� ° 9 SQ.F(. 1 � � � BATH Ol � I � i � � � � � i BED 02 I I 11'-T'x 11'-3,. � i 126 5�.FT. I i � � ; � � � � DN � CLOSE UNIT i 1 i � 3..5, 5�.11" ..,�.,..... 1 SQ.�. �� ' � I I VJ.�.C. � 1 � g•-0'x 9'-0" � I MASTER BATH �ZS�� I i � g'-10"x 16'-0" � � i zs sQ.� I�° �I O � �� '� Irn � 1� 1"'� I� � � 'm � BALCONY I � ❑ 1 4 I �� i - � � � � � � 1 � MASTER BEDROOM O I 21'-r x 16'-3. 351 S�� 1 � � i � �� I � � __— __ J —- -----"— I HOME 6 SECOND LEVEL PLAN �2 1 1/4" = 1'-0'. i � � i I i �1 � � i I 1 1 -v i � � O � m � � � -G � r Z rn � i234 l � -- -- � + t ,�; -----� ._. ... �1-i-�-+{-�-�- . . ..- � — �a+ _ �:�t-!-._`_ '�\ W 1 W � � . J .Ir� �„•✓ . ✓-�. ✓ ��. -- . y. 'u.`�.�.,.��u .. � � ✓ 2.34.1_ - - �4 W .��. � W., u � y'�'� ` � W .� W` .. - '� ,�:.�-�-r Y w 1 ..y LL y�y r y � . . -L.y ,r�1 i � .. n. J.y-L , y . 'i v�� y .. W y �. W u v W�f. r W-L V�J.~ . r ��y y W W, .. .�. .t. .t. , .. a W y y W r ' , .t ,r yµ-y � ... .. .W 1 W y ..-�.W L J �� .. v, y� r y„ „ _.LL.I. � .t-_.., � �. �y y�LL y Y .. -r �L 1 v ... . _ _ _ �_ y y � y 2.34.1 _ , _ _ _ _ I + V° . Y . ✓ -. i W I y.�`.� �.. ' yy '� .L y J.., .. �y � ' � � � '_ - i I � � I i 1 1 I I � � 1 I I DN DN 0 —_� �-- � : i I 1�,_____��- - - ��._-- - 111 �II � N s O ➢ <l ENTRY ; � m ➢ / II 7 � C.L. a�-s"x 3'-r 16 SQ.F�. --------------� � i i � i i � � - - - --- --- ----� i � � � � 1 � � I i � 1 I i I ' � � � � 2.34.1 1 I � i � - � � � � � i FLOOR PLAN NOTES A. DIMENSIONS-ALL DIMENSIONS ARE TO FACE OF STUD(F.O.S.�,FACE OF BLOCK(F.O.B.�,OR FACE OF CONCRETE(F.O.C.)UNLESS NOTED OTHERWISE. B. WALL TYPES- lA SEE SHEET A10.0 C. SPRINKIERS-BUILDING IS SPRINKLERED THROUGHOUT."FIRE SPRINKLERS ARE BY DEFERRED SUBMITTAL AND APPROVED BY THE SANTA CLARA COUNTY FIRE DEPARTMENT." D. STRUCTURAL-FRAMING MEMBERS AND FOUNDATION LAYOUT SHOWN IN FLOOR PLANS ARE fOR REFERENCE ONLY.REFER TO STRUCTURAL FRAMING AND FOUNDATION PLANS FOR ACTUAL FRAMING SIZES, DIRECTIONS,FOUNDATION SIZES AND SPECIFICATIONS. E. MECHANICAL-HVAC DUCTS AND EQUIPMENT SHOWN IN FLOOR PLANS ARE FOR REFERENCE ONLY.REFER TO MECHANICAL PLANS FOR ACTUAL DUCT SIZES AND LOCATIONS. F. DOORS-FOR DOOR SCHEDULE SEE SHEEf A5.0 FOR HOME A&B,AND SHEET A5.1 FOR HOME C. G. WINDOWS-FOR WINDOW SCHEDULE SEE SHEET A5.2 FOR HOMES A 8 B,AND SHEET A5.3 FOR HOME C. H. DECK SLOPE-ALL SLOPING TO DRAINAGE TO SLOPE A MINIMUM 1/4"PER 1'-0". II I. SMOKE DETECTORS-FOR LOCATIONS SEE I REFLECTED CEILING PLANS. DINING i � KEYNOTES 13'-1"z 10'-T' � � �3950.Ff. I i Div.2-ON-SITE CONSTRUCTION � � � 2.34.1 PLANTER/PLANTING AREA � � SEE LANDSCAPE PLANS FOR DETAILS. I � (� � � � 1 �. � � L � � � W.C. I 4'6"x 5-5" 1 24SQ.FT.CJ� 1 KITCHEN _ _ � I 3'-9"x I 3'3" � I 182 SQ.FT. � I 1 � � PANTRY I � � 4.6,.X�.�.. I 1 32 SQ.FT. � � � I -•------- I � - 1 ' I� `_____._".____�_._._._- ' � � /,� � I"C �- � m ��— 1� /�/� / � � � /� � � d D I r /,�� P I � Z /� i \ iX➢ � � rn �� ' \� � O � � I ___ _ i � � i � —- � / � � --__� I � --_\ / I � � � � ---- I � � ----------�-------'�---�- � ' --------- � �a X� 1 � �- � � � �r � I �� i"� 1 / \ oD � ' � , � t i"/ �' // q� I� 1 � I � --�_� I / � � � -'-__ I/ _ � __— � � _�-L— I I I I � I � ----- --�� _J � ---- ------ ' i _ � �------------- �,i' r;-- I � __, �' �I '-� i ,�' �,D� � � I � �� P Z �� _—��X� ' DI � -� �-- ---- �o� � - - , � , --____ _� j - _ �. . .i u. .� .. �- —��-�� I � . � .. . .. . _ .. .. � � __ -__-----------' — I HOME 6 FIRST LEVEL PLAN �l ,�a° _ �'-o„ ,•; . �iue Design Develop Build 2633 lincoln BNd.#610 Santa Monka,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothill Bivd. Cuperfino,CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a Caiifornia Corporation KEY PLAN $ILV�R QFK WAY � 6 l--r-�J 2w Q3w 4 4w Q SW All ideas,designs,ar.ongemenfs ond plons indicated w repesenfed by this drowing are owned by ond fhe property of nnodofive,Inc.and are wley loi use on the speci/ied projec�and sho0 no�be vsed on oiher projecis, or/or oddifions fo fhis projecf,a for the completion of this project by others without the prior wnften consenf o!and appropriofe compensation fo nnodative,Inc. No paA thereo�sho11 be reproduced,copied,adapied,puWished, sold,disfributed to others or ofherwise used wifhout the pnor wriften consent ot and appropriafe compensotion to Modative, Inc.Copyright 0 40 05.19.14 REVISED SUBMIT#4 ❑3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITTAL SCAIE DATE AS SHOWN 5/21/14 HOME 6 FIRST 8� SECOND LEVEL FLOOR PLANS _ ... .� r � I i � � i � i � i � � � � i � i � i i � � i � � � i � � � � i � � � � � � � � ,i � I I I I 1 I � i' I I 1 � ' � --------------------------------------� � � � i � i � � -- _, � ___ — __ I _�_—-_ __--_ _— i __ ___- i �- ' � i � � i PARAPET I ROOF � i � � � � � � � � I i � � I � i � � � � � t i � i ROOF PLAN NOTES SIZING OF DRAINAGE SYSTEM-SIZE THE ROOF DRAINAGE SYSTEM SHALL BE IN ACCORDANCE WITH 2O13 CPC.SYSTEM SHALL BE DESIGNED FOR A MINIMUM RAIN INTENSITY OF 3"PER HOUR. ROOF DRAWS,LEADERS,AND VERTICAL RAINWATER PiPiNG SHALL BE A MINIMUM OF 3" IN DIAMETER(2,147 SQUARE FEET) HORIZONTAL RAINWATER PIPING�1/8"PER FOOT SLOPE SHALL BE A MINIMUM OF 3"IN DIAMETER(1,096 SQUARE FEET) HORIZONTAL RAINWATER GUTTERS d 1/16"PER FOOT SLOPE SHALL BE A MINIMUM OF 5"IN DIAMETER(834 SQUARE FEET) ROOF DRAINAGE•IS NOT PERMITTED TO FLOW OVER PUBLIC PROPERTY. � I� � I PARAPET � ROOF I I t � � i � il ; i i � I � I � � I t I I I , I � 7� 1 O , � Im � � 1 "'� ' � 1 � 1 m I � � I I � � i IPARAPET I � ROOF � I ❑ � i i I � � � � � � � i � i � i ,I � I j � � � � � I i � � I � � � , � I � , � , � I I _J 1 --_—__ I ��—_ ��.��_ ��.�� __ � I ----'---- I HOME 6 ROOF LEVEL PLAN l� t/a" = t'-o" ROOF PLAN NOTES A. DIMENSIONS ALL DIMENSIONS ARE TO FACE OF STUD(f.O.S.),FACE OF BLOCK(F.O.B.),OR FACE Of CONCRETE(F.O.C.)UNLESS NOTED OTHERWISE. B. i.O.P-THE DATUM POINT FOR T.O.P IS THE FIRST LEVEL FINISHED FLOOR OF THE UNIT. C. ROOF SIOPE-ALL SLOPING TO DRAINAGE TO SLOPE P.MINIMUM 1/4"PER 1'-0". D. SPRINKLERS-BUILDING IS SPRINKLERED THROUGHOUT L� � G. ROOFING-ALL ROOFING SHALL BE INSTALLED PER MANUFACTURES SPECS TO CREATE A CLASS A,B,OR C FIRE-RETARDANT ROOF. DRAINS-THE ROOF DRAIN AND OVERFLOW DRAIN MUST BE INDEPENDENT LINES TO A YARD BOX OR OTHER POINT OF DISCHARGE. OVERFIOW DRAINS-SHALL HAVE SAME SIZE AS PRIMARY ROOF DRAINS AND SHALL BE INSTALLED WITH THE INLET FLOW INE LOCATED A MINIMUM OF 7'SBOVE THE LOW POINT OF THE ROOF. FLOOR PLAN NOTES A. DIMENSIONS-ALL DIMENSIONS ARE TO FACE OF STUD(F.O.S.),FACE OF BLOCK(F.O.B.�,OR FACE OF CONCRETE(F.O.C.)UNLESS NOTED OTHERWISE. B. WAII TYPES- 1 A SEE SHEET A10.0 C. SPRINKLERS-BUILDING IS SPRINKLERED THROUGHOUT."FIRE SPRINKLERS ARE BY DEFERRED SUBMITTAL AND APPROVED BY THE SANTA CLARA COUNTY FIRE DEPARTMENT." D. STRUCTURAL-FRAMING MEMBERS AND FOUNDATION LAYOUT SHOWN IN FLOOR PLANS ARE FOR REFERENCE ONLY.REFER TO STRUCTURAL FRAMING AND FOUNDATION PLANS FOR ACTUAL FRAMING SIZES, DIRECTIONS,FOUNDATION SIZES AND SPECIFICATIONS. E. F. I G. H. I. MECHANiCAI-HVAC DUCTS AND EQUIPMENT SHOWN IN FLOOR PLANS ARE FOR REFERENCE ONLY.REFER TO MECHANICAL PLANS FOR ACTUAL DUCT SIZES AND LOCATIONS. DOORS-FOR DOOR SCHEDULE SEE SHEET � A5.0 FOR HOME A&B,AND SHEET A5.1 FOR HOME C. WINDOWS-FOR WINDOW SCHEDULE SEE SHEET A5.2 FOR HOMES A&B,AND SHEET A5.3 FOR HOME C. DECK SLOPE-ALL SLOPING TO DRAINAGE TO SLOPE A MINIMUM 1/4"PER 1'-0". SMOKE DETECTORS-FOR LOCATIONS SEE REFLECTED CEILING PLANS. �� Y �� MAY 21 2014 � i f ii 1 - '--..-__�_—_...1 -.i�riY- - '- ,_.y„ ;urcwMS.w.w..a�a�� .:_� v - Z-za 4-a�--�`N►-v�l¢-°l� � D p-1rv�?t�2.d,q,rA-Za14-�o � �F �c�r�r��..�...�,.± .��a.�: 1 :��+9:�x...s,1 i`.:i�dw� � . � �'_22_y� . � �� :.. 4 t~ry.'!�S'�.r ._>e-... ��..�......-_._�._. � � v ,a � y f�. 4..4"tr..1._�. � �.....w g ..{' � � ` ��y��-�`'7�`� ♦ti. � ,� ,i �;Ss`it ir,.t�:'+'r�� , Y .i.K.-.r—�. ......_._ .a..-.:....._. � .t:� - l i � � ` , � �'.j-r'';;�'t'�i• _......,...�..._,�:. - - .t � ��tE A�;rrta;�e� NQRiH__ ... - - a�w. ' i ,.�.....�.�r ..+s.-�..�..+.---- �..,.- �iue Design Develop Build 2633 Lintoln Bfvd.#610 Santa Monka,U 90405 P: 310.526.78Z6 F: 310.526.7681 E: info@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BIVD PUD 10121 N Foothill Blvd. Cuperfino,CA 95014 Owner.Foothill Auto Service& Detail,Inc.,a California Corporalion KEY PLAN 6 �--•—�J 2w ►_.—,J 3w 4 4w 11—LJ Sw All ideos,designs,orrongemenis ond dons indicated oi repesented by this drowing are owned by ond the property of Modotive,Inc.and are solely to�use on ihe specified project and shall nof be used on oiher projec�s. or lor oddifions to fhis prqecf,or/or ihe completion o�fhis project by olhers wilhouifhe pnor wnflen consenl of and appropriate compensa�ion to n�odotive.Inc. No port fhereot shaU be reproduced,copied,adapied,published, sold,dshibuted io others or ofhe/wise vsed without the prior wriiten conseni ot and appropnote compensotion�o Modotive, Inc.Capyrighf m �4 05.19.14 REVISED SUBMIT#4 �3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITfAL SCALE DATE ASSHOWN 5/21/14 HOME 6 ROOF LEVEL PLAN , �� ...�. FZECEI�T]ED MAY 21 Z014 �' . HOME"F"ROOF PEAK LINE+q17.00' ,. :.; � HOME"C'ROOF PEAK LINE+409.00' � " ` - - - -- -- - -- -- _- - - - - - - - -- - - --- ----- ---- ---- - ------ ---- -- --- - - - - - _ . _ - _ _ _ �. --------------� ----- ,��---------- --- / � �ya �� -." __. ._. -- i" � c,s , .._� _..,- � , I .-_.--___ ..... ' �� -�.._.-_._'_"-'__.__ _ .__ _ .,,.. - _� .:... i-- �'` , __ _ ___ � _:-.�.__ � . �� . . . I � _ i c�"c �� 6 -- �-�I ;o '� �_ . 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FENC � 3�_FENCE _ _ _ I �.'�-�IxQ =x _ I � � �- � ,. -cvlz � , K. ��._ �_ Z __ c-> -� �,� � ` „ `^/ r , GUARDRAICPER CODE 3' E`r 3'FT�£E _,-� _ _ = Q, _ o +j� �, � � = c �� i, � �� k 4Iz ; 3'FENCE. - ��=� �_- - ,-,'�----_ � �--�- , N � YV ,� ..�� ._ '�.�," -�ENCE - -- � f, •r � '.... �---- -�----_- .__. --- _ m- . � _ � � � _ _ o - �' r _ _e��== -- - � I - : _. ,,. ; _o _ _-� , _ __-- __ __ , a - .� -�--- � _, . _ --- . � „'°'i`. � - m ��- - ---� --�- - -- _ -- ---�raa-a:: _ �x,n 4 --- - - ------� � J D R I V - -i--=--EXISTING GRADE LINE_-=_- --_ . _ � --� _ __ .:� .. -.e...., �t :i-� „� --_" ..'- ' ------- - EWAY ��y�� _ -- - ° — - -- -�� _— SILVER OAK WAY M � � EXISTING GRADE UNE � FINISH GRAD FOOTHILL BLVD �' EXISTING GRADE LINE � � L NORTH ELEVATION (SILVER OAK WAY) n if�ri�.:�w��-'=_ .y._' -_-:L2�..�- ..:-,.'. ....�....,_... ._.�b>. B /� I � Z��,O)�{"'``�h4r��'�`•d1 1/8" = 1'-0„ �'\ SILVER OAK WAY i I � T C � ��---�� o � � Ir.J 3w I � � r p , � � �Sw � � � G �.C Y �L!�i'`� HOME"F'ROOF PEAK LINE+417.00 �P-2o�k-o2, �A-�at4- � � ��1�%��. 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'_ � _ _ <. _ .a.«.-.- _+.I U � � � � � � ,.�� .. . :,i : . � __ �.. � -..� .._ -.. _ S __ ., � .._. , 'Y F�...� . - ._.. _ . : {'_ . ._ .... � ` .. -- :.: : �: ,: : >. 1 ; i _ ; E. � . � O _ ' i �l 4'GATE, � 4'GATE � ��4'GATE 4 GATE�-��'Q - - - � - _ 3'FENC '° , , 3'FENCE _ ,`� - \ ✓� 3 GATE.,- , , .. 9 t _ I 4_. - � � � �; � �. =- -- � - � � :� ' - I ri �'� t -� ��, �,3'FE E � 3'F� ' � 3�F�\ , �� ; - - . _ .- - - � _ BUS STOP � � -- �T--'----------- �O = �t�. i� _ � fi `_ ' (� _ � ��'< �h r_. ,p� `��' =R z x,'�.r� �Z o o r,.� � - I-� �' r2`I� N m I Q .�r .s"." �' ti; O � .... ... �.,: � O __.: - _ '�, _ �� - — - -=- , . . _ _ •:�.. -----� � _ _. _ .� _ � � r _ _ ; , .� � � �, �_ .- - � :�. _,. �, - ,s,, � .. .. � EXISTING GRADE LIN FOOTHILL BLVD - - _ �o __ _ EXISTIr.G GRADE L,N EXISTING GRn.DE�INE� SILVER OAK WAY I EAST ELEVATION (FOOTHILL BLVD) 1� 1/8" = 1'-0„ �iue Design Develop Build 2633 L'mcdn BHd.#610 Santa Monka,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothill Blvd. Cuperfino,CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporation KEY PLAN $ILVER OAK WAY Q �W 6 L�-�J 2W L-�-,J 3w 4 4w L�--�J 5w All ideos,designs,anangemenis ond dons irxlicated w repesenfed by�his diawing are owned by ond the p�operiy o� Modative,Inc.and are solely�or use on ihe speci/ied projecf and shall nof be used on other projects, or for addifions fo�hii projecf,or fo/fhe complefion o�thk poject by olhers wilho�t the pnor wnfien conieni of and appropiia�e compensotion to Modofive.Inc. No part fhereo/sholl be reproduced,copied,otlapted,published, sold,disinbuted to oihers or otherwise vsed without the pnor wntien consent of and appropriote compensotion fo Modafrve. Inc.Copynghf m �4 05.19.14 REVISED SUBMIT#4 03 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITTAL Ol.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITTAL SCALE DATE ASSHOWN 5/21/14 EXTERIOR ELEVATIONS . ' � �c��D MAY � x2014 �I .--- - - • •• •�•�� • •�• •�.�� _ � —�� .��-�- , \ %� =�=s _ _ a— - �� __ � _ -�- ��_ �_ � _� �� .�� . . - - '_�=�� _� �� •� ��i �s --� � • I �{�i�ea�, .�tt =-t � � `� � = � �.�• _:�-' s��s �_ � �� .— .. �� _ � —�`=_-- — — ��.�� r��\. =� � ! —.� � � :��-� ``�!�=�� = �_��I s�� --- �^�-'�i�`s��ip �� _ s ,.,,�.�,�. ,�,,.,�._..,�.��,�...;, — _.__ � - —�— ..� ••� � • � g A SILVER OAK WAY � I ��w o C � Q� o � Q sw I � r D Q� � � < l�J SW 0 � � G C � ��`� � -----------'-�';�.r-------------------------------- � 1�� ,�; , ,.. �:.L: __�__�..r _n�� —_—_—_—_ _ _ _—_��J , ��'+. �-- ---- -- --� ------- _ , � u C� s`„� � ❑ �� _ � `� : � � _ � '; � �; � ��_ ° - o S ,� °Z i= ��Sh-�' � r �3'FENCE ch O i,w ,:��.;!4�r„�✓,�.r�3.�i�:� —�-� --- —= m ih= - - -—-r-.�'-- ' - -�-- - — - --- x:_ � - - - — ��Z -� - � - � O . o - -_'- _ __. _- ...._ . _ .. _ .-_-. ___ _.__'. _ : " ��Q' _-_' .__-_. -___�..�. . .. ,.: m � A AY __ _ - _ — - — — - — ��:-��_---�� — N - FINISH GRADE EXISTING GRADE LIN� (o)-OBSCURE WINDOW ❑3 � �,,.�. _._�. i , .,.�_.�.�. Z��, �.o�� o , _. ,;.;�-'�ia�:a.,.:..a-,:-..s�. _ A � ) � f p P-�}Zpa\4-��-�J�^S�A'�°�t�a � �r•.. s+''�i a� ,(//�' T`��(_ � � ,�.j 3.,��,�4,'�.PI'9��1` \� ��wr>i/�e �� u.t v �.yp,�.:4�1. f ��`.� f ,y�.�.j�.-�I�MS Ti'/1��L T � f� ... . -.. ___� , �'�'Z'2-?,c71�- � �0�:.�9lt.'.� e'' � ..I_�a1� � � ��. �_ : _� _ ._--s.�-"�'--� ..._r__� � *y " , ... i i i j E � r e 1� y� � �'�p`��R2;�i.--i'T= ...,_.--._U:. .�-..a.-�..a..�-.�-r }. jg„t� r`�"""' t. � ....... ........ . _... .,_. ._�.,.......a. .9 ......� a«+�, • ... ._ ,.., . e �;� � _ . � ;, _ ••=- `�� < � s., _ . , �. J 4 /" �S- �.� ) � �f I'l�� - ' �' z' r �a c; �z . '` �� - 4`j � `'.s ,� r '? _. ,�.�, 5 =�,�: r �a — _L y �„ Y w � .�. �p��' -.i..<� "� � = yr c� : , �� W o� �� 7�' _ � �Z � `s r -��i �Q ' ` �'��-� °� _ � - , m . _ l' 9 l ��,-, � EXISTING GRADE LINE FOOTHILL BLVD I SOUTH ELEVATION 3� 1/8" = 1'-0" I TRASH ENCLOSURE ELEVATION 2� ,ia�� _ �'-o„ HOME"F"ROOF PEAK LINE+417.00' e `-. HOME"B"ROOF PEAK LINE+406.00' ��: � -°----------�- --------- ---= ---- _� ; i __.--.__ . -- --------- ; : -i�: _. _ . �� ,-- _ __ _ . .,,_,u- — . _ � �:..:,�,:,._......, . .... _.. _ . ., _.. : ,. ..�.:,�,. ; . i __ — : --� . I — - '-_ _- T- I � �� ,� � ._ ._ � _ - �-- �_�-� - _�: ' - 1 = �o � _-`�- . x n�=_ �I _, , _ '- � - — _ _ _ �� . — _ . _ -- --. --�-- -- _. _� __ -, — ----- _- f _ _ _-- 11 ■I�.i��; EXISTING GRADE LINE ------- --i-- F I WEST ELEVATION �l 1/8" = 1'-0" �iue Design Develop Build 2633 Lincoln BNd.#610 Santa Monka,CA 90405 P: 310.526.7826 F: 310.526.7681 E: into@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHIIL BLVD PUD 10121 N Foothill Blvd. Cuperfino.CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporation KEY PLAN SILVER OAK WAY Q �W 6 L__•=-,.J 2W L-r-,J 3w 4 4W I�-�J Sw All ideos,designs,orrangemenfs ond plons indicated a repeseMed by�his drawing ore owned by and ihe properiy ot Modative,Inc.and aie solely for use on ihe specilied project and shall nof be used on oiher projects, or tor oddifions fo Ihis project or�or ihe completion of this project by oihers wi�houl ihe piar wniten consent o/and appropriate compensafion fo Modofive,�nc. No paR fhereo/shall be reFroduced,copied,adapted,published, soid,dstribuied to others or olherwise used withovt the prior wnften conseni of ond appropriote compensotion fo Modotive, Inc.Copyrighf 0 4� 05.19.14 REVISED SUBMIT#4 03 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAL 01.24.14 FORMAL SUBMITfAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITfAL SCALE DATE ASSHOWN 5/21/14 EXTERIOR ELEVATIONS .. � , �■�. i�� d �� ` � MAY 2 � 2014 ��`—___:.-.__.____�.�.� ._.._-_..1 +C_zh'�.:�:,o�-.wr.�.. . '♦ ._��... � M-,'��.,�� Z�.Ol'�— 1�� {J — 1 t-��Z S-�'�'lq^-��'� 3 t��V,�l f:��,��L�G��'•"-+ r i �� .i::¢.w 4a:..�f•C, � ;:.a'�• � _�� 1� ` b ��p ` �, �.�?'"�:.r:,, . 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F'`�� f � =�1� � �0�� cl�� s ' = =1: 1 r:.�`, .? �� 7' -—-—-—" �7i -—-—-—-—-—-—-—-—- �ti�'� ,'•�;��.?�:.� a�— �r�. �� c y' i,.: �'f �'"'�� ' �.� ��•, . - �� , r� � ' : , � � � �' � �x:e�–�� \ \– ––– – –. � \� \�� \ – -��_� �` ��\'��\ `�ti� \..\ -'\ �\/ � r. - �.. % �� / ��/ \ . y . .�ji , ,F� � � � � EXISTING GRADE LINE �'� �� Y �� C, �� .�� % <��'�'",` �y� / \ i�\�' \��//�4�j>�i� �`��\\\��\��Y" .`�`��/\�� / \\\�� \' ` i� ,, ,��/ / /� � �� ,� � �� , �,��j�� . � � � � � , � � /�. i � /, �� .�� , ��' � , � , � � �' � . � �� ,�;;, � � � � . � , �� ,�c� � � ; / .�i �' ,� �, i i' ��,�' ...�, i ��\ i �,, . i . �i i� .� /'� �� . � � \�� % �� \\��,\�� i �\�'�\� �y \� �\��/�� i � �\ � \� � �` �i \� �� \ \';!��,C%/\`,. � \� \ �/�/\� /\ ��.`�� .�� \' �,. / �� .y�v \ �r /\ �\ � �. � /. �� ' ,� �� \/„!��.�f�.;%`��/��//\ /��', \./.\ �>, ��i !`!��/,\ ,/� !,% �//�J'/�� y%\�"'v ��%��SILVER OAK WAY,�� % /\y ��\% ��/ i �� \��/\ � .�� \/\\�i /�i�� \��\� ,\\ %��\ � \ ��\i�\�/ \/ ;/ ./ \i\� �j\/�% �>� y�,�\�%��. ,�' ,�./ �j/\� \�\�j�, \%\j\\/,�f/�%/�\\\/\\/\\;��//,�/, /!� � SECTION A l� „8., _ ,._o., �iue Design Develop Buiid 2633 Lincoln BNd.#610 Santa Monka,CA 90405 P: 310.526.7826 F: 310.526.7681 E: inio@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BIVD PUD 10121 N Foothill Blvd. Cuperfino,CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporation KEY PLAN � ,W 6 L_.zl 2w �—,J 3w 4 4w L1--LJ 5w nll ideas,designs,orrangemenfs ond plons indicated or repesenfed by thB drawing are owned by ond the properiy o� Modafive,Inc.ond ore solely/w use on fhe speci(ed project and shatl nof be used on oiher projects, or tor addifions to fhii projecf,or fa the completion of this project bV ofhers wilhovt fhe prior wriften conienl o!and appropriote compensation to rnodotive,Inc. No paA thereot sholl be reproduced,copied,adapied,pubfished, so�d.drstributed to oihers or otherwise�sed wifhovi fhe p'or wntten consent of antl oppropriote compensotion to Modafive, Inc Copy/ighf m 40 05.19.14 REVISED SUBMIT#4 ❑3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITTAL SCALE DATE ASSHOWN 5/21/14 BUILDING SECTIONS _1_�� MAY 21 Z014 � 0 g ,q I LINE OF STUDY SECTION C n 1/4" - ��-0,. SILVER OAK WAY / � C C�,w o C � �� o 1 = Q sw I � � r D A ` � < L SW � B � � G !O� 1 (—�/'_'i� ��'.�a��''�`" Z 24�4 �t"�'A'��?.�W—D'�� P.Z-��,4_0�, ASA^s.ol4-�0 � � j�,,�:��l�a�.,_T�'`',,�,..y�� d'� .��'��'f�°�Rhr„�►.f.F! � 4 , �'""i-Z—�� f_�yii:�a....a...y a..y7• -E't;� ��' ..:.�,.�a.�+....�r � , �_�� .. �LY�,S �.. .''��.. � �!_ _..-.,...,_:........_..,.� � �w. ,i.. 'L_ ,�' .....�...w�+ _�....r.�... . 4 ._� � � i t,�i1�� '� �_�.f.. ...........,. . r..� . �sn��C\d,. . � � Y.li�+i�e sf{• . I I LINE OF STUDY SECTION B n 1/4" = 1'-0" I LINE OF STUDY SECTION A 1� 3/16"= 1'-0" tiue Design Develop Build 2633 Lincoln Blvd.#610 Santa Monica,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothill Blvd. Cupertino.CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporation KEY PLAN Q �W 6 L—r--,J 2w �zJ 3w Q 4w �-ZJ Sw nll ideos,designs,arrangemenfs ond plons indlcated a repesented by this drawing are owned by ond fhe properiy o! Modotive,Inc.and are solely/o�vse on ihe specified projeci and shall nof be used on ofher projecis, or�or addiiions to this project,oi lor the complefion of ihis prqect by ofhers wilhput the prio�wniten con5enf ot and appropriate compensation to Modative,Inc. No paA�hereo/shall be reproduced,copied,odapted,published, sold,disi�ib�fed to others or othenvise used wifhoui ihe priw writ�en conseni ot ond appropnafe compensotion to Modotive. Inc.Copyrightm �4 05.19.14 REVISED SUBMIT#4 �3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITfAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANN�NG STUDY SESSION SUBMITiAL SCALE DATE ASSHOWN 5/21/14 LINE OF SIGHT STUDY B q SILVER OAK WAY / 1 T C 6 �2 � � � s � Q sw I � D �' � � < l�J 5W 0 � � G �.L { ��AI`� R1J�� V ��- MAY 21 2014 � E � ��✓ �•—_, _----- _.. .- .�4a.,__..,P ,d.,.. .,�_._�..,...�..m.... w...��,.....�.,..K;... . 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' . . � - -- ---===�%i _ �� i �' WORKSPACE 2 � � Q �;� � s � • �� v�� . � Jvn�Zt y��,ry,�r�� summ�r sobNe� a k r � �. �) � �f � ir., rrweh 41 - s�p4�mb��Zl ... ,,..... . .. . . . �Y�110X ( ALTITUDE ANGLE- VERTICAL ANGLE OF THE SUN �3 1/16,= 1._0„ �� tl ��° `z �� p'� °<�; � ... �: ��«;w .. ,„ � ,�� . ..* _� - � ��' w� � ��a �, � � , , �� . �a , . � � . ,.� , y � �w^ �� . . ; .. .. ... T, .. �`�'+. gNw;°. .� �' , , ., .. � .. ,� �:; , . .. . . . .. ti ��- �� fi E � � � �� "� �" � 8 �l JUne 21 �" summer solstic� indicat�s �arch 21 time of day =` sepiemb�r 21 equinox ry a decembQr 21 winfer solsiic• � � �'..l � r � � � �- �> ;� i ' � � 4 :�---------_._..___ ------�� -°=�-3iTf ---- - -----__--------- � ��. 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I VERTICAL ANGLE DIAGRAM 3� NOT TO SCALE � AZIMUTH ANGLE- COMPASS DIRECTION OF THE SUN l� NOT TO SCALE tiue Design Develop Build 2633 Lincdn Bbd.#610 Santa Monka,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHIII BLVD PUD 10121 N Foothill Blvd. Cupertino,CA 95014 Owner:Foothiil Auto Service& Detail,Inc.,a California Corporation KEY PLAN $ILVER OAK WAY QIW 6 L-�--�J 2w �-zJ 3w 4 4w Q5W nll ideos,designs,arrongemenfs ond p�ans indicated or repesenfed by this drawing are owned by and ihe property of nnodative,Inc.and are solely for use on the specified projecf and shall nof be used on other p.ojects, or!or additions to fhis project,or/or�he completion of fhis projeci by o�hers wilhoui the pria wnften consenf o/and appropriate Compensafion to rnodofive,Inc. No paA fhereof shaN be reproduced,copied,adapfed,published, sold,disiribufed to ofhers or ofherwise vsed wiihouf ihe prio�wntfen consenf o�and oppropnote compensation to Modoiive, Inc.Copyrighi� �4 05.19.14 REVISED SUBMIT#4 03 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITTAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITfAL SCALE DATE ASSHOWN 5/21/14 SOLAR STUDY DIAGRAM � ,tH �!H uJ�1H REC��"�% '' �' MAY 21 2014 � t ,��`x'" _._----�- ------- .� Z_2a '"'��"-��'-�-"'��j� �-2��4-�2 rK��z�14- . � � •,p.�.a.,��,.�,.�...�.�-•=-$ �; ; � �..��:..:r�-:��.�. _ � . s�'�2�'�'4 i 9' � � ,:.�sa:�,� �a-� . -:._� . . . ..�_ ....._.�_ .. � . .�. � - : �"Zp'��,�"' ! 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O1� PHOTOMETRIC CALCULATION SITE PLAN rtr.,o �iue Design Develop Build 2633 Li�coln BNd.#610 Santa Monica,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 N Foothill Blvd. Cuperfino,CA 95014 Owner:Foothill AuTO Service& Detail,Inc.,a California Corporation KEY PLAN Qiw 6 I--.-,J 2w Q 3w 4 4w Q SW All ideos,designs,orrongemenfs ond plons indicated a repesenfed by fhis drowing o�e owned by and the property of Modative,Inc.ond o�e solely tor use on ihe speci(ed qoject and shall no�be used on ofher projecis, or/or additions fo fhis project,w�or the completion of this project by oihers w�lho�t the A��a wnffen consen� ot and appropriate compensofion to ModOtive,�nC. No paA fhe�eof Shall be reproduced,copied,adapted,published, sold,dist�ib�ted to others or otherwise vsed wifhouf�he pr'�or wnften consent o/and oppropnote compensotion to Modotive, Inc.Copyrighf m ca..R.M 04 05.19.14 REVIS�Iluminosa _ �3 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITTAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITfAL SCALE DATE ASSHOWN 5/21/14 PHOTOMETRIC CALCULATION SITE PLAN ` J r � � i3 j� i 1N ��F ....t E�' �+,, �'� "� �� 169 �181 ��' �1C1 &'. �G��s�L_.-. MAY 21 2014 0 a * BY: � �. _., �—:- �i—°--„�,°�.—'-�! �78 _+� �t8 z�D �'iB y �; .,.^----. ....__.___. .---r .,_ �1C1 ., _ �,—�� . _-,—, ,_..._, •-�—_ _ _ , ; , <! _a_1...3 .. I 18 �§Y, .,iD - '� r—E�� __-¢ {..�_ ___.__ �,__€_.__�___� __.. _ �� ° � �tCt . _ _.. .�.,.._w__� _.. ,��.�` f . 4��', �15 �( �iD j'Bt a ' i� 'r� ♦f �' �� , _. ��;�,: �!� +k +n �F � ,N� �i�' LUMINAIRE SCHEDULE Symbol Labei Qty Cataloy Number Description Lamp File Lumens LlF Watts RECESSED � �A '0 FIUORESCENT UN�AR ��28W FL T5 ci54hua ies 1�7C 0 85 2�s (WC�RK nVERHAMG) RECESSED 'B s FLUORESCENT (1�14W F�T5 �4hua.�es 1900 0 85 2� IIf�AR(!-7NE AVYNINt3) � 1Bt 5 RECESSED � �OW FL T5 d54hua ies 1350 0 85 1& FLUORESCENT UNcAR �1 (BALCONY 7-0'� �C 4 WALL MOUNTED LINEAR FLUORESCENT (1?21 W FL TS Si4sua les 1900 0 65 27 pC�n/t�AiGHT(3'-0") 1C1 e bV.4_L MOUNTED LINEAR �� FLUORESCENT f 1}14W FL TS �'i45ua.�e5 1200 4 85 19 DOWNLIGNT(7-0") � tD ?3 RECESSED STEP�IGHT 5 WHITE lE0.S 23R2LED IES Absdute �77 7 5 ■ 1 E 2 PhfZKING LOT POLE (t?70W CMH 81I1MH ies 5300 0.5i 7E . `N.0.LL MOUNTED 1 F 3 PARKING LOT ARE4 (1)i0W CMH 6$9369H ies 5800 0 67 76 LIGHT � CAST ALUMINtJM tG 5 8976 h!�;glN(3 FORMED S1X WHITE IEDS F976LED IES Absolute 0 75 42.7 SPECUTAR HAPAME RTONE PLUMINUM REFLECTOR FROSTED GLASS ENCLOSURE YNTH GLEAR PATTERNED GENTER SECTIOfv BEIOW L=DS �iue Design Develop Build 2633 Lincoln Blvd.#610 Santa Monka,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info@modative.com W:www.modative.com TC-G t'sW!Cf-b PROJECT NO 12-014 � iH 9 U3110? Girw d d�wn light 13WB40 SYiVANIA �t?01 ies 900 0 75 2C �A tA -1Q �'ID tA tA „1D 1h �p .��' �r'`� i'� �i4 �1D POOTHILL BLVD PUD Note: 10121 N Foothill Blvd. Cuperfino.CA 95014 � If required new street light to be located in existing fixture Owner:Foothili Auto Service& 1 J location.Fixture to be city standard street light.City Civil Detail,Inc.,a California Engineer to confirm street lighting requirements. Corporation KEY PLAN SILVER OAK WAY Q �W 6 L�,J 2w � �� L1—LJ 3w � 4 4w 1—.—�J Sw .�r_ ,�_„.. �, . . -.. � � � �r .,v � All ideos,designs,orrangemenfs ond plans - { ��{��`�" � indimted or repesented by fhis drawing �� Z�Zfl`��t!i T'v`��,i%�4.��.ry .. are owned by and the properfy of �{� 2 yI1�' Modative,1nc.and are solely Ior use on ihe � �P�2 ` � /U �14�0� specified projeci and shall nol be vsed on � �/� � , other roects, or tor additions to fhis .. ..q . _ ... .��1 q..�a y ProjecfPw'for�he complefion o/ihis project '' ' ' t_��....:,........ ._ _ � --- � by o�hers wi�ho�t the pria wriffen consenf , . ot and appropriate CompensaYion to '� ' ' ��- "� �� n.todofive,Inc. No paA fhereo�sholl be reproduced,copied.odapted.published, sold,d�sti�buted to others or otherwise�sed w ^ j wAhoui ihe pr'�or wniien conseni oi and ~��..;a �� . �r��v(� �, appropriate compensotion to Modotive, . �_.... , .. _ . ..�.'.3•�_'... -, . Inc.Copyrighrm � . .. _ . ._ ...�. .. cann.w � y._, ._ � S'-zp`�19- � ' •• F . .� Y- . �- .. _^ . . �4 05.19.14 REVIS illuminosa � ❑3 05.06.14 REVISED SUBMIT#3 ? ` 04.16.14 REVISED SUBMIT#2 � r'` .-;� ,.�e�,.��i€�..: __,,..___.____._...N_....�, 03.12.14 REVISEDSUBMITTAL � � . ,.��•:y;�:-: ; 01.24.14 FORMALSUBMITfAL � ' 12.06.13 REVISED STUDY �^��T�� _« �+��_� 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY r�� 03.15.13 PLANNINGSTUDY SESSION SUBMITTAL SCALE DATE AS SHOWN 5/21/14 SITE LIGHTING PLAN O1� SITE LIGHTING PLAN ,�...�. � � !=00THIlL BLVD PUDi Modatfve Arch�tects D5�accoladas . . .^F,...�..-..«�^r.... . ave�v .. .. :wG.axw vt�YnM!TwW�1�?aM viil�wrM+w��1H R'f�wRa.-��.........�.� . 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No poA fhereof shall be repioduced,copied,adapfed.puWished, soid,distnbvted to others or otherwise used without ihe prior wniten consent o/and oppropiiofe compensation to Modotive, Inc.Copyright 0 Cw��aY ❑4 05.19.14 REVIS�lluminosa 03 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITTAL 01.24.14 FORMAL SUBMITfAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITfAL SCALE DATE ASSHOWN 5/21/14 LIGHTING CUT SHEETS � . i=O�TH�LI BIVD PUD;Modarive Arcvlecls �ANU�ar v,20,4 AR Fo4�op I�mnarns wuh uymmNrlcal I�qh1 distnWlron �rnyua.:�.:�<u•,,,e»:w r..�.,� �: Mhr1�1Y�Ili4�.'NI�ysv,�A-�ry:1'�1>++��JIN t c�wr n_��r►r�.trwe�w..owar wwn. 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RO��-fM 7006KO�.Wh.!:r:�ferr C;aB][rl...,80.i�8b��JS2'FAA'Y'6�iC2�f.tia w.v.DeP�:a mn n..�.a-��c,a,K.r•r. <,.� . . p��li�Cy_. �'��i�r4'Jt�. ��: � �a: ��8- �'��,�. �' illuminosa .:� v�rdee5•ree�Be•keier,C�9�7i0 '.ID.545.3470�. iNvmmcw.cem . . 1 um1n��:��a date: 01/17/2014 to: Jesus Fernandez from: Faith Jewell CC: Alice Prussin by: [x]email memo: JANLL4RY 17,2014 1G•POiE MCUNTED SIDEWAIK�EGH1 39vr�ED zb SQ o�.,� 1 G To Whom It May Concem: We have conducted an in house photometric assessment of the lighting design for the parking areas of the proposed Foothill Blvd.PUD development at 10121 N.Foothill Blvd. The assessment shows that the lighting as designed meets the requirements of the city of Cupertino's General Commercial and Parking ordinance. �,y � Alice Prussin,IALD Illuminosa �iue Design Develop Build 2633 Lincdn Bbd.#610 Sanla Monica,CA 90405 P: 310.526.7826 F: 310.526.7681 E: info@modative.com W:www.modative.com PROJECT NO 12-014 FOOTHILL BIVD PUD 10121 N Foothili Blvd. Cuperfino,CA 95014 Owner:Foothill Auto Service& Detail,Inc.,a California Corporation KEY PLAN Qlw 6 �-zJ 2W Q3w 4 4w �—..J 5w nll ideos,designs,anongemenis ond plans indicated o/repesenied by this drawing aie owned by and the properiy ol Modative,InC.and are solely for use on the speci�ied projec�and shoN not be used on other projecis, or for odditions fo this projeci,or for the completion o�this pqeci by olhers wifhovt the prior wnften content of and appropriate compensafion to ModOtive,InC. No paA fhe�eo�Sholl be reproduced,copied,odapted.published, sold,disiributed to others or o/herwise used withouf ihe prior wntien conseni of ond oppropriote compensotion to naodoti�e, Inc.Copyrighf 0 c�s.M 4❑ 05.19.14 REVIS��luminosa 03 05.06.14 REVISED SUBMIT#3 04.16.14 REVISED SUBMIT#2 03.12.14 REVISED SUBMITTAL 01.24.14 FORMAL SUBMITTAL 12.06.13 REVISED STUDY 08.23.13 REVISED STUDY 05.24.13 REVISED STUDY 03.15.13 PLANNING STUDY SESSION SUBMITfAL SCALE DATE ASSHOWN S/21/14 LIGHTING CUT SHEETS 8�CONSULTANT LETTER � , ABBREVIATIONS DESCR/PT/ON DESCR/PT/ON AB AGGREGATE BASE LIP �IP OF GUTiER AC ASPHALT CONCRETE LP LOW POINT ADA AMERICAN$INTH DISABWTIES ACT MON MONUAIENT BC BACK OF CURB (N) NEW BFL BACKFLOW PREVENTOR OG ORIGINAL GRWND BSM BIOTREATMENT SOIL MIX PB PU�L BOX BW BOTTOM OF WALL PGEY PG&E VAULT C CONCRETE ELEVATION R,P/L PROPERTY LINE C&G CURB AND GUTTER PSSE PRIVAiE SANITARY SEWER ESMNT �k,C/L CENTERUNE PSCE PRIVATE STORM DRAIN ESMN CLSW CENTERLINE SWALE FSE PUBLIC SERVICE EASEMENT CO CLEANOUT PVC POLYVINYI.CHLORIDE CP CONTROI.POINT R/W RIGHT OF WAY DWY DRIVEWAY RCP REINFORCED CONCRETE PIPE DI DROP INLET RDS ROOF DON?JSPOUT DIP DUCTILE IRON PiPE SO STORIA DRAIN DTL DETAIL SDMH STORM DRAIN MANHOLE EG EXISTING CROUND STD STANDARD EP EDGE OF PAVEA�ENT ELEVATION SS SANITARY SEWER EAE EMERGENCY ACCESS EASEMENT SSMH SANITARY SEWER MANHOLE (E),EX EXISTiNG SW SIDEWALK FF FINISH FLOOR TC TOP OF CURB FG FINISH GRADE TF TOP OF FOUNDATION FH FIRE HYDRANT TG TOP OF GRATE FL FLOWLINE TOS TOP OF SLAB FNC fENCE � TOP Of PAVEMENT FOC FACE OF CURB TW TOP OF WALL GB GRADE BREAK (iYP) TYPICAL GUY GUY W1RE VCP VITRIFlED CLAY PIPE HP HIGH POINT Wl WHITE LINE STRiPE INV INVERT WLK WALKWAY JB JUNCiION BOX(UTILITY) WA1 WATER METER JP JOINT POLE VN WATER VALVE LEGEND EXISTING PROPOSED DESCRIPTION -- PROPERiY LINE F FILL AREA IIMIT C CUT AREA LIMIT �i102 CONTOUR W— WATER LINE SD STORM DRAIN PIPE(SOLID) SS SANITARY SEWER PIPE SUo SUBDRAIN PIPE(PERfORATED) e OH e,T,N OVERHEAD UTILITIES WITH POLE G GAS LINE E ELECTRIC LINE(UNDERGROUND) JT JOINT TRENCH �SLV STREET LIGHT VAULT •SSCO �qry�TqRY SEWER CLEANOUT SANITARY SEWER MANHOLE Q STORM DRAIN MANHOLE � ELECTROLIER �WM WqTER MEfER TREE WITH TRUNK —x x— 6'WOODEN FENCE , 102.23 SPOT ELEVATION � � � JV--y X � TREE PROTECTION FENCE 5�TALL CHAIN LINK SWALE DIRECTION OF FLOW IN PIPE AREA ORAIN/IN�ET OVERLAND RELEASE PATH GRADING DIRECTION (E)TREE TO BE REMOVED ROOF DOWNSPOUT POP-UP EMITTER GRADING AND DRAINAGE PLANS SIX NEW SINGLE FAMILY RESIDENCES WITH DETACHED WORKSPACES 10121 N. FOOTHILL BLVD. CUPERTINO, CA 94024 IMPERVIOUS SURFACE AREA TABLE C.3 STORMWATER CONTROL NOTES POST—CONSTRUCTION STORMWATER CONTROLS This project proposes the use of post-construction stormwater controls, also colled Low Impact Development (LID) techniques, or post-construction Best Management Proctices (BMPs), They reduce the long-term impacts of development on stormwater quality and creek channels by preserving and re-creating natural landscape features, minimizing imperviousness, and then infiltrating, storing, detaining, evapotranspiring, and/or biotreoting stormwoter runoff close to its source, or onsite. 1. SITE DESIGN MEASURES: Site planning techniques that help reduce stormwater pollutonts and increases in peak runoff flow ond durotion: • Minimize lond disturbonce and preserve open space • Minimize impervious surfoces by constructing driveways, wolkways and parking areas with interlocking pavers • Minimize impervious surfoces that ore directly connected to the storm drain system by routing runoff to londscoped areas • Ciuster structures and paved surfaces • Use Iandscoping os a drainaqe feature 2. SOURCE CONTROL MEASURES: Structural project features or operotional "good housekeeping"practices that prevent pollutant discharqe and runoff ot the source and keep pollutonts from coming into contact with stormwater. Structural source controls: • Roof down spouts release to landscope or planting oreas to convey and filter storm water before reaching the proposed dry well. • Roofed Trash Enclosure thot drains to the sanitary sewer system • Beneficiol landscoping Operational source controls: • Morking storm droin inlets with "No Dumping" message • Regular inspection and cleoning of storm drain inlets, vegetated swales, splash pads, parking areas, etc. • Driveway ond parking lot sweeping 3. STORM WATER TREATMENT MEASURES: Engineered systems designed to remove pollutants from stormwater using filtration, infiltration, and sedimentation. They can be categorized as either LID or non-LID treatment measures. LID treatment measures ore designed to mimic the site's predevelopment hydrology ond provide stormwoter treatment close to sources of runoff. • Infiitrotion ond evapotranspiration - vegetated swales and rain gordens • Biotreatment - flow-through plonter �EC�I�1'�� r I MAY2 � 2014 � � �Y: � ._�� -- _..��._�.� -.�.......�,...e.�_.:..1 a- ��:.��., ��..,w.,: Z-�-�1t'°t��M-2�14�-0 l � K � �P-?-0�4-b2`�S�-'1.��4-a� 1��►1��.��r�R�41�4;� .-. _! �3�?if,r.:a>,ii:+a��L LOCATION MAP PROJECT SITE N.T.S. � SHEET INDEX� �-� COVER SHEET/ NOTES/ TABLES C-2 C.3 STORMWATER TREATMENT PIAN C-3 GRADING AND DRAINAGE PLAN C-4 PROJECT DETAILS C-5 CROSS SECTIONS BASIS OF BEARINGS: FOUND SURVEY MONUMENTS IN THE CENiER LINE OF SILVER OAKS WAY,RECORD DATA WAS USED FER MAP FILED IN SANTA CLARA COUNTY RECORDERS OFFICE AT BOOK 361,PAGE 39. SITE BENCHMARK: SURVEY CONiF20L SET MAG NAIL IN FRONT OF THE SITE,ELEV=379.50' NOTE� GRADING AND DRAINAGE PLANS SHALL BE REVIEWED AND APPROVED 3Y THE PROJECT GtOTECHNICAL ENGINEER. ��,...��.,•t ..•�*,;.�;•:`�.��;• ... 'F�y��l�' SI GRADING AND DRAINAGE NOTES '. . ...�,� � �..�.,, •:,_......- .�._� tq,,,r � 1. grading is subject to observation by the Soils Engineer. Controctor shall olify the Geotechnical Engineer of record at least 48 hours } befor any required presence at the site for inspections, testing or observation.. ��''Y, ;��y r,'.�n'y' S`�ll`'�`�` 2• �debris, ve etotion and orgonically contominated soils -.ri.�._�> .----_-.•-�-.—,-..- sholl e cieared �rom the building areos ond removed from the site. 3. ntractor shall follow the recommendations given in the Geotechnicol Inves gation Report for this project. 4. P rmanent cut and fill slopes shall not be steeper thon 2:1. fr•'..,.,, � 5. G ound surface adJ'ocent to the buildings sholl slope at least 5% „� ,,,x•_;,.:. away rom the foundotion. „ 'N�. ��f, _w��•�� 6. Su�foce woter sholl be directed away from oll buildings into londscaping � �-'' _-. oreos',vegetoted swoles, roin gordens, etc. 7. All"roof downspouts shoil be disconnected. Roof downspouts shall discharge onto concrete splash blocks and roof runoff shall be directed to landscaped areos, etc. '" `� � -�"�W � � "'-��5torm droin lines shall consist of solid PVC SDR 35 minimum or better. 9. Storm droin inlets sholl be precast concrete, Christy U23 t}�e or equivalent. t-80�221- NOTICE TO CONTRACTORS ,, ��R y� CONTRACTOR TO NOTIFY U.S.A (UNDERGROUND �r SERVICE ALERT)AT 800-227-2600 A MINIMUM GR�U�6'�IfNC��"�,�'ff0��19F"�t�i£LOCATION 4�o s�� ,-B0�27�-2 EARTHWORK TABLE CUT FILL CLEARING k GRUBBING 50 CY COMMON DRIVEWAY 200 CY PARKING SPACES 60 CY HWSE 1-6 350 CY 30 CY WORKSPACE 1-5 100 CY 10 CY LANDSCAPE 50 CY 100 CY TOTAL 810 CY 140 CY EXPORi 670 CY EARTHWORK QUANTITIES ON THIS TABLE ARE FOR THE CITY USE ONLY, CONTRACTORS ARE TO PERFORM THEIR OWN QUANTITY TAKE-OfF �OR BIDDING PURPOSES sMP i�'' i ♦ ♦ . ENGINEERS CIVIL ENGINEERS LAND SURVEYORS 1534 CAROB LANE LOS ALTOS,CA 94024 iEL (650)941-8055 FAX: (650)94�-8755 ownER: COPIRIGHT OC 2014 SA�P ENGINEERS CIVIL ENGMEERS VJ V Z N Q � � � W Q � U Q O I Q � Z � U � �. Q W j O Q � Uc? z °C � d' J � 0 z m � � J � C� XJQ Q � �' � Q � (,L W U z Z T � OU r Revisions: � W Q \ W Q z \ W _ � W � U QRpFESSl4pA� ��`"��,��'q�'O `�yc. W � y o � E%PRES r' ,^o 3-31-2016 # r�.cus�o � si CIVI� �Q 9r�o� ca�� Date: 4/15/2014 Scole: NTS Prepared by. A.A./R.J. Checked by. A.A. Job�j: 213032 Sneet: 1 OF 5 C-1 SMP .��f. i�� ENGINEERS CIVIL ENGINEERS LAND SURVEYORS 1534 CAROB LANE LOS ALTOS,CA 94024 TEL:(650)941-8055 FAX:(650)941-8755 OWNER: COPYRIGHT CO 2014 SMP ENGINEERS CINL ENGINEERS VJ V Q O J � � � w U � Q O Qu� z OV °� � � W � N Q � Uc? z °C � �t J � �QWmZ � Z J � (� XJQ Q � H H � W � U Z Z N � 0 U ,— � Q J � H Z � W � Z Q � W � Q � � � F-- � C� U o�p�ESSlppq ��C�'��(�yc � �� 7 � 3—J1-4016 �C No.CN620 * `%' C�V��. �! 9rF or cn��0�� oat�: 5/5/2014 Scale: 1"=10' Prspored by. A.A./R.J. Checked by. A.A. Job/: 213032 Sheet: 2 OF 5 C-2 1 ..�ar-arr"�'y""` _ �7�'�1 4'�t-r".�.�,►?,p 1�--�J,l«.� SMP , ��r M� ENGINEERS CIVIL ENGINEERS LANO SURVEYORS 1534 CAROB�ANE LOS ALTOS,CA 94024 TEL: (650)941-BO55 FAX:(650)941-8755 ON?JER: COPIRIGHT OC 2014 SMP ENGINEERS CIVIL ENGINEERS VJ V Q O J � 0.. � W a � U Q O � W � o o� � zWo pw � � N Q � Uc? C� WpN z °C > � � � � W °° z � z � � t� x � Q Q � � � O w � U Z z r- O N 0 U r � Z J � W � Z Q � 0 0 Q � Z 0 Q o� C� QROFESS/ppq� �5,��p0 AiyO �J'c W a� � � � � �� 3-JI-P016 �I Nw C41620 1f ✓'i9J �NI� �,�� F OF CAU�� Dote: 5/5/2014 Scole: 1"=10� Prepared by A.A./R.J. Checked by. A.A. Joo r: 213032 SheEt: 3 OF 5 C-3 �,��;��VED � .F�. , � i MAY 21 2014 ! ��; ��.— � � EXISTING RETAINING I I I WALL TO REMAIN 7.2 FT � ( i� 2� 4� �� v� • w �� > � , , � � ADA RAMP (PAVERS) _� i � ru..mrn. FENCE WALL LOT 5 �� \�/ �/ l� \\ AGGREGATE BASE \� EXISTING GROUND ADA RAMP SECTION N.T.S. B OVERFLOW RISER CLEANOUT ------------------------------------------ OU TFLOW PERFORATED SUBDRAIN PLANTERTWALL I �� STRUCTURAL J L B �COBBLES OR SPLASH BLOCK PLANTER WALL DOWN SPOUT BUILDING WALL ��jl: OPTIONAL MOUNDING PARAMETERS: TOP OF MOUNDS AT LEAST 2" BELOW CREST OF OVERFLOW AREA. LOW POINTS NO MORE THAN 12" BELOW CREST Of OVERFLOW RISER rCLEANOUT WITH CAP AT FIN. / GRADE BEGINNING OF LINE . BUILDING EXTERIOR WALL BIO-TREATMENT SOIL � 1 MIX PER SPECS `18�� UNDERDRAIN CLEANOUT WITH RIM TO FIN. GRADE. SEE UTILITY PLAN FOR . LOCATION &INVERT 8' CONCRETE OR OTHER 4� • STRUCTURAL PLANTER WALL WITH WATERPROOF MEMBRANE CLASS II PERMEABLE ROCK ADDITIONAL WATERPROOFING � ON BUILDING AS NEEDED PERFORATED OR SLOTTED SLOPED UNDERDRAIN (SLOPE AT 0.509.'MIN.) WITH PERFORATIONS DOWN. SEE PLAN FOR CONNECTION TO C.B. & FOR INVERT ELEVATION SECTION B-B FL 0 W–THR 0 UGH PLANTER N.T.S. NDS POLYOLEFIN POP-UP DRAINAGE EAIITTER WITH U.V.INHIBITOR OR APPROVED EOUAL. NDS 1/4 BEND DRAIN EL80Y�OR APPROVED EWAL C01dPACTED TOPSOIL 1/4'LEACH HOLE 4�0 PVC DRAIN PIPE CRUSHED STONE POP–UP DRAINAGE EMITTER N.T.S. MULCH� �,` ``` '\ TOPSOIL EDGE RESTRAINT� ansE ExrEN�s t2' (300MM.)BEYOND GRID PERIMETER VEGETnTION \ ' � ' ..i^'-•~- SWALE DETAIL N.T.S. RETE GRID 1/2'—t"(13-25MM.) BEDDING SAND CLEANOUT AT CORNERS- 1'TOP SOIL BACK FILL COMPACTEO 90X,OR PER SOILS REPORT FINISH GRADE— FILiER FABRIC- CLEANED AND WASHED PEA SIZE DRAIN ROCK SUBDRAIN 4'0 PERF.PVC PIPE, HOLES DOWN i'WIDE TRE� 1.0' Sz M�N� c;:: :,;; , l'.::':.1:':; I��I� I I • I I o�a INV.PER PLAN Z-_4•J SUBDRAIN TRENCH DETAIL ELEVATION VIEW- N.T.S. �—GEO7EXTILE(AS REQUIRED) LL1J�' EXISTING COMPACTED COMPACTED AGGREGAT�9ASE_ SOIL SUB-GRADE �"' +.� Z-2�14-�i r.i/�-Z�4-�I� TYPICAL PERMEABLE TURF BLO ap-�l•��p �-,��Z N. .�. �$'��i. -Z,o� ��, , �+t.�..�it.;:� ��e��ss:> • �?"�,:�_.,.r .�� ''1'''%'�"'�•�� BUILDING ROOF DOWNSPOUTS SEE ARCHITECTURAL PLANS SPLASH BLOCK 5% MIN. —� �-NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE 2X4 REDWOOD HEADER N.T.S. � Ls„'�+.%��:.,, �r•„asc��Y�j.��'1:j 3"-6'STONE fOR OVERFLOW •++;�...-....._.,�,�„„�� DRAINAGE(OPTIONAL) I��„ ALT ��r �,ry' i, ��.,��.�✓1� /�� TYP o3s 1FiICK G.�'� •'� �rc, a'�`i. fi""'"�± • � . _ �.,,,.,�._�.,�„�____ V� .Ay r�+ �\ .:-, _ SAND BEDDING CWRSE 2'7HICK %\ \..::. r,.�v / FILTER FABRIC p _ _ j\j/ AGGREGATE BASE CRUSHED 6�YIN.PONDNG �/ i.�."a�i isi::.-'<'�' j�\ �\��\ � , . ��,PX• v � oanaau cEO�xmE ow j'. ""'""" �---�—-�...d.�,., � �\�\`�\ � BOTTOM AND SIDES OF BIO-TREATMENT SOIL �a�.. ��,�� j �A 4 OPEN—GRADEO BASE (BSM)MIX PER SPECS I . .'..j...:�'..::...,':.;.�'.,..:;.. . SOIL SUBGRADE . 1 s• , ,_,_, , , {'YIN 6' ♦ . � . 12"MIN OF CLASS II PERMEABLE ROCK PER NATIVE SOIL CALTRANS SPECIFICATIONS DO NOT COMPACT RAIN GARDEN (BIORETENTION AREA,� N.T.S. NOTE: SURFACE AREA OF THE BIOTREATMENT SOIL SHALL EQUAL 47.OF THE AREA OF THE SITE THAT DRAINS TO TREATMENT MEASURE, UNLESS SIZING CALCULATIONS ARE SUBMITTEO DEMONSTRATING THAT PROVISION C.3 REQUIREMENTS ARE MET USING A SMALLER SURFACE AREA TYPICAL POROUS ASPHALT PAVEMENT � N.T.S. UNIT PAVERS AIIN.3 1/4 TMICK CURB EOGE RESTRniNT WITH CUT—WTS FOR OVERFLOW DRAINAGE SANO BEDOING COURSE 2"THICK FIL7ER FABRIC 8'OPEN—GRADED CRUSHED AGGREGATE BASE CEOlEXTILE ON BOTTOM AND �� /�� SIDES OF OPEN—GRADED BASE SOIL SUBGRADE—A1INIMU4 COMPACTION TYPICAL PERMEABLE INTERLOCKING CONCRETE PAVERS N.T.S. SMP : ��. � ENGINEERS CIVIL ENGINEERS LAND SURVEYORS 1534 CAROB IANE LOS ALTOS,CA 94024 TEL: (650)941-8055 FnX: (650)941-8755 OWNER: COPYRIGHT OC 2014 SMP ENGINEERS CIVIL ENGINEERS � � Q o � � � � W Q � U zcnz OU � � 0 W � N Q � Uc� Z � � � J � � Z m z � J � c� ,� JQ Q � ��-- � � � LL L1J Z Z � O � U � � � J f W � U W {.i.. � o pttpFESSlppq! �g�4�t,0 ��, W z ��,� � ��o�p 6 � �[ Ib.CM620 * ✓'f9l CM� �3� f D� CA�� oac�: 4/15/2014 Scole: AS NOTED Prepored Dy. A.A./R.J. Checked by. A.A. �r 213032 Sheet: 4 OF 5 C-4 sMP �� I; �:; ENGINEERS CIVIL ENGINEERS LAND SURVEYORS 7534 CAROB LANE LOS ALTOS,CA 94024 TEL: (650)941-8055 FAX: (650)941-8755 OWNER: COPYRIGHT CO 2074 SMP ENGINEERS CIVIL ENGINEERS vJ � Q S J � � W a � U Q O a � z OV � � w Z � � N Q � Uc? z °C � � J � � WmZ � ZJQ.. (� XJQ Q � F=- F-=— O � � w U Z Z N 0 � U � Z 0 � U W � � � U ppOFESSIppq �`��EA�'4'i'O`�c. W �, � : � � �� 3-J1-2016 * Nw C44620 l� si �Nll 3� 9t Q� f Of CAU� Date: 5/5/2014 Scaie: 1"= 10' Prepored by A.A./R.J. Checked by. A.A. �ob�: 213032 Sheet: 5 OF 5 C-5 SITE ' VICINITY MAP NTS � / � � / � I I TRACT No 4823 WESTRIDGE VILLAGE TENTATIVE MAP SIX NEW SINGLE FAMILY RESIDENCES WITH DETACHED WORKSPACES 10121 N.FOOTHILL BLVD. CUPERTINO,CALIFORNIA 95014 ALL OF LOT 68, AS SHOWN ON THAT CERTAIN MAP ENTITLED "TRACT N0. 4823 WESTRIDGE VILLAGE", WHICH MAP WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY RECORDER, SANTA CLARA COUNTY, CALIFORNIA ON APRIL 23, 1970, IN BOOK 267 OF MAPS, AT PAGES 22 AND 23. CITY OF CUPERTINO CALIFORNIA SCALE: 1"=20' MARCH 2O14 SMP ENGINEERS I I D -�f I I � O I I � � I I I -` - - � - - i - - - / ' / / / _ -- - - - � / / � / / / 1 I � - - - - - - Zo GRAPHIC SCALE .o c rr,�eer, 1 inch=20 R I I I I I I GIVER LAWRENCE P. I GAHRAHMAT FAMILY II LP &RHONDA C. APN#342-32-147 I APN#342-32-146 RESIDENTIAL RESIDENTIAL - - - - - � - - - - - � / STREET CENTERLINE - - T- - - I`. I " O1 I ol I I I i I '-- 47.80' T� ---------�� I LOT 6 I 4,119 sq.ft. � I 0.095 acres � NAZHAND SIAMAK � &PARISA � / APN#342-32-149 � � RESIDENTIAL I �/ �.�o'�� i � � DI � O 1 rj �1 � - - - - -� 47.60'_� PLOSHAY JEFFERY A. 8 KIMBERLY A. APN#342-32-148 RESIDENTIAL TRACT No 6272 SILVEROAKS WEST SILVER OAK WAY - (R/W 60' WIDE) - 234.93' N89'40'00"W _ _�� N89'40'00"W 154.26' �__� 103.45 151.25' (T) ,�; __ _ � -� _________________�_-_� LOT 1 R=2o.o0'� 4,750 sq.ft. A=sa•a�'oo" 0.109 acres �=2s.so' �COMMON AREA AND PRIVATE DRIVEWAY -2.20' 12t.71' LOT 2 .. ' �� // . LEGEND AND ABBREVIATIONS BASIS OF ELEVATIONS: ---rr--- srREeT cENreR uNE ---------- EXTERIOR BOUNDARr L�hE THE BASIS OF ELEVATIONS fOR THIS MAP IS THE SANTA CLARA VALLEY NEw LoT uNE WATER DISTRICT BENCHMARK BM401, A BRASS DISK LOCATED ON TOP OF THE NORTHERLY CURB FOR INTERSECTION OF SOUTH FOOTNILL BOULEVARD - - - - - ExiSi.PROaERtr�inE AND RANCHO VENTURA STREET, CITY OF CUPERTINO. ------------- EASEMENT uNE ELEV= 397.64(NAVD88) Q INDICATES FOUND STANDARD CITY MONUMENT INDICATES FOUND MONUMENT AS NOTED BASIS OF BEARINGS: o INDICATES SET CITY STANDARD MONUMENT O INDICATES SET 3/4'IRON PIPE N1TH CAP RCE 32a36 BEARINGS ARE BASED ON THE CENTERLINE OF SILVER OAKS WAY AS �,d�� A PuE PUBLIC UTILITY EASEMENT SHOWN ON THAT MAP RECORDED IN VOLUME �QJ � PiEE INGRESS/EGRESS EASEMENT 23, SANTA CLARA�C��S?`�'' L }- M�Z�� I Z�rO�'f�l�T �-'^� I� PSE PUBLIC SERVICE EASEMENT ,J p,�� f,_aZ�,�j .ti� � EAE EMERGENCY ACCESS EASEMENT y � �/� � PSDE PRIVATE STORM DRAiN EASEMEN? REFERE CES: ,,�:,':�x;�=,.'�,q,� �(�(j � PSSE PRIVATE SANITARY SEwER EASEMENT r s'{ ti i,.4 ,a af � . bal/- +Aw-ef• O 267-M-22& 23 ^�:.�•�ifr'�k"��'Y'S°'=' R.O.W. RIGHT OF WA� � 361-M-39� ExIST. ExISTiNG 4 SB SETBnCK . . , � - � � � . �_Z��oi . _ . . .,:._.�.....�...��..- s_�,i��4- . ,.,,.�,M_....�_.._...r..->-----' u�� : � .T�.�-a;-i�� .S.i..�-'`.,- _. � r c �.�b�*t'�c�At'.,s„� � d �_... � - "' GENERAL NOTES � --'�%,� 3.01' R=20.00' �A=84'47'00" L=29.60' � � I N � � � . � I 3,603 sq.ft. I 0.082 acres � N 2.45' 121.71' LOT 3 3,603 sq.ft. 0.082 acres .' I LOT 7 4,290 sq.ft. � 0.099 acres � COMMON AREA I 2.70�1 n ' a � c � I 1.95' 121.71' LOT 4 3,103 sq.ft. 0.071 acres 121.71' LOT 5 3,177 sq.ft. 0.073 acres � � I N I Z � � PROPOSED ROW � I A `''- I ° o� °- I �� '�N 1�-' I � I o � o 0 I � I � I I �� 'p.S.E. ( I rn I ; 121.71' � O v 169.51' `� � �^',, � �� J - N89'40'00"W 172.52' TRACT No 7207 FOOTHILL COMMERCIAL CONDOMINIUMS I 'n O O � � � r 3.0' DEDICATION p� 475 sq.ft. � 0.011 acres 0 Z� • O � � W o � O � � � � I � °' m o N � � � EXISlING ROW I m m � 0 z c � � z r �m =�3.01-------65.00�--------- I � I I I I � PROPOSEDLOTS SQ.FT. ACRES LOT 1 4,750 0.109 �OT 2 3,603 0.082 LOT 3 3,603 0.082 LOT 4 3,103 0.071 1. PROPERTY Owt�ER: l0T 5 3,177 0.073 FOOTHILL AUTO SER�10Edc DETAIL,INC. to�2i N.FOOTHILL BLVD. LOT 6 4,119 0.095 CUPERTINO,CA 95014 2. SUBDiHDER: LOT 7 4,290 0.099 JONATHAN 786,LLC. 22 S.SANTA CRUZ AVE.2ND FLOOR DEDICATION 475 0.011 LOS GATOS,CA 95030 TOTAL 27,120 0.622 3. PREPARED BY: ALFREDO ANDRADE,RCE 44620 SAIP ENGINEERS CMl ENGINEERS AND LAND SURVEYORS 1534 CAROB LANE LOS A1T05,CA 94024 (650)94t-8055 EX�STING PARCEL SQ.FT. ACRES 4. ASSESSOR'S PARCEL NUMBER: 342-32-070 PARCEL A 27,120 0.622 5. CON?WR INTERVAL=1' 6, EXIS7ING UND USE: COMAIERCIAL 7. PROPOSED LAND USE:LOTS 1 THRU 5 MIXED USE;LOT 6 S.F.RESIDENTIAL;LOT 7 COMMON AREA. 8. EXISTING N'ELLS: THERE ARE NO KNOWN WELLS. 9. FL000 ZONE CLASSIFICATION:fEMA FLOOD ZONE%-AREAS OF 0.2R ANNUAL CHANCE FLOOD;AREAS OF 19. ANNUAL CHANCE FLOOD N1TH DEPTHS Of LES$THAN 1 FOOT OR N1TH DRAINACE AREAS LE55 THAN 1$WARE MILE: AND AREAS PROTECTED BY LEVEES FROM 1x ANNUAL CHANCE FLOOD. 10.STREETS:A�l PROPOSED STREET MODIFlCATIONS 1MLL BE DEDICATED AND IMPROVED TO THE SATiSFACTION OF THE OIRECTOR OF PUBLIC WORKS. 11.E%ISTING USE OF ADJACENT PROPERTIES:RESIDENTIAL AND COMAIERCIAL. 12.WATER:SAN JOSE WATER COMPANY 13.FlRE PROTECTION:CITY OF CUPERTNO 14.SANITARY SEWER: CUPERTINO SANITARY DISTRICT 15.POWER AND GAS:PACIFlC GAS AND E�ECTRIC. 16.TELEPHONE:ATdeT 17.PROPOSED STREET PLANTING:IN ACCORDANCE MAiH CITY ORDINANCE N0.125 18.AREA TO BE SUBDIVIDED:APPROXIMATELY 0.62 ACRES(27,120 SOUARE FEET)INTO 7 LOTS. 79.NEW EASEMENT FOR PUBLIC UTILITIES(P.U.E.),PUBLIC SERVICE(P.S.E.), PRIVATE INGRE55 AND EGRESS EASEIAENT (P.LE.E.).PRIVATE STORM AND SANITARY EASEMENTS(P.S.D.EJ AND(P.S.S.E.)SHALL BE DESIGNATED ON THE FINAL MAP. 20.CONTWR ELEVATION:SANTA CLARA VALLEY WATER OISTRICT BENCHMARK. 21.ALL DIMENSIONS ARE APPROxIMATE. 22.NO NEW STREET NAMES ARE SPECIFICALLY PROPOSED AT THIS TiME. � � -�j �I��°�_y4 ( !��1�Y ;� � ��:��' B 1 . �- -_. _. --- Y I I .__-._ ._ �».._. 3 > � 60,0' I3 0 0 � 30.0' 30.0' � � 'Z � � J X � � W W 5.� 5.0� 20.0� iW �w � EXIST.SIDEWALK AC OYiRL�Y _EXIST�CURB&GUTTER I __ _� NEWCURB,GUTIER� SILVER OAK WAY TYPICAL SECTION DRiVEWAY,SIDEWALK AND PAVEMENT N.T.S. SMP I''' i I ♦ ENGINEERS CIVIL ENGINEERS LAND SURVEYCRS 1534 CAR08 LANE LOS ALTOS,CA 94024 TEL (650)941-8055 FAX: (650)941-8755 OW�v'ER: COPIRIGHT OC 2074 SMP ENGINEERS CIVIL ENGINEERS � � � U '^ O VJ � W I- � � aW � o � � � � U � Q � � v t-- � J �"� Z W m Z Z J ~ X = Q VJ � � � Z N � T �:�� QRpFESSlppq� :��Aq'� �yc � � �o� � owaa r^A 3-31-2016 �c rb.cwszo �F �'l9j C/VIL �\V' f 0� CAU�� Date: 3/12/2014 SCOIC: Prepared by. A.A./R.J. Checked by. A.A. Job/: 213032 Sheet: TM A PLANTANUS REACEMOSA ��: �t ��" ;�:� �+., � }�_''�x � i� i,� �fy � ~��: ��'�� &; �:� �♦i-,.�,■ � �°: '�� i'�JT y� e �� 1�£ ��' �..�4��1� �� «��{�� . � �� :� � 1 �i..� -q'�? �.: i�� r s, �� t ...'"`i��'F �"� � ' ".: "" ��1 + ',� .;.'+' -.C';��4 .,,r.� �'d'. N. 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C 11 24"BOX PER PLAN ACER RUBRUM RED MAPLE H ' � �uFS' '' ��'�� A W'. . ..�'� ' tARqNG _ _. ..... - .V '��,�: Nc�kRSPAC�E 4 � ,.l�.R�.i ��o � �_...- ___-_. . � . . _ .__'__.__�. _. :.:...:. �:L E 712 5 GAL PER PLAN ROSMARINUS OFFICIANALLIS'PROSTRATA' PROSTRATE ROSEMARY L `5� � , � 2 . ' ' � 1 � l D 15 24"BOX PER PLAN CERCIS OCCIDENTALIS WESTERN REDBUD L _ W_. ��..,,,,. � — i c � I .�n � . �U j�-� . ... . .. c �.�r n � c � 1 F -t � t W' ' ,', ` o�.w ... c • r H t . � • EH?FY , I ' F 92 1 GAL PER PLAN HEUCHERA MICRANTHA CREVICE ALUMROOT M __ u I W' �.�;• ,• F , . � �.�, � ,� . � � , . ----__-- _ � �. �� , � �� . � � G 157 1 GAL PER PLAN IRlS DOUGIASIANA DOUGLAS IRIS M `� k'��' nDa w ' I� _�. D D „'a X - URBAN SCREE� PLANIS URBAN $CREENING PLANTS H 174 1 GAL PER PLAN CAREX PRAEGRACILIS CLUSTERED FIELD SEDGE M v�nTFORnn w , "'� p uFf � �'� i� � x c� e:�" .,.., J 85 IS GAL PER P�AN ARCTOSTAPHYLOS DENSIfLORA'HOWARD MCMINN' MANZANRA L � w .' �--, t'-�' " ,` I "4 . . i i �.�� l.��x URBAN K 63 5 GAL PER PIAN CALAMAGROSTIS NUTKAENSIS PACIFIC REED GRASS L `N �, + .-.��;.: I �i i�K `� "�� SCREENING .___' '_..._. .___.-_ t t �� 'M G x� PIANT$ L 56 1 GAL PER PLAN MUHLENBERGIA RIGENS DEER GRASS M W ' WORKSPACE� p ''�`R{i I ` M 16 15 GAL PER PLAN RIBES DIVARICATUM SPREADING GOOSEBERRY L W ta�uNG I ;R?`A?c �,`c� i N`x� A � /. 1 R l x I N 18 15 GAL PER PLAN ROSA CALIFORNICA CALIFORN�A ROSE L ,M `� t .u �� •••�� • � � �.�� i _ , R � � — ,, » "'` �ti,�. � Q 59 15GA1 PERPIAN UMBEILULARIACALIFORNICA CALIFORNIABAYLAUREL M w f_ 1� x � •,:1.e r � r�,c� x r c..r,,� ;or,� o;;(o"■�x�{r j .. � " �� .o. .�.....�,,. (LOW 6RANCNINGCOLUMNS) - w � �, I��-�' � R 106 1 GAL PER PLAN ACHILIEA MILLEPOLIUM YARROW VL I A�4:c:=: ��-: w .----r� . . . , ,o� ,,o; �,o, �,o� �o� o: ,u. ;o� o, o. �o��. o�: �o. c. .o �p�. 'o o 'o �o� a o c o o �o. �o �o n "o �a� �o o a o 0 o u u �o�. �o o .o�. .a� o �o �o� c. �o u � S cor�i ieM SOD PER PLAN PACIFIC SOD-TIFWAY 419 TURF L ` * T 3 24"BOX PER PLAN LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM M � ro ee PLUGS PER PLAN AGROSTIS PALLENS BENT GRASS M ca�rin� V 14 5 GAL PER PLAN LAVATERA ASSURGEMIFLORA TREE MALLOW L W 56 TBD PER PLAN PODOCARPUS GRACIIIOR (15'+MIN.INSTALL) FERN PODOCARPUS M/L PLANTING NOTES: - SOILTO BE SAMPLED BY WALLACE LABS T#�310)615-0116 - CONTRACTOR TO AMEND PER WALLACE LAB RECOMMENDATION - ADD CAL BLEND LEAF POST WfTH BIOSTART ADDED,7'MIN CAL BLEND(PH.800.425.3631) - LEAFPOST MULCH ON SURFACE OF ALL P.A. - DURA EDGE AT ALL P.A.EDGES W W W.JDRUSSEICO.COM(PH.800.888.7425) CONFIRM MODEL WfTH DESIGNER - AUTOMATED IRRIGATION SHALL BE PROVIDED FOR THE LANDSCAPED AREAS .� PRIVACY HEDGE NOTE: �NSTALLING 157 L.F.OF 15'TALL BAMBOO. THIS WILL CREATE AN INSTANT 15'PRIVACY HEDGE TO OFFER SCREENING TO THE ADJACENT PROPERTIES t � HORIZOMAL STRIPS PROPOSED PRIVACY HEDGE VROPOSED PERMEA6LE SAND FINISH CONCRETE UM6ElLULARIA CAUFORNICA DECORAi1VE PAVERS OR CONTRASTING 'CALIFORNIA 6AY IAUREL' DECORAiIVE PAVERS (10'•1S HEIGHTINSiALLED) o � I �� t . �,�°- ��,. PLANTING PLAN 3/32" : 1'-0" � . � r �� w _ � � w� O Q O Q� � N?�7 U a?Z �3r aQ� w�q�no�ma �o�cWi�o3 (�N N Q)�Z 3�oa�c� � �Z Km�wO�"uwi Q J�O�Z ZWZmZ�O r- v��irwn��3z� p�Op<wazZ `riW�ZpwoQ� �Ww pv� ¢�y N woN aw�� $oa�� z�aa7d'�3uE J J y H O � � � J � m �-- � J � J O� —Z L Q r~� O�L pW� ��o �� ZU— J � Q N U � � miriam . rainville landscape design + planning 1632 aviation blvd redondo beach califomia 90278 ph 310.378.2650 mi ria m@ rai nvi Iledesig n.com 03-07-13 04-14-14 03-14-13 04-15-14 05-20-13 OS-05-14 09-06-13 10-03-13 01-17-14 01-22-14 02-19-14 03-04-14 03-OS-14 03-11•14 DATE:04.15.2014 SCALE: AS SHOWN DRAWN BY: AQ L - 2 PLANTING PLAN • • or 1 lona . n o�a lon . ee 1 e _ _ _ _ _ _ _ _