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PC Summary 03-22-2011 City of Cupertino 10300 Torre Avenue Cupertino, CA 95014 (408) 777-3251 C U P E RT I N O FAX (408) 777-3333 Communit�� Development Department To: Mayor and City Council Members From: Aarti Shrivastava, Community Development Director Date: March 24, 2011 Subj: REPORT OF PLANNING COMMISSION DECISIONS MADE March 22, 2011 Chapter 19.32 of the Cupertino Municipal code provides for appeal of decisions made by the Planning Commission 1. Application ASA-2011-01, M-2011-01, Irving Gonzales (Gate of Heaven Cemetery), 22555 Cristo Rey Dr Description Architectural and Site approval to allow the installation of new burial grounds (no changes to the general location and number of upright markers from the previously- approved plans) and associated structural and site improvements at an existing cemetery; Modification of a Use Permit (U-2005-04) to allow the installation of new burial - grounds (no changes to the general location and number of upright markers from the previously approved plans) and associated structural and site improvements at an existing cemetery Action The Planning Commission approved the application on a 5-0 vote. Enclosures: Planning Commission Report March 22, 2011 Planning Commission Resolution (s) 6622, 6623 Approved Plan Set ' 2. Application EXC-2010-12 (EA-2010-05), Daryl Harris (Steakley residence), 21750 Rainbow Rd Description Residential Hillside Exception for a 5,931 square foot, single family residence on a slope greater than 30% and a rear second story setback of 20 feet where 25 feet is required Action The Planning Commission approved the application on a 5-0 vote. Enclosures: Planning Commission Report March 22, 2011 Planning Commission Resolution (s) 6624 Approved Plan Set g:�lIAlItllri Hearing/summary to cc032211 � 2 OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3308 • FAX (408) 777-3333 • plannin7�,�ru:pertino.orQ CUPERTINQ PLANNING COMMISSION STAFF REPORT Agenda Item No. _,� Agenda Date: March 22, 2011 Application: M-2011-01, ASA-2011-01 Applicant: Irving Gonzales, of Gonzales Architects on behalf of Gate of Heaven Catholic Cemetery Owner: Roman Catholic Diocese of San Jose Property Location: 22555 Cristo Rey Drive (APN: 342-63-002, 342-63-004, and 342-63-005) Environmental Determination: Categorical Exemption APPLICATION SUMMARY Modification of a Use Permit (U-2005-04) and Architectural and Site approval to modify an approved plan for the installation of new burial grounds and associated structural and site improvements at an existing cemetery. The general location of the proposed new burial grounds (including the location of the proposed upright markers) is not changed from the approved plan, and the number of proposed upright markers is slightly reduced from the. approved plan. RECOMMENDATION Staff recommends that the Planning Commission approve the project in accordance with the Model Resolution (See Attachment 1). PROJECT DATA General Plan Designation: Quasi-Public/Institutional Zoning Designation: BQ (Quasi-Public Building) Lot Area (Total Cemetery): 2,545,646 square feet Acreage (Total Cemetery): Approx. 58 acres Lot Area (Modification application): 174,453 square feet Acreage (Modification application): Approx. 4 acres Gazebo Square Footage: Approx. 2,200 square feet Project Consistency with: General Plan: Yes Zoning: Yes Environmental Assessment: Categorically Exempt per Section 15301 (Existing Facilities) and 15303 (New Construction) of the California Environmental Quality Act (CEQA) M-2011-01, ASA-2011-01 Gate of Heaven Catholic Cemetery March 22, 2011 Page 2 BACKGROUND Site Location/Existing Conditions The cemetery is approximately 58 acres and is located in the hillsides of the Oak Valley area, south of Cristo Rey Drive, and west of N. Foothill Boulevard. It is surrounded by the Oak Valley residential development to the north, Santa Clara County public recreation open space area to the south and west, and a Pacific Gas and Electric (PG&E) substation to the east. The project site involves only a four (4) acre portion of the cemetery that is currently vacant and undeveloped, but was approved for burial locations (including upright marker burials), landscaping and site improvements with the Use Permit. The site is located approximately along the north east portion of the cemetery that is adjacent to four residential properties in the Oak Valley residential neighborhood to the north, and the PG&E substation site to the east. The remaining areas adjacent to the project site are part of the existing cemetery. Cemeten� Background The cemetery was annexed into the City of Cupertino in 1986 from the County of Santa Clara, and operated under a Santa Clara County Use Permit approved in 1962 (See Attachment 4) that allowed for development in the cemetery, including location and design of access driveways, horizontal markers, and all statuary and shrines, to be approved by the Planning Comnussion. Recent Approvals On August 23, 2005, the Planning Commission approved a Use Permit (U-2005-04) (See Plaiuling Commission Resolution No. 6314 as Attachment 2) for statuary, Veterari s markers and landscaping at an existing cemetery, Gate of Heaven Catholic Cemetery, located at 22555 Cristo Rey Drive. The Planning Coinmission did not approve the cemetery's request for upright markers in two areas of the cemetery due to the concerns raised by adjacent residents in the Oak Valley neighborhood. On November 15, 2005, Gate of Heaven Catholic Cemetery appealed the Planning Commissiori s decision to the City Council. The City Council upheld the appeal by allowing the upright markers (See City Council Action Letter as Attachment 3). On January 17, 2006, the City Council considered and denied a petition for reconsideration of the City Council's decision to allow the upright markers. The petition was filed by homeowners in the Oak Valley neighborhood. DISCUSSION Modification Request and Architectural and Site Approval The applicant is requesting approval to modify Use Permit, U-2005-04, to amend only a four-acre portion of the previously approved architectural and site plans for burial ground locations, landscape and site improvements. The modifications include the following: 1. Amend the roadway system to allow for a continuous roadway around the full perimeter of this portion of the cemetery as outlined in the proposed site plan (See Page A1.0 of Plan Set in Attachment 8). The currently-approved plan (See Page A1.0 in Attachment 8) does not include a roadway around the full perimeter of this area, only around the south eastern portion of the project site. This revision will shift the ground burial locations an additional 30 feet to the east and south, thereby moving it further away from the adjacent residential development. M-2011-01, ASA-2011-01 Gate of Heaven Catholic Cemetery March 22, 2011 Page 3 2. Modify the site layout of the terraced upright marker burial locations at the southern end of the project site to incorporate a site design with less curvatures of the terraced areas and less rows of terraces, minimizing disturbance of the existing grade. No changes are proposed to the general location of the upright markers. Additionally, there is a reduction in the number of proposed upright marker plots than in the approved plans. The cemetery was approved for 1,185 upright marker plots. The revised plan reduces the total number of upright markers to 1,138 plots. 3. Construct a new columbaria to be located under the new covered gazebo area consisting of vaults within the niche walls and in ground vaults under the circular bands for cremain burials. The currently-approved plan allowed for three columbaria areas in the northern section of the project site for a total of 1,440 above ground cremain niches and no in ground cremain vaults. The proposed plan decreases the above ground cremain niches to 750 vaults (48% decrease from the previously approved plans) by assembling all of the above ground cremain vaults in one columbaria area. 4. Construct a new circular gazebo over the new columbaria at the eastern elbow of the site. The circular gazebo was not part of the previously-approved plan. The covered gazebo will be approximately 16 feet high and 53 feet in diameter, providing shelter for the columbaria and visitors to the columbaria. The gazebo will be constructed of wood material with a light colored fabric canopy and bamboo/grass/resin infill panels to diffuse the sunlight. The gazebo area will be improved with a raised planter/seating wall area and raised alter, a statue of St. Mary, integral color concrete floor surface with memorial bands, an entry plaza with permeable pavers, and niche walls. The covered gazebo area will also facilitate as a gathering area after the conclusion of services at the graveside. 5. Create a new vista point with paved terrace and planters at the southeast corner of the site and construct a parking area of six (6) angled spaces along the southern perimeter of the project site. 6. Modify the landscape plan (See Plan Set Page LP-1 in Attachment 8) in accordance with the new site plan and incorporate additional shade trees in the in ground burial areas and additional landscaping along the perimeter of the site. New trees will include Chinese Pistache, Sweet Michelia and Red Sunset Maple trees for shading and accent in the burial locations. Existing cherry trees and shrubs that were planted along the northern perimeter of the site adjacent to the Oak Valley residential properties will remain in place. Additionally, existing redwood trees located along the eastern perimeter of the site will be retained. No other changes are proposed to the cemetery or to the approvals previously granted under U-2005-04. With the exception of the items listed above, the new conditions of approval will specify that all previous use permit conditions will remain in effect. Neighborhood Meetings The applicant hosted a neighborhood meeting at the cemetery on July 22, 2010 (See meeting Question and Answer notes as Attachment 5), inviting residents adjacent to the project site from the Oak Valley residential neighborhood to review and comment on their proposed plan for this area. The applicant hosted this meeting as a means to show good faith efforts to work with the adjacent residences and to hear input from the residents to address their concerns and needs. Key comments received are summarized as follows: • Move the gazebo/columbaria area away from the neighboring residential area. The gazeb%olumbaria have been moved to the eastern elbow of the project site as shozun in the proposed plans. M-2011-01, ASA-2011-01 Gate of Heaven Catholic Cemetery March 22, 2011 Page 4 • Eliminate additional redwood trees proposed to be planted along the adjacent property line to the north near the residences. The additional redwood trees have been eliminated, and this area will retain the existing cherry trees. As a result of the applicants' efforts, adjacent residential neighbors have sent them emails supporting the project (See Attachment 6). Project Phasing/14 year approval The applicant is requesting approval of this modification application and architectural and site approval as a phased project, with a life span of approximately 14 years. Unlike a typical development project, the development and expansion of a cemetery is dependent upon the need and sales of plots over time. The project is proposed to consist of four (4) phases as indicated in the table below and on the plan on Page A1.0 in Attachment 8. The applicant intends to vest the approval by beginning the first phase of the development within one year of the entitlement. The scope, estimated time frame and construction duration are also indicated in the table below. Additionally, the applicant has provided a description of the construction activities associated with each phase of development (See Attachment 7). Proposed Development Phasing Schedule Scope, Estimated Time Frame & Construction Duration Phase 1 • Roadway & Landscape Buffer • Year 1 time frame • 1-2 month construction duration Phase 2 • Ground Burials and Gazebo 1,492 in ground plots, 250 in ground cremains, 750 above ground cremain niches • Years 6-10 time frame � 3-5 month construction duration Phase 3 • Ground Burials 1,222 in ground plots • Years 2-5 time frame • 1-2 month construction duration Phase 4 • Terraced Ground Burials 1,138 upright marker plots • Years 11-14 • 3-5 month construction duration Staff supports phasing because it is consistent with the development schedule of cemetery uses and the most important residential landscaping buffers and roadways are being constructed during Phase 1. A condition has been added to require a comprehensive construction management plan to be approved by the Director of Community Development prior to start of construction. The condition reads: A comprehensive construction management plan shall be prepared by the applicant and approved by the Director of Community Development prior to the start of construction on site (including grading) or issuance of building permits, whichever occurs first. M-2011-01, ASA-2011-01 Gate of Heaven Catholic Cemetery March 22, 2011 Page 5 Staging of construction equipment shall not occur within 250 feet of any residential property. Otlzer Departments Review The Public Works, Building, Fire Departments, and the Cupertino Sanitary District have reviewed the application and have no major concerns regarding the proposed project. Conditions of approval have been incorporated into the Model Resolution to ensure compliance with requirements of these departments and agency. Environmental Reviezu The proposed project is located within an existing cemetery in an area that currently has approval to improve the site with burial locations, landscaping and statuary. The addition of the gazebo is an ancillary structure to the cemetery. Therefore, the proposed project is considered categorically exempt per Sections 15301 and 15303 of the California Environmental Quality Act (CEQA). Staff Recommendation Staff is supportive of the proposed application as it is consistent with the City's Zoning Ordinance and General Plan for this property. Prepared by: Aki Honda Snelling, AICP, Senior Planner Reviewed by: Approved by: o Aarti Shrivastava City Planner Community Development Director ATTACHMENTS: Attachment 1: Model Resolutions Attachment 2: Planning Commission Resolution No. 6314 Attachment 3: City Council Action Letter of November 15, 2005 Attachment 4: Santa Clara County Use Permit of 1962 Attachment 5: Question & Answer Notes from Neighborhood Meeting Attachment 6: Emails from Adjacent Residential Neighbors Attachment 7: Construction Activity Description Attachment 8: Plan Set G: � Plarining \ PDREPORT � pc M reports � 2010 � M-2011-Ol.doc ASA-2011-01 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6622 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING AN ARCHITECTURAL AND SITE APPROVAL TO ALLOW THE INSTALLATION OF NEW BURIAL GROUNDS (NO CHANGES TO THE GENERAL LOCATION AND NUMBER OF UPRIGHT MARKERS) AND ASSOCIATED STRUCTURAL AND SITE IMPROVEMENTS AT AN EXISTING CEMETERY LOCATED AT 22555 CRISTO REY DRIVE (GATE OF HEAVEN CATHOLIC CEMETERY) SECTION I: PROTECT DESCRIPTION Application No.: ASA-2011-01 Applicant: Irving Gonzales on behalf of Gate of Heaven Catholic Cemetery Location: 22555 Cristo Rey Drive (APN 342-63-002, 342-63-004, and 342-63-005) SECTION II: FINDINGS FOR ARCHITECTURAL AND SITE APPROVAL WHEREAS, the Planning Commission of the City of Cupertino received applications for a Modification of a Use Permit and an Architectural and Site Approval, as described in Section II of this Resolution; and WHEREAS, the necessary public notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held one or more public hearings on this matter; and WHEREAS, the applicant has met the burden of proof required to support said application; and has satisfied the following requirements: 1) The proposal, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; and 2) The proposal is consistent with the purposes of this chapter, and will be located and conducted in a manner in accord with the Cupertino Comprehensive General Plan and Cupertino Zoning Ordinance. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the application for Architectural and Site Approval is hereby Approved, subject to the conditions which are enumerated in this Resolution beginning on Page 2 thereof; 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. ASA-2011-01, as set forth in the Minutes of the P1ai�uling Commission Meeting of March 22, 2011, and are incorporated by reference though fully set forth herein. Resolution No. 6622 ASA-2011-01 March 22, 2011 Page-2- SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPARTMENT 1. APPROVED EXHIBITS The approval is based on Exhibits submitted by Gonzales Architects, titled "St. Mary Section;' dated March 4, 2011, consisting of pages A1.0, A2.0, LP-1, Preliminary Grading and Drainage Plan, Memo to the Canyon Oak Way Home Neighbors dated September 13, 2010 and Questions and Answers of the Proposed Development Dated August 12, 2010, and the Construction Activity Description in the letter dated March 4, 2011, except as may be amended by the Conditions contained in this Resolution. 2. USE AND DEVELOPMENT APPROVAL Approval is granted to modify Use Permit, U-2005-04, to modify an approved plan of burial ground locations, landscaping and site improvements for an approximately four (4) acre portion of the cemetery as shown in the approved Exhibits. The applicant shall prepare a construction phasing schedule, demonstrating completion of the project within 14 years of this approval upon the conceptual phasing schedule provided below that prescribes the scope of work, timing of development and construction activity duration of each phase: Proposed Development Phasing Schedule Scope, Estimated Time Frame & Construction Duration Phase 1 • Roadway & Landscape Buffer • Year 1 time frame • 1-2 month construction duration Phase 2 • Ground Burials and Gazebo 1,492 in ground plots, 250 in ground cremains, 750 above ground cremain niches • Years 6-10 time frame • 3-5 month construction duration Phase 3 • Ground Burials 1,222 in ground plots • Years 2-5 time frame • 1-2 month construction duration Phase 4 • Terraced Ground Burials 1,138 upright marker plots • Years 11-14 • 3-5 month construction duration 3. CONSTRUCTION MANAGEMENT PLAN A comprehensive construction management plan shall be prepared by the applicant and approved by the Director of Community Development prior to the start of construction on site (including grading) or issuance of building permits, whichever occurs first. Staging of construction equipment shall not occur within 250 feet of any residential property. 4. PREVIOUS CONDITIONS OF APPROVAL All prior use permit conditions of approval (U-2005-04) and approvals through prior applications to this application shall remain in effect unless superseded by or in conflict with subsequent conditions of approval, including conditions of approval for ASA-2011-01. Resolution No. 6622 ASA-2011-01 March 22, 2011 Page-3- 5. SIGNAGE & SIGN PROGRAM Signage is not approved with this use permit application. The applicant shall be required to submit an application for a sign program and signage prior to installation of any signage on site. Signage shall conform to the City's Sign Ordinance. 6. ACCURACY OF THE 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. 7. OTHER DEPARTMENTS REVIEW All building department, fire department and Cupertino Sanitary District comments must be addressed prior to issuance of any permit required by the City. 8. LANDSCAPE PLAN The applicant shall submit detailed landscape and irrigation plans to be reviewed and approved by the Director of Community Development prior to issuance of building permits. The landscape plan shall include water conservation and pesticide reduction measures in conformance with Chapter 14.15, Landscaping Ordinance, and the pesticide control measures referenced in Chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, of the Cupertino Municipal Code. 9. LANDSCAPE INSTALLATION REPORT The project is subject to all provisions delineated in the Landscape Ordinance (CMC, Chapter 14.15). A landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not limited to: inspection to confirm that the landscaping and irrigation system are installed as specified in the landscape and irrigation design plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that causes overland flow, and preparation of an irrigation schedule. 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." 10. LANDSCAPE AND IRRIGATION MAINTENANCE Per the Landscape Ordinance (CMC, Chapter 14.15), a maintenance schedule shall be established and submitted to the Director of Community Development or his/her designee, either with the landscape application package, with the landscape installation report, or any time before the landscape installation report is submitted. 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 irispection; 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. Resolution No. 6622 ASA-2011-01 March 22, 2011 Page-4- 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. 11. 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 Developmen� as part of the landscape documentation package. 12. DUST CONTROL The following construction practices shall be implemented during all phases of construction for the proposed project to prevent visible dust emissions from leaving the site: a) Water all active construction areas at least twice daily and more often during windy periods to prevent visible dust from leaving the site; active areas adjacent to windy periods; active areas adjacent to existing land uses shall be kept damp at all times, or shall be treated with non-toxic stabilizers or dust palliatives. b) Cover all trucks hauling soil, sand, and other loose materials or require all trucks to maintain at least 2 feet of freeboard; c) Pave, apply water at least three times daily, or apply (non-toxic) soil stabilizers on all unpaved access roads, parking areas and staging areas at construction sites. d) Sweep streets daily, or more often if necessary (preferably with water sweepers) if visible soil material is carried onto adjacent public streets. e) The applicant shall incorporate the City's construction best management practices into the building permit plan set. 13. GRADING AND CONSTRUCTIO N HOURS All grading activities shall be limited to the dry season (April 15 to October 15). Grading hours shall be limited to Monday through Friday, 7 a.m. to S p.m. Grading, street construction, demolition or underground utility work shall not occur on Saturdays, Sundays and holidays, and during the nighttime period as defined in Section 10.48.053(b) of the Municipal Code. 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. Resolution No. 6622 ASA-2011-01 March 22, 2011 Page-5- 14. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. 15. SCREENING All mechanical and other equipment on the building or on the site shall be screened so they are not visible from public street areas or adjoining developments. Screening materials/colors shall match building features and materials. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. The location of equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 16. TREE PROTECTION As part of the demolition or building permit drawings, a tree protection plan shall be prepared by a certified arborist for the trees to be retained. In addition, the following measures shall be added to the protection plan: • For trees to be retained, chain link fencing and other root protection shall be installed around the dripline of the tree prior to any project site work. • No parking or vehicle traffic shall be allowed under root zones, unless using buffers approved by the Project Arborist. • No trenching within the critical root zone area is allowed. If trenching is needed in the vicinity of trees to be retained, the City's consulting arborist shall be consulted before any trenching or root cutting beneath the dripline of the tree. • Wood chip mulch shall be evenly spread inside the tree projection fence to a four-inch depth. • Tree protection conditions shall be posted on the tree protection barriers. • Retained trees shall be watered to maintain them in good health. • A covenant on the property shall be recorded that identifies all the protected trees, prior to final occupancy. The tree protection measures shall be inspected and approved by the certified arborist prior to issuance of building permits. The City's consulting arborist shall inspect the trees to be retained and shall provide reviews prior to issuance of demolition, grading or building permits. A report ascertaining the good health of the trees mentioned above shall be provided prior to issuance of final occupancy. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 17. STREET WIDENING Public street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. Resolution No. 6622 ASA-2011-01 March 22, 2011 Page-6- 18. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 19. 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 rio higher than the maximum height permitted by the zone in which the site is located. 20. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 21. 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. 22. 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 of the site and improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes or other appropriate means of storage) as necessary to avoid an increase of one percent flood water surface elevation of the culvert to the satisfaction of the City Engineer. 23. UNDERGROUND UTILITIES The 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. The 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. 24. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino, when the City Engineer deemed appropriate, 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 b. Grading Permit: $ Per current fee schedule c. Development Maintenance Deposit: $1,000.00 d. Storm Drainage Fee: $ TBD e. Power Cost: ** Resolution No. 6622 ASA-2011-01 March 22, 2011 Page-7- f. Map Checking Fees: N/A g. Park Fees: N/A h. Street Tree By Developer ** 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. 25. TRANSFORMERS Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be screened with fencing and landscaping or located underground such that said equipment is not visible from public street areas. The transformer shall not be located in the front or side building setback area. 26. 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. 27. DEDICATION OF WATERLINES The developer shall dedicate to the City all waterlines and appurtenances installed to City Standards (if any) and shall reach an agreement with San Jose Water Company for water service to the subject development. 28. NPDES CONSTRUCTION GENERAL PERMIT For any land disturbance greater than 1 acre in area, the developer must obtain a Notice of Intent (NOI) from the State Water Resources Control Board, 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. 29. 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 ireatment, 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. Resolution No. 6622 ASA-2011-01 March 22, 2011 Page-8- All storm water management plans are required to obtain certification from a City approved third party reviewer. 30. EROSION CONTROL PLAN The 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. 31. 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. 32. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 33. OPERATIONS & MAINTENANCE AGREEMENT The 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. 34. TRASH ENCLOSURES The trash enclosure plan must be designed to the satisfaction of the Environmental Programs Manager. Clearance by the Public Works Department is needed prior to obtaining a building permit. 35. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 36. STREET TREES Street trees shall be planted within the Public Right of Way, when specified by the City Engineer, and shall be of a type approved by the City in accordance with Ordinance No. 125. 37. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 38. SANTA CLARA WATER DISTRICT CLEARANCE Provide Santa Clara water district approval before recordation of the final map when necessary. The developer shall pay for and obtain Water District permit for activities or modifications within the District easement or fee right of way or affecting District facilities. 39. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 40. 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. Resolution No. 6622 ASA-2011-01 March 22, 2011 Page-9- 41. UTILITY EASEMENTS Clearance approvals from the agencies with easements on the property (including PG&E, PacBell, and California Water Company, and/ or equivalent agencies) will be required prior to issuance of building permits. 42. ROAD WAY AND DRAINAGE IMPROVEMENT REQUIREMENTS Provide full design plans for both the proposed road extension and all necessary storm drainage improvements. Plans and submittal documents shall include grading quantities, proposed contours and spot elevations, a profile of the road extension in comparison with existing elevations, calculated square footage of proposed impervious surface area, calculated increase in storm drain runoff due to increased impervious area and fully designed storm drain and detention/ retention system to ensure there is no increase in storm drain runoff from the property. Any retaining walls over 4-feet in height from top of wall to bottom of foundation will require full structural design with calculations. PASSED AND ADOPTED this 22nd day of March 2011, at a Regular Meeting of the Planning Commission of the City of Cupertino, State of California, by the following roll call vote: AYES: COMMISSIONERS: Chair Lee, Vice Chair Miller, Brophy, Sun, Brownley NOES: COMMISSIONERS: None ABSTAIN: COMMISSIONERS: None ABSENT: COMMISSIONERS: None ATTEST: APPROVED: / s/ Aarti Shrivastava / s/ Winnie Lee Aarti Shrivastava Winnie Lee, Chair Director of Community Development Planning Corrunission G: � Planning � PDREPORT� RES \ 2011 �ASA-2011-01 res.doc M-2011-01 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6623 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A MODIFICATION TO A PREVIOUSLY-APPROVED USE PERMIT (U-2005-04) TO ALLOW THE INSTALLATION OF NEW BURIAL GROUNDS (NO CHANGES TO THE GENERAL LOCATION AND NUMBER OF UPRIGHT MARKERS) AND ASSOCIATED STRUCTURAL AND SITE IMPROVEMENTS AT AN EXISTING CEMETERY LOCATED AT 22555 CRISTO REY DRIVE (GATE OF HEAVEN CATHOLIC CEMETERY) SECTION I: PROTECT DESCRIPTION Application No.: M-2011-01 • Applicant: Irving Gonzales on behalf of Gate of Heaven Catholic Cemetery Location: 22555 Cristo Rey Drive (APN 342-63-002, 342-63-004, and 342-63-005) SECTION II: FINDINGS FOR MODIFICATION WHEREAS, the Planning Comnussion of the City of Cupertino received applications for a Modification of a Use Permit and an Architeciural and Site Approval, as described in Section II of this Resolution; and WHEREAS, the necessary public notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held one or more public hearings on this matter; and WHEREAS, the applicant has met the burden of proof required to support said application; and has satisfied the following requirements: 1) The proposed use, 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; 2) The proposed use will be located and conducted in a manner in accord with the Cupertino Comprehensive General Plan and Cupertino Zoning Ordinance and the purpose of this title. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the application for Modification of the Use Permit are hereby Approved, subject to the conditions which are enumerated in this Resolution beginning on Page 2 thereof; 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. M-2011-01, as set forth in the Minutes of the Planning Commission Meeting of March 22, 2011, and are incorporated by reference though fully set forth herein. Resolution No. 6623 M-2011-01 March 22, 2011 Page-2- SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPARTMENT 1. APPROVED EXHIBITS The approval is based on Exhibits submitted by Gonzales Architects, titled "St. Mary Section," dated March 4, 2011, consisting of pages A1.0, A2.0, LP-1, Preliminary Grading and Drainage Plan, Memo to the Canyon Oak Way Home Neighbors dated September 13, 2010 and Questions and Answers of the Proposed Development Dated August 12, 2010, and the Construction Activity Description in the letter dated March 4, 2011, except as may be amended by the Conditions contained in this Resolution. 2. USE AND DEVELOPMENT APPROVAL Approval is granted to modify Use Permit, U-2005-04, to modify an approved plan of burial ground locations, landscaping and site improvements for an approximately four (4) acre portion of the cemetery as shown in the approved Exhibits. The applicant shall prepare a construction phasing schedule, demonstrating completion of the project within 14 years of this approval upon the conceptual phasing schedule provided below that prescribes the scope of work, timing of development and construction activity duration of each phase: Proposed Development Phasing Schedule Scope, Estimated Time Frame & Construction Duration Phase 1 • Roadway & Landscape Buffer • Year 1 time frame • 1-2 month construction duration Phase 2 • Ground Burials and Gazebo 1,492 in ground plots, 250 in ground cremains, 750 above ground cremain niches • Years 6-10 time frame • 3-5 month construction duration Phase 3 • Ground Burials 1,222 in ground plots • Years 2-5 time frame • 1-2 month construction duration Phase 4 • Terraced Ground Burials 1,138 upright marker plots • Years 11-14 • 3-5 month construction duration 3. CONSTRUCTION MANAGEMENT PLAN A comprehensive construction management plan shall be prepared by the applicant and approved by the Director of Community Development prior to the start of construction on site (including grading) or issuance of building permits, whichever occurs first. Staging of construction equipment shall not occur within 250 feet of any residential property. Resolution No. 6623 M-2011-01 March 22, 2011 Page-3- 4. PREVIOUS CONDITIONS OF APPROVAL All prior use permit conditions of approval (U-2005-04) and approvals through prior applications to this application shall remain in effect unless superseded by or in conflict with subsequent conditions of approval, including conditions of approval for M-2011-01. 5. SIGNAGE & SIGN PROGRAM Signage is not approved with this use permit application. The applicant shall be required to submit an application for a sign program and signage prior to installation of any signage on site. Signage shall conform to the City's Sign Ordinance. 6. ACCURACY OF THE 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. 7. OTHER DEPARTMENTS REVIEW All building department, fire department and Cupertino Sanitary District comments must be addressed prior to issuance of any permit required by the City. 8. LANDSCAPE PLAN The applicant shall submit detailed landscape and irrigation plans to be reviewed and approved prior to issuance of building permits. The landscape plan shall include water conservation and pesticide reduction measures in conformance with Chapter 14.15, Landscaping Ordinance, and the pesticide control measures referenced in Chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, of the Cupertino Municipal Code. 9. LANDSCAPE INSTALLATION REPORT The project is subject to all provisions delineated in the Landscape Ordinance (CMC, Chapter 14.15). A landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not limited to: inspection to confirm that the landscaping and irrigation system are installed as specified in the landscape and irrigation design plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that causes overland flow, and preparation of an irrigation schedule. 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." 10. LANDSCAPE AND IRRIGATION MAINTENANCE Per the Landscape Ordinance (CMC, Chapter 14.15), a maintenance schedule shall be established and submitted to the Director of Community Development or his/her designee, either with the landscape application package, with the landscape installation report, or any time before the landscape installation report is submitted. Resolution No. 6623 M-2011-01 March 22, 2011 Page-4- 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. 11. 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. 12. DUST CONTROL The following construction practices shall be implemented during all phases of construction for the proposed project to prevent visible dust emissions from leaving the site: a) Water all active construction areas at least twice daily and more often during windy periods to prevent visible dust from leaving the site; active areas adjacent to windy periods; active areas adjacent to existing land uses shall be kept damp at all times, or shall be treated with non-toxic stabilizers or dust palliatives. b) Cover all trucks hauling soil, sand, and other loose materials or require all trucks to maintain at least 2 feet of freeboard; c) Pave, apply water at least three times daily, or apply (non-toxic) soil stabilizers on all unpaved access roads, parking areas and staging areas at construction sites. d) Sweep streets daily, or more often if necessary (preferably with water sweepers) if visible soil material is carried onto adjacent public streets. e) The applicant shall incorporate the City's construction best management practices into the building permit plan set. 13. GRADING AND CONSTRUCTIO N HOURS All grading activities shall be limited to the dry season (April 15 to October 15). Grading hours shall be limited to Monday through Friday, 7 a.m. to 8 p.m. Grading, street construction, demolition or underground utility work shall not occur on Saturdays, Sundays Resolution No. 6623 M-2011-01 March 22, 2011 Page-5- and holidays, and during the nighttime period as defined in Section 10.48.053(b) of the Municipal Code. 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. 14. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. 15. SCREENING All mechanical and other equipment on the building or on the site shall be screened so they are not visible from public street areas or adjoining developments. Screening materials/colors shall match building features and materials. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. The location of equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 16. TREE PROTECTION As part of the demolition or building permit drawings, a tree protection plan shall be prepared by a certified arborist for the trees to be retained. In addition, the following measures shall be added to the protection plan: • For trees to be retained, chain link fencing and other root protection shall be installed around the dripline of the tree prior to any project site work. • No parking or vehicle traffic shall be allowed under root zones, unless using buffers approved by the Project Arborist. • No trenching within the critical root zone area is allowed. If trenching is needed in the vicinity of trees to be retained, the City's consulting arborist shall be consulted before any trenching or root cutting beneath the dripline of the tree. • Wood chip mulch shall be evenly spread inside the tree projection fence to a four-inch depth. • Tree protection conditions shall be posted on the tree protection barriers. • Retained trees shall be watered to maintain them in good health. • A covenant on the property shall be recorded that identifies all the protected trees, prior to final occupancy. Resolution No. 6623 M-2011-01 March 22, 2011 Page-6- The tree protection measures shall be inspected and approved by the certified arborist prior to issuance of building permits. The City's consulting arborist shall inspect the trees to be retained and shall provide reviews prior to issuance of demolition, grading or building permits. A report ascertaining the good health of the trees mentioned above shall be provided prior to issuance of final occupancy. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 17. STREET WIDENING Public street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 18. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 19. 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. 20. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 21. 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. 22. 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 of the site and improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes or other appropriate means of storage) as necessary to avoid an increase of one percent flood water surface elevation of the culvert to the satisfaction of the City Engineer. 23. UNDERGROUND UTILITIES The 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. The 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. 6623 M-2011-01 March 22, 2011 Page-7- 24. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino, when the City Engineer deemed appropriate, 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 b. Grading Permit: $ Per current fee schedule c. Development Maintenance Deposit: $1,000.00 d. Storm Drainage Fee: $ TBD e. Power Cost: ** f. Map Checking Fees: N/A g. Park Fees: N/ A h. Street Tree By Developer '�* 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. 25. TRANSFORMERS Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be screened with fencing and landscaping or located underground such that said equipment is not visible from public street areas. The transformer shall not be located in the front or side building setback area. 26. 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. 27. DEDICATION OF WATERLINES The developer shall dedicate to the City all waterlines and appurtenances installed to City Standards (if any) and shall reach an agreement with San Jose Water Company for water service to the subject development. 28. NPDES CONSTRUCTION GENERAL PERMIT For any land disturbance greater than 1 acre in area, the developer must obtain a Notice of Intent (NOI) from the State Water Resources Control Board, which encompasses preparation . Resolution No. 6623 M-2011-01 March 22, 2011 Page-8- 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. 29. 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. 30. EROSION CONTROL PLAN The 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. 31. 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. 32. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 33. OPERATIONS & MAINTENANCE AGREEMENT The 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. 34. TRASH ENCLOSURES The trash enclosure plan must be designed to the satisfaction of the Environmental Programs Manager. Clearance by the Public Works Department is needed prior to obtaining a building permit. 35. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 36. STREET TREES Street trees shall be planted within the Public Right of Way, when specified by the City Engineer, and shall be of a type approved by the City in accordance with Ordinance No.125. Resolution No. 6623 M-2011-01 March 22, 2011 Page-9- 37. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 38. SANTA CLARA WATER DISTRICT CLEARANCE Provide Santa Clara water district approval before recordation of the final map when necessary. The developer shall pay for and obtain Water District permit for activities or modifications within the District easement or fee right of way or affecting District facilities. 39. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 40. 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. 41. UTILITY EASEMENTS Clearance approvals from the agencies with easements on the property (including PG&E, PacBell, and California Water Company, and/or equivalent agencies) will be required prior to issuance of building permits. � 42. ROAD WAY AND DRAINAGE IMPROVEMENT REQUIREMENTS Provide full design plans for both the proposed road extension and all necessary storm drainage improvements. Plans and submittal documents shall include grading quantities, proposed contours and spot elevations, a profile of the road extension in comparison with existing elevations, calculated square footage of proposed impervious surface area, calculated increase in storm drain runoff due to increased impervious area and fully designed storm drain and detention/retention system to ensure there is no increase in storm drain runoff from the property. Any retaining walls over 4-feet in height from top of wall to bottom of foundation will require full structural design with calculations. PASSED AND ADOPTED this 22nd day of March 2011, at a Regular Meeting of the Planning Cominission of the City of Cupertino, State of California, by the following roll call vote: AYES: COMMISSIONERS: Chair Lee, Vice Chair Miller, Brophy, Sun, Brownley NOES: COMMISSIONERS: None ABSTAIN: COMMISSIONERS: None ABSENT: COMMISSIONERS: None ATTEST: APPROVED: / s/ Aarti Shrivastava / s/ Winnie Lee Aarti Shrivastava Winnie Lee, Chair Director of Community Development � Planning Commission G: � Plarui ing \ PDREPORT � RES � 2010 � M-2010-09 res.doc V (E� R�4DENCE � (� RE�dDQJGE � sT h � � � w� '9QY � � h � m °� n � 4 z ' — � - _ � € M � d N � 6. (E� 5T. MICH4FJ_ SECTON a � d (E7 GtU�I OF CEACE 5EGTON A PROP05ED Scak: 1' = 50 ft (E� 57. GREGORY 5ECT10N �( r oZO//` 0� �$f� ' ao/ 1-D i 3-��-// � L����� � � � -�,F.-:�rF� �_..e,�er+ -,��msra�sz.wr>�.���-.r.�� � ,v:,,.�.�,:. , ._,-... _r �c.>�.�zv-�,w.._-,.�....,.. LOT . 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New ground burial, 3'xB' Pbt Module (single or double � �t�l) ,y� Memorial service entry plaza with :eat walls, cremains t°J planters and walls, imground aemains, and plantings y� Covered ga�ebo with textile root canopy, arcade, and tJ perimeter plantings ( � e New curved columbaria at ga7ebo perimeter with double-sided niches `� � SGtue, pedestal, seat wall and pla�tings for SL Mary 4 � O � New ietaining wall for terraced grou�dburial - See site 1,�� _ � section and ietaining wall details � p Newtenaced groundburial with upright markersagainst ii :: U � retaining wall ( o Q � New45-degreeparki�garea O � m New overlook, with raised planter & landscaping. 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Q �� Q ���Pp � � ` Q `�`" � � ��4��- ��� ' ,_ Attachment 8 �... PROP05m M'GHES, AAT / .... . FFA'NRES� OR STATJES � ����� 7G�E O��Nm LAt�ID �� � . ,� - � � .. . � � ,_ � ' � fi� � � `� 3� \� � � _�� � vROVOS� �tncm u� vRavoSm Trszrtncm GROUt�D BU21AL GROUl� BURIAL WNGRIGHT MARKERS WitJR21GHT MARKFR5 � � � � � � e � \ (E7 5T. GRF��ORY \ � 5ECTION � \ I ���� / � (E7 UImEVELOPED LAND � � � v \ \ �� �� � �,r � � k o �s so Fr N B APFROVED 2006 USE PERMIT SITE PLAN APPROVAL NO. U-2005-04, JUNE 06, 2006 ° 2i 5O � N --- � Scak: 1' c 50 ft (IVOTE 51TE PLAN GROV1Dm FOR REF62QVCE ONLI� SUMMARY OF REVISION5 FROM APPROVED JUNE 06, 2006 DEVELOPMENT PLAN PROP05ED DEVELOPMENT PHr0.51NG SCHEDULE _ . . scavE WHERE THE STA'TUE WAS LOGATED IN THE FASTERN ELBOW THIS ROADWAY REV1510N WILL SHIFT THE GROUND BURIAL AN •�TMAT� TF�h� IN OROU�D PLOTB (f9RAVF8) �fihC� PI�'TB (BRAVE9) Mw6R0UPD GRBMNS NQ1E8 ADDITIONAL. 30 FEET TO THE F�ST AND 50UTH, THEREBY MOVING IT FURTHER AWAY FROM THE lAND5G4PE-BUFFERED, RESIDENTIAL '��� a��� DEVELOPMENT. • ROADwAY Q I1wD5C.4PE BUFF6z 7FiA9E 1 • YEAR 1 - DLACEMENT OF THE FUTURE 11'-6' STATUE LS PROPOSED FOR A SIMII�R IAGAl10,� IN THE EASTERN ELBOW OF THE SITE '�-� MoNTHS OVERLOOKING THE NEW SEGTiON. THE STATUE FiaS BEEN PULLED FURTHER INTO THE SECTION, AWAY FROM THE PROPEtZfY LINE. '��D BURIAIS � GAZ�Q' PFi49E Z• YEARS 6- 10 1,4Be PLOTS (2,984 GRAVES) 250 z LXJYT5' 750 : UMTS • 3 - 5 NIONTH5 - THREE GOLUMBARIA DEVELOPMENTS OF APPROXIMATELY 9005F EAGH WERE PREVIOUSLY SHOWN IN THE UPPER HAI_F OF THE ,�p�p g��qVr SECTiDN. THESE HAVE BEEN AGGRE6ATED INTO A SINGLE CALUMBARW DEVELOflMENT IAG4TED NEAR THE STATUE ALONG THE pµtiq69 • YFAiZS 7- 5 i,�2 PI.o75 (2,444 Gw1vF5� ROADWAY ON 'T}�iE E45TERN SIDE OF THE SITE. THE DEVELOPMENT GON515T5 OF LOW GOLUMBARtA WALLS, PI�NTERS, AND A • 1-� M�iS STATUE. • �aGFD GROIXJD BuqALS vr�a� a•�s n ia 1.738 GL0T5 (2 ,ri� c�u.vFS) - A NEW GAZEBO IS PROPOSED TO SHELTER THE GOLUMBARtA DEVEIAFMENT. 17' �yILL BE A WOOD 5TRUCTURE WITH A LIGHT µ= • 3- 5 tronrtNS COLORED FABRIC G4NOPY WITH BAMBOO/GR�55/RESIN INFILL PANELS TO DIFFUSE SUNLIGHT. 'TF-115 Hf1.5 AL50 BEEN MOVED DOWTI 'ESrr.n�� nr-�cwre s e.sm on� a. ��woe z+� oF sa� ov 32z v�ors vere ve,�a,.w rwv v.vcv "OAZEBO MD COWY6.+A'A Y.4Y BE BIPLT'�N 7ART Oit ��I� FLLL IXJRN6 GW.BE9 ] N:D/OR 9 FROM THE NORTH EDGE OF THE DEVELOPMENT AREA. - car�g�cra� ar�ro� �AY v�rn oevervv�ho oN vsui.�s�s eucr+.as oeuYS on �w nrE irens, wE..n�re a:o s*e coNarans, �c. - TERRAGED GROUND BURIALS WITH UPRIGHT MARKERS WERE PREVIOUSLY SHO�yN IN THE SDU?NERN PORTION OF THE SITE. THERE APPROVED ff PROPOSED DEVELOPMENT COMPARISON WERE A TOTAL OF SEVEN ROWS OF'TERRAGES. THE TERRAGES WERE 815ECTEb gYA ROADWAY. TO MINIMIZE DISTUR9ANCE OF ,qppppy� p�q�y ylp6 pppp,pg� p�qp� p��}�a►.�gE THE IXISTING GR4DE, THE TERRACES HAVE BEEN LIMITED TO ONLY FIVE ROWS. Tr'E WIDTH FROM TERRACE TO TERRAGE Ha5 BEEN INGRFASED TO IMPROVE THEIR FUNG'�ION. THE TERRACES ARE NO LONGER BI5�7ED BY A ROApWAY, BUT R4THER BY TWO SETS i�o e�a- P�ar5 (G�,vES) �,�'� = Pi-aT5 U`.274 =�wav�.�`) �,T4 Pt�75 (5,4a6 GRAVES) 3% iNGRFA�E OF 5TEG5. IN-GROl1l�lp TFRRa,Gm gURLqL VL0T5 (GRAVES) 1.186 : GLOT5 (2,370 : GRAVE�i) 1,t36 GL0T5 (�,7/6 GR4VE5) 4% D�FASE - IN ADDITION TO THE PARKING PROVIDED ALONG THE ROADWAYS, SIX ANGLED pARKING SPAGES ARE PROpOSED ALONG THE �µ�p�X GRp�•� O UNi75 250: UMT5 250% iNCREA4E SOUTHERN BORDER OF THE SEGTION. ABOVE GROUND GRF1°lNN5 MCHE5 1,4d0: UNITS 750: UNIT5 4B% DECRFASE - A NEW VISTA POIN7 WITH A GAVED TERRAGE AND PI�NTERS IS PROPOSED AT THE 50UTHEAST CORNER OF THE SITE, AND WILL INTERFAGE WITH FUTURE DEVEIADMENT OGGURING IN THATARF�4. ��"�`��T�'~" S'�=�� 4 8%D��4BE � � Gonzales Architects 6)A Wale� SheH Son Frarciuo G 9�133 Moice 415.776.8065 designOgoRdasarchixh.com oo�d, u Poire 510268.8/39 St. Mary Section . �y��� C:k'�, tLl #t� l��i � � �t�l � ��� t : ' ����t y � �`{ �� i •1�••� � �• i' � ' � i i . . � �, i � � � � � Date: 03.0/.1011 kde: AS NOTED Diawi By 1RW (halmd By: UG loblb: 1009.0008 � _ . .. � � , .� � <.. , ,, . _\ : � � -- ._ - _ �. ' � ,. . � ��<= ° =��_ a._<. "�=_ �=_s�A_ ` � . ,. ` � — - "' ;*� _ ., =-y�° �� c� ccvc2- aAV�� .. ,y `` ry.}_ � � . � r [ ' . �- � f� .. � dL f ' T �,. d +gQ ��"" �=W 6-C <nrl� ,�� O Sv='� -.a9_ =��1'�. E4Ci S �_ . . , � 1 '�'' � � �R. . "°"r. 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' , : � . � .. . . �� . .I.1, " -', . . -... .. : � . , .,. � ¢ ., � v ,....._ ------------ -------------- -- -- —_ � �` ; . __. . -�-�-------------- -- -- , � \ , � ° �/ � � f ��' . . , - � 9 � � �� . � �, . . �� ' ^ �'�, - � �\\ � O O O ° � � PL'�NBLE PAVER9. . � � — ��,�- . ` � � � � � � ` ���� �� ������� , :.- �� ,,- � ; �r � � >, ; � ° � ' .... . � : .. . . �.�.� ...;- ��� ✓� . � . � � . . . .. ........ ... . .. . ;. t Y � . �, .. PLANT PALETTE SYM80L BOTANIGAL NAME GOMP'ION NAi"IE TREES . LARFsE sHI�DE 1RE,E� y��• �!. PIBTAGHIA GNI1�Eh515 GHINE5E PI5TAGF� EVER6R�N FLOhC'RINB TR�� MICA�LIA DOLT'�.+OPH SNEET MIGF�LIN � FALL GOLOR K.G�NTTREE ^ceR w�euN+ � su�tT' � su+s�T �v,�e scr�vir� s�zuss: Q RHAMN/5 GALIFORNIGA 'EVE G05E GO�RY VAR 'EVE GASE' (� XYLOSMA CON6i51UM N.G.N. Q �GNIONIA '1'ERRI' �.1'� AGGENT SHRUBS: p SALVIA MEXIG/WA MEXIGAN 5A6E o �GN.LONIA N.G.N. TEMPORT DWARR' o L.OROP�TALUM G+�II�WgE '31ZZLIN PINK' '91ZZLIN PINK' GHII�5E FRIN6E FWNER o PFILAMI9 PRUTIGOSA .�RUSALEM 3IvE a RIBE9 VIBU¢WFOLIUM GATALINA PE12FlJh� � LAY�N M!^1t!R GONxRVINB NATIVE SOD -�Ngrostis pallens' '9UPPl.I� DB.TA BLUE6RA56 GOMPAI�Y OR NPPROVED EGMJNL REV ISIONS size :1G DOX �� �x �a• nox S 6NLLON S BALLON 5 6I�LLON 5 6NLLON S 6/1LLON 5 9ALLON S 6ALLON S 6ALLON GENERAL NOTES 1. Tha landscapo conEractor ehall verlPy oxlating condltions at the sita prior to the �tart oP any work. Repor! ariy d�scr�pan�las Eo tha landscape archltect Immediately. 2. All plantad araas wlll ba watared wlth a fully automatic, water efftciant Irrlc�atlon xptom. The irrlgation syetem shall be deel ned to raduco runoPf, promote surPaca Ir�filtratlon and minlmlza the use oP �ertllizer and peaticldes that can c.ontribute to wator pollutlon. 3. The lanc�scape planting shall be daslgned and malntained to treat atorm water runof� by In�orporating alomenta that collect, detain and Inflltrate runo4f. In araas that provlde detentlon of watar, plants that are tolerant oP eaturated soll conditions and prolongod oxpoeure to watar shall ba spaalfled. 4. Poet roeletant landxape plants shall bo uxd throughout the landscaped a-eae. 5. Plant spactee selactad shali be appropriate to s�te epaci�ic characlarletics such crs soil �pa, topography cllmate amount and tlming of sunllc�t, prevallin winde,, rain all, air movement paEterns of land uee acolo gIcal conale and plant Interactiona to �nsura succassPvl eetabf Ishment. 6. Existing nativc traos, shrubs and grovnd covc rs ehall be retalned and Incorporatad lnto the landxapa plan to the maxlmum extent pas�ible. "I. The flnal locatlon of all traoa and �hrubs ehall bo ad�u�tad In tho fl�ld by the landscape architact to accommodate existing sito conditlorr.�. Gontact tho landscapo architact 48 hourvs prlor to plcmt layout 4or approval. 8. All plantad areae, except those aroae planted In lawn, Shall receivo a �� I t n P I ntl 2 layor Pir or r�dwood bcrk chlp� c�plicd aPter tho comp et o o p a ng operatione, 'Pro-Gh1p with colorant or approvad oqulvalant. 5ubmtt sample to landecapo architect for approval prior to placing bark mvlch. RoJocted mat�rlal wlll ba ramovod from the elte at th� exponse oP tho contractor. 9. AII shrub� shall be plantad 1" above finleh grada to allow Por xttl�mant. 10. Refar to clvll anglneerinc� plane Por prellminary grading Informatlon. � s w � � /�I — e2o / /' 0 � � f, ? ! . . /C}—S�1 —020 / l —0 I : F 3-22—t� : �'� ' � �:if.� ' � v , �_.� � i, � � � ......�,_.. �.,...,,., . ,...�,„..,....,,-_ _ ....,...�.,-r....a,.�.�...,�..�„�.,, �� / .� ` � � mu -y � F * '� � 3�,�: �� a� ;���� F � � �� �� a �� � �� � U 0 � � � Z G W z Q � � �� � W � w � W U V � � 1 � Z � U >- p Z u- � — j0 Q W � U N O LL. y '„� OU � W � Q � � � C� N O J " Date: 02/04/11 Scale: 1 "=30' Drawn: DJL Job: 10.1141 Sheet: LP-1 Of Sheets , ��::�� .. .. �� ._ .... ... �y .. .. ..._ ; _ Y'A., .. . y .. . ..� i ) ". . -�--��F � .� Jn Y ':.� �..f�`�'.T`.1��`��Q�4' G ,. ._ �. �, <.. � � ... . . ' _` '�—�..--�._ �� _".N' ���-„1,! � � y , � , . �- � � . , _ , .,. , :. � , ---.� -- a � ,, - �. ,. --�---- , ,. . � ., .. x � ; � ,; �� � �" �. �� , , _, , � �� . �--_.-- � i r _ „ �; +. ., � _ , - -_ 1 i � :r. : ,, . 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THF GFOTFCHVICA� RFPOP,T PRFPARED BY RGP�1iG FNGI�FFRS, INC., PROJECT DRAWING A�E �RCM R=CCRDS �F T�i� VARIOUS JTILITY COIJ�ANIES AND TH� � VC. 2444--, GATED UAl' 18, 201C, SHALL BE MACE A PAP,T OF TNIS PLAN SU�V�YORj-NGI�EER �O�S N01 ASSUME RESPONS.BILI IY r�G� IH=1R ( W FEET ) COMPL TE�ESS, IN�ICATED �CCAl10'J, 0? SIZE. R=�OR] UTI�IfY LOCATION 1 inch - 30 fL. SHOU_C BF CONFIRM=� B� FXPC�ING THF UTI�iTY. CIVIL #� No. 35048 � ,rn � J � '� � , `n � o � � � � . � L O \� r �1/r�� > d �J�'J � � J�j' cn Q � o c' a z �� Q O � � a � ? u W 7 � w Q z �, � � �w � W ��� � � � c:� cn � w � ,I I � Z �l, � � � H U � F s � u O � � Q o �' W L�J � � Q a a N w Z � O � � Q � Z � C� O � J z 4 U a W � > � � z G � G Z >- U Q � a `a `. O i z Q �� " L= � � Q � (� Z � � a " u� �n N � N � Q ~ Z � � O � j � � � :J ;RAWN '�Y: l�.�P ;ESicNro er: vac �HECKED B'(: DGM SCa�E �"- 3C' DATC: C3/03/'t DRAWIVC N0. 3 305 - i G SHFFi 1 OF 1 _ 7 _ 16'± 3 � u A C. �VER ? 1' C� 2 , t� -�. BASC (95 o R�L 1 �, .�.e� � ��. --�--- -� -- .. � DEGIDUOJS Th2C WITH Pt...L C:CJL.C)Ft �� II � _ �EVE?�6REEN SGR�N SHRUH K2 XYLO'F�MA GON6ESTUM �EXISTIIVE VII� ON J(IST. FENGE, TYP. RfYA 'GEGILLE BRUNNER' �j6' RAMP UP TO s�rnst� � � sc� s��rue «i RHAMWI�'.� GALIFORNIGA 'EVE GASE' PEi2MEA3LE PAVERS �NV GOi.OR f..f��SG. BAM'D5, TYP. \ �b' RAt�i° UP Tl� >c SPEEDTA3l.E �` � \ � J� 'a�011'' � � �S� �02011' � PRELIMINARY PLANT PALETTE SYM�OL BOTANIG NAN� GOMMON NAh� SIZE TREES 3 /� Il ` I( LARfiE SFIADE TREE� GFN►E9E PISTAG►� 96' COX ��7 � •• �1 PI9TK.HIA GHINNlSIS S�/f'1 EVBP6R�1 H_OM�WN6 TRff� 9N�'f MIC.F�_IA 96' 90X �v� MGFeLIA DOI.T�iOrA r 7 /.... i '/ .. �� FALL GOLOR K�GBIf TR� RP� 5UN5ET MI�PL.E 96' BOX � f d' ��! `, � K,ex w.ew�+ t� su�r ' � ; :,r�v�L� scN� Rlavatir� rn� FLa^�u�, uE+aitr vNt �• eox ° , ;1 ' ' rw�►us se��r� �,nr�w,�,�w.� '�ss�wi.' � SHRUBS AND VINES � � � � .. � . . . � - � 4. G{.YTOSTOMA G,V.USTEbIO1DE5 VIOLET Ttl1h�FEi VIl� S 6N.LON � .�� .. . � � . I GAI�ELLIA JAPONIGA VAR JAPAFl3C GAFBLIA VAR S BALLON � � 4 NX�C.109 6EM' NdGG105 6EM i � � .. ' . - .. ,... C.OLEONCMA RILGHF4JM BREATH OF IEAVEN VAR. S BALLON ..� . . � . . . . .. _, z: .. . . ..` . - �..` . . , VAA SU�T FiOLD' SU�SET 60LD' EXI5TIN6 REDWDODS TO REMAIN IN PLAGE � � . �\ �\� ,�\ � �\ � •, � ESGALLp11A VAR HGN. S 6ALlON NEY'PoRT pWARF' ESGALLONIA 'TLRRI' NLN. 5 6N10N �eucr�ew� s�n►�eure� coR�L eels s e�u.o►+ �oieorerK.u� u+me►� v,wx. uar�e rwNSe r�a�e s e�u1.a+ 51ZZLIN PINC' 'SIZZLIN PING' PHOTIl4A FRASERi RH') LEAF PH011?UA S 6ALLON rr�orns riam�,osw .�xus�t�t s+�ee z s,�u.oH r�oLYSncwr�+ r+�un� v�� swoRO ren+ e enuoH PI7709POR11M TC79�RA DWARF MOC.K ORAN6E '3 6ALlAN v,b� raee�eits v►witr• v� r�e�e vw��' RHAhN/:, GALIPqtNIGA GOFPCEE9iRY VAR S 6N.IAH v� � c�5e' Eve c�se' rtos� 'ceu�e da�eR� �enE�r wo5e s e�u.i.a+ RIBE9 VI91R1JIF0.1LM GATALINA PERAUME 6 BALLON XYL09MA GON6�5llM NL!!. 5 BAL.IAH � �� � eRiE.eaa� rc.vxwt�,�xn �xn � �asnr� e�+aartx.are¢ PRELIMINARY PLANTING NOTES 1. Refer to epeclficailone for material and workmanehip rx�utremente, eoil amendmente, inepxtion echedulee and general condltione. 2. ?ha landecape contractor ehell verlfy axiating conditione at tF�a elte prior to the etart of any worl� Repori any dlecrepanciee to the� landecape architect Immediaiely. 3. All planted areae will be waiared wlih e fUlly automatic, watar efficient Irrlgation eyelam. The Irrlgation ayatem ehall be deetgned to reduce runoff, promote eurfece Infiltratlon and minimlze the uee oF fertlllzer and paeticldse that can contrfbuta Lo watar pollutfon. 4. The lendecape plenting shall be dealgned a�d melnteined to ireat etorm water runoff by Incorporating elemente tha! collect, detatn and \ Infilirate runoff. In areae ihat provide detention of watar, plenta thet are iolerate of aaturated eofl condit(ona and prolonged axpoeure to water ehall bs epecifled. 5. Peet reeletani la�decape plente ehall be ueed throughout the � ` landecaped areae_ 6. Plant epxlaa eelacted eFiell be appropriata to atte epecific • ,,`�� charactarietice euch aa eoil type topography, citmate amount and �\ ttm(ng of eunlighl, prevali(ng winde, ralnfell, afr movemont, pattema oF �\� lend we, acologicel coneietency and plant Interactione to eneure 6UCGe664L1 QSi6�7�16�'1lldlt. ��` �. Exleting nailve treee, ehrube and grour�d covere ehell b� retained \ and Incorporated Into the lar�decape plan to ihe maximum extent \ poeaible. ��� �\�\ 8. The final locatlon of all ireee and ehrube ehall be ad,Jwted in the field by t.hie leridecepe architect to accommodate axlating alte • .,��� conditione. Gontact tha landacape architeci 48 houre prtor io plant ` layout for approvel. • 9. All planted areas, except thoee areas planted in erwival color or lawn, ehall racaive a Z" layer flr or redwood bar4c chipe applied after ` � tha completion oF planting operat�one, 'Pro with colora�t or �--'----'--� ° � approved ec.juivaleni. S��xnit eample to landecape erchRsct for �' ---'r, �, a roval tor to lact� bark mulch. Re ected meterial will be /'�,� - � - , I�p Ix' P 9 J (`` �jj- , �'� removed From the ette at the expenea of the contractor. �t �=.� � b. - ��;'> Q 10. All eMuba ehall ba plantad I" abova finish grade to allow For .� • s ° . aeitlement. ; � 1 '/�. � ,_�,�r, ', y�� Il. TY�xe ere a total of 50 new treee propoeed Por Inetallation. ; 0,1 _ � � PERME.4EiLE PAVER.� � SCALE� 1'=20' REVISIONS w��� r � �� Q � � �� �� ��� :ma ti m � �� Fi � �' _ � �' 4iR 3\ �Q� 9 � A" CAU� Z Q J � W ^ {..L Q U r^ v/ � Z Q J � � Q Z G J I..L � � � � � � � W N � � � W � � U � � W � � w ��� i--� N 0 ��� W � ��� � ��� o � o�� a A�S Date 03/15/11 Scale: 1"=20' Drawn: DOM Job: 05.1141 Sheet PL-1 Of Sheets OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3308 • FAX (408) 777-3333 • plannin��cupertino.or� CUPERTINO PLANNING COMMISSION STAFF REPORT Agenda Item No. � Agenda Date: March 22, 2011 Application: EXC-2010-12, EA-2010-05 Applicant: Daryl Harris (for Steakley residence) Property Owner: Bruce Steakley Property Location: 21750 Rainbow Drive APPLICATION SUMMARY: Residential Hillside Exception for a 5,655 square foot single-family residence on a slope greater than 30% and a rear second story setback of 20 feet where 25 feet is required. RECOMMENDATION: Staff recommends that the Commission approve the Residential Hillside Exception per the attached model resolution (Attachment 1). PROJECT DATA: Existing Zoning District: RHS (Residential Hillside Zoning) Lot Size: 8.00 acres Environmental Review: Mitigated Negative Declaration Darryl Harris (for Steakley Residence) EXC-2010-12 March 22, 2011 Page 2 Pro'ect Feature Pro osal Ordinance Allowance Residential Buildin Square Footage 1St Floor lower 1,865 Gara e 493 2na Floor main 3,053 Add'1 Buildin Area > 15 ft hei ht 262 Total Pro osed Buildin Area 5,655 6,500 Building Setbacks in feet 1St Floor 2nd Floor Front >25 10 minimum 25 Sides 49 10 15 Rear 20 20 25 Building Height in feet 30 30 Grading Quantity in cubic yards 1,400 2,500 Parkin 6+ 6 BACKGROUND: The applicant, Daryl Harris of RH Associates Architects, is requesting a hillside exception to facilitate the construction of a new, two-story, 5,655 square-foot single- family residence on a slope greater than 30% and with a rear 2nd story setback of 20 feet in a RHS zoning district. The lot is vacant but surrounded by other hillside single- family residences in the Regnart Canyon area of Cupertino. The 8-acre lot is part of a two-lot subdivision completed around 1999. Vehicular access to the project is taken via a private driveway extension of Rainbow Drive. Due to the steep topography of the lot and the presence of Regnart Creek along the northerly property boundary, only the southeast corner of the lot is easily accessible by road. The proposed home site is situated between the driveway and rear property line on a steep slope above the retaining wall. The building is not on a prominent ridge line. Darryl Harris (for Steakley Residence) EXC-2010-12 March 22, 2011 Page 3 ---------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- � — , � �; `� � ,.� �� .• �m� r,� �� �� � _ � ���a � �,M` � £ ;�� e� .2 , � # �4�� ; � � � "�' � � �; � e � f �� � �� �i� �� � ��: ,� �� � �. . � ��i�''� � i �� �� �= I � *. � � M�,�� �t�� s� � ��j1� �; ��� f II � ��P� '��� �� ' , � ' DISCUSSION: Zoning Consistency A hillside exception is being requested for construction on a slope greater than 30% and a second story rear setback of 20 feet (in lieu of 25 feet) for a portion of the house. The proposed home complies with all other aspects of the RHS Ordinance Exception for Development on Slopes Greater Than 30% The RHS- Hillside Ordinance prohibits any structures or improvements over 500 square feet in area on slopes greater than thirty percent unless an exception is granted. Only a very small portion of this lot is accessible via the driveway and all of this area exceeds 30% slope. The remainder of the property is similarly steep or steeper. The flattest portion of the lot is near Regnart Creek and is occupied by a dense growth of oak woodland and riparian habitat (Attachment 2). Development of other locations on the property would involve extensive road improvements and tall retaining walls or removal of riparian habitat and damage to the creek; consequently, staff is supportive of a hillside exception in the proposed area. Darryl Harris (for Steakley Residence) EXC-2010-12 March 22, 2011 Page 4 ---------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- Exception for a rear second story setback of 20 feet in lieu of the required 25 feet The RHS building setbacks ensure that buildings are not crowded on a property and help control the visual impact of structures. Given the limited accessibility to the project property, the home site has been located in the southeast corner of this lot. Consequently, a corner of the powder room and wine cooler room (See Plan Set, sheet A3) as proposed, encroaches into the 25-foot rear setback with a 20-foot setback. Staff is supportive of the setback exception for several reasons: 1) Proposed building coverage is very low, only 1.4% 2) The building footprint is extremely constrained by the accessibility and topography of the property. 3) Visually, the reduced second story setback will not be visible. The floor below is below grade and half of the second floor in this area will also be below grade. 4) Only the minimum amount of building area encroaches five feet into the setback area. 5) The rear setback exception area faces the Fremont Older Open Space Preserve behind a row of trees. No residential neighbors would be impacted. Tree Removal & Landscapin� The project has been designed to avoid removing trees protected by City ordinance. The only trees being removed are one 24" and one 3" Eucalyptus tree. Landscaping has been proposed to screen the new retaining walls and grading cuts. A condition has been added to the resolution, requiring a detailed landscape plan at the building permit stage. Geolo�ical Review The City Geologist, Cotton Shires Associates, has reviewed previous geotechnical reports (1996,1998 and 1999) prepared by GeoForensics and the 2011 GeoForensics report prepared for the residence, and they conclude that the project is geotechnically feasible and have no objections to the proposed residence layout (Exhibit 3& 4) based on the manner of construction proposed by the applicant's geologist, which includes: • Founding the at-grade portions of the house on reinforced concrete piers and grade beams; • Basement portions of the structure are to be founded on mat slabs embedded into competent bedrock materials • Avoidance of onsite percolation systems. Darryl Harris (for Steakley Residence) EXC-2010-12 March 22, 2011 Page 5 The City Geologist's recommendations are incorporated as a condition of approval in the model resolution. Buildin� Materials and Colors The building colors comply with RHS design standards in that they are muted vegetative or earth tones with low light reflectance values (< 60 LRV) (Attachments 9& 10) Copper roofing materials are precluded by City ordinance and the prohibition is noted in the conditions of approval. Other Agency Referrals A plan set and letter soliciting comments was sent to the Midpeninsula Regional Open Space Agency, which owns the lands to the south. No comments were received from the Open Space Agency. ATTACHMENTS: Attachment 1: Model resolution for EXC-2010-12 Attachment 2: Property topographic map Attachment 3: Geotechnical Peer Letter prepared by Cotton, Shires & Associates dated 2/16/11 Attachment 4: Geotechnical Investigation Report prepared by GeoForensics dated 1/5/11 Attachment 5: Design of Grid-Reinforced Wall prepared by GeoForensics dated 9/ 14/ 99 Attachment 6: Supplemental Geologic Investigation prepared by GeoForensics dated 9/16/98 Attachment 7: Geotechnical and Geologic Investigation prepared by GeoForensics dated 11 / 19/ 96 Attachment S: Initial Study & ERC Recommendation Attachment 9: Material Sheet Attachment 10: Colored Elevation " Attachment 11: Plan set Prepared by: Colin Jung AICP, Senior Planner Reviewed by Approved by �' � ao Aarti Shrivastava City Planner Community Development Director G � Planning � PDREPORT � 2010excreports � EXC-2010-12.doc EXC-2010-12 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6624 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A HILLSIDE EXCEPTION FOR A NEW 5,655 SQUARE FOOT RESIDENCE ON A SLOPE GREATER THAN 30% AND A REAR SECOND STORY SETBACK OF 20 FEET WHERE 25 FEET IS REQUIRED AT 21750 RAINBOW DRIVE SECTION I: PROTECT DESCRIPTION Application No.: EXC-2010-12 (EA-2010-05) Applicant: Daryl Harris (Steakley residence) Location: 21750 Rainbow Drive, APN 366-03-064 SECTION II: FINDINGS FOR EXCEPTION WHEREAS, the Planning Commission of the City of Cupertino received an application for a Hillside Exception, as described on Section II of this Resolution; and WHEREAS, the necessary notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held one or more Public Hearings on this matter; and WHEREAS, the applicant has met the burden of proof required to support this application, and has satisfied the following requirements: 1. The proposed development will not be injurious to property or improvements in the area nor be detrimental to the public health and safety. 2. The proposed development will not create a hazardous condition for pedestrian or vehicular traffic. 3. The proposed development has legal access to public streets and public services are available to serve the development. 4. The proposed development requires an exception, which involves the least modification of, or deviation from, the development regulations prescribed in this chapter necessary to accomplish a reasonable use of the parcel. 5. All alternative locations for development on the parcel have been considered and have been found to create greater environmental impacts than the location of the proposed development. 6. The proposed development does not consist of structures on or near known geological or environmental hazards that have been determined by expert testimony to be unsafe or hazardous to structures or persons residing therein. 7. The proposed development includes grading and drainage plans that will ensure that erosion and scarring of the hillsides caused by necessary construction of the housing site and improvements will be minimized. 8. The proposed development consists of structures incorporating designs, colors, materials, and outdoor lighting which blend with the natural hillside environment and which are designed in such a manner as to reduce the effective visible mass, including building height, as much as possible without creating other negative environmental impacts. Resolution No. 6624 EXC-2010-12 March 22, 2011 Page 2 ------------------------------------------------------------------- ------------------------------------------------------------------- 9. The proposed development is located on the parcel as far as possible from public open space preserves or parks (if visible therefrom), riparian corridors, and wildlife habitats unless such location will create other, more negative environmental impacts. 10. The proposed development is otherwise consistent with the City's General Plan and with the purposes of this chapter as described in Section 19.40.010. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of the initial siudy, Environmental Review Cominittee recommendation, maps, facts, exhibits, testimony and other evidence submitted in this matter, the Cominission finds that the project with mitigations incorporated will not have a significant environmental impact and adopts a mitigated negative declaration with a mitigation monitoring report (file no. EA-2010-05) and application no. EXC-2010-12 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 EXC-2010-12, as set forth in the Minutes of the Planning Commission Meeting of March 22, 2011, and are incorporated by reference herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is based on the plan set titled: "A PROPOSED RESIDENCE FOR MR. & MRS. BRUCE STEAKLEY, 21750 RAINBOW DRIVE, PARCEL #2 CUPERTINO, CALIFORNIA" dated March 2011 and December 2010 and consisting of 13 sheets labeled A1.1, A1 through A8, C1 through C4 except as may be amended by this resolution. 2. GEOTECHNICAL REVIEW Prior to building permit approval, the applicant shall comply with the recommendations outlined in the Cotton Shires & Associates, Inc. Geologic Peer Review Letter dated February 16, 2011 and pertaining to the proposed development. 3. FINAL BUILDING AND LANDSCAPE REVIEW Final building colors, any exterior lighting and landscaping details shall be submitted with the building permit plan set and reviewed and approved by the Director of Community Development in conformance with RHS standards. 4. PLAN MODIFICATIONS Interior garage wall shall be modified to allow accessibility by two vehicles. 5. 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. � 2 Resolution No. 6624 EXC-2010-12 March 22, 2011 Page 3 ------------------------------------------------------------------- ------------------------------------------------------------------- SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 6. STREET WIDENING Public street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 7. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 8. 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. 9. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 10. 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. 11. 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 storm water flows (as needed), bio-retention basins, vegetated swales, and hydrodynamic separators to reduce the amount of runoff of the site and improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes or other approved appurtenances) as necessary to avoid an increase in run- off from the property to the satisfaction of the City Engineer. 12. UNDERGROUND UTILITIES The 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. The 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. 13. 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 3 Resolution No. 6624 EXC-2010-12 March 22, 2011 Page 4 ------------------------------------------------------------------- ------------------------------------------------------------------- b. Grading Permit: $ Per current fee schedule � c. Development Maintenance Deposit: $ 2,000.00 d. Storm Drainage Fee: $ TBD e. Power Cost: ** f. Map Checking Fees: $ Per current fee schedule g. Park Fees: $ Per current fee schedule h. Street Tree By Developer ** 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 Improveme�t 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. 14. TRANSFORMERS Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be screened with fencing and landscaping or located underground such that said equipment is not visible from public street areas. The transformer shall not be located in the front or side building setback area. 15. 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. 16. DEDICATION OF WATERLINES The developer shall dedicate to the City all waterlines and appurtenances installed to City Standards and shall reach an agreement with San Jose Water Company for water service to the subject development. 17. NPDES CONSTRUCTION GENERAL PERMIT For projects disturbing one (1) acre or more, the developer must obtain a Notice of Intent (NOI) from the State Water Resources Control Board, 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. 18. 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. 4 Resolution No. 6624 EXC-2010-12 March 22, 2011 Page 5 ------------------------------------------------------------------- ------------------------------------------------------------------- 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. 19. EROSION CONTROL PLAN The 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. 20. 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. 21. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 22. TRASH COLLECTION The owner shall subscribe to and pay for at least the minimum level of garbage collection service made available to that premises by the garbage collector, as required, 23. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 24. STREET TREES Street trees shall be planted within the Public Right of Way and shall be of a type approyed by the City in accordance with Ordinance No.125. 25. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 26. SANTA CLARA WATER DISTRICT CLEARANCE Provide Santa Clara water district approval before recordation of the final map. The developer shall pay for and obtain Water District permit for activities or modifications within the District easement or fee right of way or affecting District facilities. 27. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 28. 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. 5 Resolution No. 6624 EXC-2010-12 March 22, 2011 Page 6 ------------------------------------------------------------------- ------------------------------------------------------------------- 29. UTILITY EASEMENTS Clearance approvals from the agencies with easements on the property (including PG&E, PacBell, and California Water Company, and/or equivalent agencies) will be required prior to issuance of building permits. 30. SAN TOSE WATER COMPANY CLEARANCE Provide San Jose Water Company approval before recordation of the final map. 31. STREAMSIDE MODIFICATION PERMIT The developer must obtain a streamside modification permit, and provide all required data and forms prior to issuance of a building permit for the project. PASSED AND ADOPTED this 22 nd day of March 2011, at a Regular Meeting of the Planning Commission of the City of Cupertino by the following roll call vote: AYES: COMMISSIONERS: Chair Lee, Vice Chair Miller, Brophy, Sun, Brownley NOES: COMMISSIONERS: None ABSTAIN: COMMISSIONERS: None ABSENT: COMMISSIONERS: None ATTEST: APPROVED: / s/ Aarti Shrivastava / s/ Winnie Lee Aarti Shrivastava Winnie Lee, Chair Director of Community Development Planning Commission G: � Plaxning � PDREPORT � RES � EXC-2010-12res.doc 6 �" , �"OAK �— .. . ��� �- �.� � --. ,�11l...-�:�' ����� + ��/'� --- � \/ �,\ ; � �..., � •�••^ � I �I . -.. � E ..•4€ • - i!' ��i���� � ��` ` I� � !� ��-��.� _ � iv/ i//. ; iiiio�/, ; i; �� r r, iirirr i!��i� . -- � /: � �.. "" �� �� � � ��� � �,__ ��, ,� —��. I `_ _ ` ♦� � � `4 „ E ,� G REMOVE lE) LOUIER Z1' EUCALYPTUS—� pAVING LLO.S � i�n�x o� oRaw 6. � Attachment 11 � AI SITE PLAN AREA SCI-IEDULE S s reaw A3 MAIN PLOOR PLAN � A4 ROOF PLAN RETAINING � A5 EXTERIOR ELEVATIONS wAU.s TYP. AL EXTERIOR ELEVATIONS SEE CIVIL DUICiS. ' ' _ ., 2Q'�� E �B�� ' / A� EXTERIOR ELEVATION � C AREA DIAGRAMS � �6"� ) A8 BUILDING SECTIONS �? � / PROJECT IHFO �ONC. DRIVEWA � OWNEit: P7R. t HRS. SRUCE STEAKLEY MATCH (E> �'� ` 10152 DEEPROSE PLACE _ L' CONC. CUPERTINO. CA 95011 j CURB u` ? / J09 ADDRE55: 11�50 RAINHOW DRIVE _ i `, ` A OP N� CUPERTINO. CA �----------- �C NO v G� � � �A / GROP(5) i � A c� )Vf � K � �0 ��,o CONSTR CTION: Y-B t�0 � � I 1 CATEGORYY ]C 1 ' i ' / A.P.N. 3tt-03-Oti � , p f10VE PORTION o OF !� RET'G �IALL SITE AREA: 348123 S.F. 5 P � x AHDSCAPING � � / I BUILDING AREA: L,I71 S.F. � � � TYP. AS MD. FAR: 2X �I''iP �____ I ' � I `� / I STORIfiS: 2 � •___ i� �� i � K / ,� HEIGHT: 30'-O' � I a�/ �___ _ � 6 , rQ" �, 4 ",''� f I PARKING � GARAGE. 2 CARPORT � � ` � � I ZONING: RHS � ' i. OR PE u�3 �� ����� / I DESCR P TION: RE5 ID�N CE WITH ATTAC ED : I E E W� �� � �� � �� GARAGE AND CARPORT .�� � �� �� � \ ��`\ �2 I � �, ARCHITECT: RH ASSOCIATES, ARCHITECTS \ C` / I, 10091 STREETER RD. SUITE 13 n I AUBURN, CA 95L01 �—��--� 7' �n�t `��� , G I CONTACT: J. STEVE COLLOn i � �y t� ��\ �'� / I 1530> 1L8-3055 ._�___• `\` ! �,��\�� ` �� `\ I I �• `�° �'G � CIVIL GIULIANI t KULL. INC. C` � � �. ENGINEER: 4880 STEVENS CREBK BLVD. SUITE ZOS \ �° � �' '� �2 ��, � SAN JOSfi, CA 95129 � � � C� C cG GONTACT: MARK FIELTON ` �;�% ���' �' � � -^ � I 1408) GI5-4000 � � `� A \�� `� `� `` � �� � E N GINEER NICAL S � b�P�GR I M S �DR. 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N �� x PROVIDE GOPPER FLASiNNG AT EX�C O e 3/4' x IZ' G.LB. W/ S I/s' ■ 3' KNEE PROYIDE COPPER FLASHING AT EXPC FLASFNNG � GOPPER WHERE YISBLE �Xc—ao�o - �� 3 �� —r t 4, a ; � ` � � �2�,4R (SUJ) EL�Y�T(O�t .° ��s- _ ��-o- � __ _ — �� = �� � � � � � � � � � _ � � � � � AS.SOCIATES ARCHITECTS 10p91 STT$fSi f�, q13 AUBURN, C1195602 530-268-3055 ■■■s■ RONALD N. HALiFi18 O/WYL V. F�llqiil9 n � � rtiaarchitec�.com riisasocoabcgbbeLnet \� , ""y � Na C �SL31 !; H Q� pYa � 2 � �� �� V a . 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LOWER FLOOR � � ��.,, �� I GSO x �SO 213 - ` 2 1.50 x L.00 i5.0 � � 3 15.00 x ISL� ]35.0 � `�� , �'�, - \ 4 950 x IO.L� 101.3 �� � b L.00 x 9.I'1 b5.0 ti � L �SA� x 1.03 /4 M.1 ` � \ l 11.00 x 11.10 /1 Ci9.l e Z1.00 x 3.05 Ll.l 1 3.G1 x 3.50 IZ.B 10 19.00 933 T3 TOTAL 5.00 x 21.00 �� A COVERED TERRACE 12 SSO x 13.00 �IS �, q 1.91 x IZ33 23.G , H 6.50 x 15SI 853 � TOTAL 180 ` i ,-'.,. � 1 \� ,�i�E,� D1�4C.rtR,4M I/8" = I'-O" (n1 r _ � MAM FLOOR _ 31 IL.00 x 18.00 288.0 - � 31 1.00 x 1�.00 18.0 . � -- 33 5S0 x i2S0 133.8 - ---- 31 IOSO x p.00 I3LS 35 5.00 x 2.89 /Z l.1 3L 5.00 x 2.�9 115 3l 2L.00 x �.00 182.0 38 15.50 x 2Z.B3 581.7 - - - i � _ _ _ _ _ . _ ;; 39 1933 x 350 G1.� i� i �O �.00 x 5.00 �5.0 i� � �I 2�50 x 25.00 L@.5 �, 1 ,s n.is x,.00 ri ,�.4 �3 1.88 x I�JI /2 84.5 -- -� � M 32.00 x 1.00 N8.0 ---- --- -- 15 5S0 x 13.00 1133 � i� 53 �L i.00 x �.00 78.0 i ���. �l 2�.00 x �SO IG5.0 i � � �8 IL50 x 4.00 GG.O i � 1 �9 �.00 x 6S0 8Z.6 � ` ` TOTAL 3,03b y °' � " COVERED DECK n !� 50 IL.08 x�.50 1045 -_ ; __ . i �i � i � , COVERED DECK � 61 6.00 x 1.L1 38.1 - - -- ----�-�----� � -------- -: 6Z IOSO x 13.00 13LS 3 i � � i - - 53 6.00 x 2.89 /1 �1 i � � i TOTAL 182 I 1 � I i � ; i S REAS L50 ER �' 3333 241 i � i i --- -- - 55 3S0 x 13.00 45S - - ------ i --�-r--i ---- ------ TOTAL 1LZ i i� i --- ---- I � I - i i __--_ ,:- - � - .. _. . _ _ ` . ` - _ -- -- - z \ ' '' 1 _ :.r � �, : <:. `. � � ,, - :-- , � , , . :_ .: . 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O ALUr(INUFI CLA� WOOD FRENCH DOORfS) lSEE rhaarchitects.com PLAN FOR SRE rhassoc�sbcglobat.net � ALUMINUII CLAO WOOD SLIDING DOOR fSEE PLAN FOR SIZE � RAILINGS II WOOD CAP AND PICKETS � CORBEL �z 8 3/�' X Q GLB v GIJTTER51 �3 COPPER * * DOWNSPOUTS No. C ZSG31 tl`� E�p. II-N �P CHIMNEY 14 STONE VENEER OYER WDOD FRAMING OUTRIGGER 15 I/8 x' G.Lb. W/ 5 I/B x 3' EE B ACE ��R o►1.�� PROVIDE OPPER FLASHIN AT EXPOSED TOP �� 8 3/1' x MS' G1.8. W/ 5 I/8' x 3' KNEE BRACE PROVIDE COPPER FLASHING AT EXPOSED TOP FLASHING I� COPPER WHERE VISIBLE � z � 3 �� � �� � � A5 a At ` � O � � � AL � i� 3 � AG � A5 � � .. � cV O # �� � � - v �� � - x IL -- 1l.1 ° - - Q�� N � OC �� ° �� r � � _, � - a z a �� 0 � �� r � ° � � cr � EXTERIOR ELEVATION 2035 ae MARCH 2O11 sheet number 0 of sheets ��. — � _ — �� � � � � � � .... -_....._�....._ .. _ _. _. _ - -- �_ _ — . .. ,, � � � Q • � � . � � � I �� D " /,C ASSOCIATES ARCH ITECTS 10091 STF$f6i qp, p13 AU6URN. 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WALL I ��� 55 1 LTG. �yg WINE WET OE R C�AR CiLASS SNLVS. t PARTTTION � GLA55 FLR. � WINERY AT RM. �� — \ � ROPPED SWING DOOR TRACK � BEAM AT NEAR SIDE � � CARPORT � � � \ — ---- 0 � � 0 � � � � � � � � � � � � BU�LDI iia• = r-o- SECTf O�l �' � � � � � � � � � J / �----���_ � ,- , � , , , , , � , , -t� �� ATTIC �� i I � i � GREAT RM. — — — — , �ROPPED � SEAM AT / NEAR SIDE i i i CARPORT AB TH ttL � � � � ------ / � � � � � � � SUfLDf�IC� S�CTIO iis• = r-o- � �� �� V a . � 2 �— �(� �U �J U d- � � � ..� � � ��W W p � o V � �C Z IL w � Q�� � o� �� ° � � � O TAIR ° ? � � � � STAIR � � o O o o �� �� "/ Q .A __ __ J � �� ^' ' r � -- C� � ------ � � r� � i ------ � •\ drawmgs Bui�oiHC, S�CTIONS 2035 ae OEC. �010 shset number 0 � of sheets LEGEND THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD DATA AND REPRESENT THE BEST GRAPHICAL FIT BETWEEN RECORD INFORMATION AND THE TOPO- GRAPHICAL FEATURES SURVEYED AND SHOULD NOT BE RELIED UPON OR USED FOR ANY OTHER PURPOSES. PURSUANT TO THE CIIENT'S DIRECTION A BOUNDARY SURVEY WAS NOT PERFORMED AT THIS T1ME WHICH MAY HAVE DETERMINED THE ACTUAL PROPERTY LINES. � 2� PVC DRAIN L1NE 0 �1 � 2 8 � PLAN pVC DRA�N VNE • 2' OF 4� TO 1Y JAGGED EDGE RIP-RAP BOULDERS PROPOSED EXIS7ING � � 0 O ,�G R n ;.,. n t� p'',. U '.: 0 Y , O'-' -�- ' cg - � �P� _ B.S.L. _ �v�pR� -.n.^�pR-- � � —X=X X— -W --w' -- -SS - -SS - - PROPERTY LINE BUILDING FOOTPRINT AC PAVEMENT FlRE HYDRANT WATER VALVE WATER METER JOINT POLE SANITARY MANHOLE STORM ORA/N MANHOLE SANITARY CLEANOUT iREE CONTOUR UNE CATCH BASIN (2'X2' SOUARE) AREA DRA/N BUILDING SEIBACK L1NE DRAINAGE FLOW RETAINING WALL FENCE LINE WATER SERViCE UNE SANITARY SEWER UNE SHEET INDEX SHEET N0. DESCRIPTION 1 CO1/ER SHEET-TOPOGRAPHIC SURVEY 2 GRAD/NG PLAN 3 EROSION CONTROL PLAN 4 BEST MANAGEMENT PRACTICES EARTHWORK QUANTITIES CUT t CY. FILL t CY. IMPORT f CY. ENGINEER ASSUMES NO RESPONSIBILITY FOR ESIIMATED EARTHWORK. ACTUAL EARTHWORK QUANIITIES MAY VARY DUE TO SITE CONDITIONS AND MATERIAL SPECIFICATIONS. CONTRACTOR SHALL MAKE INDEPENDENT ESTIMATE PRIOR TO BIDDING. CITY STANDARD NOTES: 7. APPROYAL OF THESE PLANS DOES NOT RELEASE 7HE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTiONS OF MISTAKES, ERROS, OR OMISS/ONS CONTAINED 7HERElN. IF DURIN6 TNE COUSE OF CONS7RUCTION /MPROVEMENTS, PUBLIC /NTEREST REQUIRES A MODIFICATION OF/OR A DEPAR7URE FROM 7NE CITY OF CUPERTINO SPECIFlCATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AU7HORITY TO REQUIRE SUCH MOOIFICA710N OR DEPARTURE AND TO SPECIFY iHE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. 2. CONTACT PUBLIC WORKS, (408) 777-3104, FOR 1NSPECTiON OF GRADIN6, STORM DRAINAGE, AND PUBLIC 1MPROVEMENTS. 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOI TO OCCUPANCY. 4. CONTRACTOR IS RESPONSlBLE FOR DUST CON7ROL AND INSURING 7HE AREA ADJACENT TO 7HE WORK IS LEFT IN A CLEAN COND1710N. 5. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON 7REE PROTEC1lON PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 6. UTIUZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CON7ROL BOARD, FOR ANY AC71VlTY, WHICH DISTURBS THE SOIL 7. A WORK SCHEDULE OF GRADING AND EROSION & SEDlMENT CONTROL PLAN SHALL BE PROVIDED TO THE ClTY ENGINEER BY AUC,UST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCT08ER 1 TO APRIL 15. 8. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND/OR CABLE) SHALL BE UNDERGROUNDED. 9. TO INITiATE RELEASE OF BOUNDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FlNAL INSPECTION. 10. 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J_ '�" �i� •�F, � �.v ,° ° _ '`�)", � �,�� p�`'�c.. � ` - --_ �;� '� '" � / " ' � / �a -(F' - � , ��,:�� _ F, - �� ,_ '' r� � � �� au �o n � , i ' � o � $ , . o� . _ p�'� c � � �; `' , --- m W 1 �� � � �- � ��o u `o u �o ^ C� � � �o �n F. ��, 4� , � � � ` �- �� �' �, u � ;'� �� � u w a � � �C u `O n �.. � , � � L� �S �`" � \r, ;t � �-'' % � � �� " � �,� `G � � � � �' _ -' �.>�( II ^ n ^ � � � � rx,':`� � u �� � N/ ` Y L y � � � �� � � C � ; :: ��- —� � � ,;% 4 m �.--- Q > � �O 1� p p �j O I� �� O ij p h � � o -- _ ROW �r 32 _ 2 2 2 � v I"� DATE � 2/2�� � � _ r?�FS (�'JOTE: GN� Y A FEW �tES W, 2 Z , � N N � JOB N0. � -�--,_� i 03242 N �' �� , i � . �� ' -- -- _- -- - --- '- -� -- -_ - '� .. �'\, ' . f : � Q� � �� � -- - -- - - - - -- - ,� �_ �. EROSION CONTROL NOTES }� J / ,� � ._ . \ =� JP� �� `�S� THIS DRA}yHQG REPRESENTS A TOPOGRAPHIC SURVEY PREPARED '�, ;�` 1 1. EROSION CONTROL MEASURES SHALL CONFORM WITH THE CALIFORNIA STORM WA1ER _ � - � Q ,�_ ' t �� '. IN CO RMANCE WITH THE REQt11f2EMENTS OF THE LAND __ �' ,�� .. '- pUAL/TY ASSOCIAT)ON BEST MANAGEMENT PRACnCES HANDBOOK, REGIONAL WATER _ J� �� SUR YORS ACT. THE PROPEf2TY LINES SHOWN HEREQN-,4RE " -- - ERASIDN _ CONTROL LEGEND ��' " �` QUALITY CON7ROL BOARD EROSION AND SEDIMENT CON7ROL FlELD MANUAL AND 7HE / / C PILED FROM RECORQ-DATA AND REPRESENT THE BEST - -. v' `' COUNTY OF SANTA CLARA Rf0U1REMENTS INCLUDING: / + RAPHICAL FIT BETW��N RECORD INFORMATION AND THE TOPO- - -'- - --- ___ � ''�, � / �RAPHICAL FEATURES SURVEYED AND SH4)l7LD NOT BE RELIED INSTALL STRAW WATTLES ALONG DOWIVS�I7EAA7 -- a. STABILIZE ALL DENUDED AREAS ANO MAlNTAIN EROSION CONTROL MEASURES ,' r 'r / /-� � `. f UPON OR US�D �FOR ANY OTHER PURPOSES. PURSUANT TO THE LIMITS OF GRADING ALL 1NCLUDE -__ � CON7INUOUSLY BE7IMFEN OCTOBER 15th AND APRIL 15th. STABIUZA7]ON SH ; � + ,:, ��,,� " CUENT'S DIRECTION A BOUNDARY ,SURVEY WAS NOT PERFORMED , ,, _ . / / �; ��0� ' AT THIS ?1ME WHICH MAY HAV6 bETERMINED THE ACTUAL . - -- -� — - - -- --- --_ ___ � CONFORMANCE WITH DETAI� THE CALIFORNIA / WA7FR Q�UTY �. ;h ---- _ ASSOCIA710N BEST MANAGEMENT PRACT]CES HANDBOOK. �; / �; PROPERTY LINES. - % /+ "" � /' , -' ---- -___ ___ ' b. REMOVE SPOILS PROMPTLY AND AVOfD STOCKPIUNG OF FlLL MATERIALS WHEN �� / lNSTALL STA8IUZED CONSTRUCflON �DI7RANCE- _ `?� " RAIN IS FORECAST. IF RAIN THREA7ENS, STOCKPILES SOILS AND 07HER MATERIALS /' �l _ , , SHALL BE COVERED WITH A TARP OF OTHER WATERPROOF MA7ER/AL �., /� __ c. STORE, HANDLE, AND DISPOSE OF CONSTRUCTION MATERIALS AND WAS7ES IN A / : - � , - _ . -- -- — --- _ _ _ _ MANNER WH/CH AVOIDS THEIR ENTRY INTO LOCAL STORM DRAIN SYS7FMS OR WA7FR ,� f, / , , : r�.: -- - - - --- - 1 - - ! - .-. BODIES. } -` , -- � / -, - _ � �. . • _ _ _ _ - --- -_ _ __ _ 1 + d. AVOID CLEANING, FUELING, OR MAINTAINING VEHlCLES ON-SITE. � /}/ - ,� ��`' ;, .: � 1 ' ` �� --_=--., - ' ISSUANCE A BUILDING PERMOVED STORMWATER MANAGEMENT PLAN PRIOR TO TNE � .i _„_,,...... _ . , � � _ - 1 / i , .: �-�^-"""'' �� E _ ' ° � � � " � � � � � � 1�'E pr ' ' - _ � ✓ . ATERIALS FOR THE APPROVED EROSION CONTROL MEASURES SHALL BE IN /V��/;�.�-_-,•�_.,,..,..�--j�-=. -, r �_, : 2 ALL M + � _� �� i ' J �� �' , PLACE BY OCTOBER 15th. � ,� /, i:� £-; - i� i ;��'�� � �`l � (!'� / f I A {' �/ �� " �. �`--- � 3. EROSION CON7ROL SYSTEMS SHALL BE INSTALLED AND MAINTAlNED 7NROUGHOUT � \� t . / �-��� /..� ' i ,. r� ��''�-�.``` I , THE RAINY SEASON, OR fROM OCTOBER 15fh THROUGH APRIL 15th, WHICHEVER IS ' % � � � ` \ �' \, LONGER. / �/� � , . � . � � j � ' Y - - - - - - _ \ �.,`'^-__ p/ ,' , , , .- � , -- -- __ ' i � F'?� � _ N ` E <- ,;' � ,, - - 4. IN THE EVENT OF RAIN, ALL GRADlNG WORK IS TO CEASE IMMEDIATELY AND 7H _ . .,, _'. "' �' ' ' ( � �''`� �' ' � -,' q�' �'� �"' S17E fS TO BE SEALED IN ACCORDANCE W17N THE APPROVED EROSION CONTROL � - � � . - . _ - , I ' j j r. +� C� f'` / �`, � 1 � i -- - - --- - �.\ � `"�-- 1 � MEASURES. '?� � � � � � ' ''' `l.� � � ` - � V H B R SPO SIBLE FOR CHECKING AND REPAIRING EROSION , � ��� • �� j' � ��"� � / �� � ��� -- _ �� A" � � �� CON OL SYSTEMS A�FTER EACH STORM.. ` , " ; , , / - 1 \ .�.� I , i` j ` /. I _ _ - - - - - - - ' _ ; ' l � �I\, 6. ANY AREAS OF DfSTURBED SOIL SHALL BE SEEDED OR REPLAN7ED TO 7HE { ;;'N � i j F �/' �. i -'- -----__ � � SA7ISFACTION OF TNE COUNTY INSPECTOR PRIOR TO OCTOBER 15th, OR F7NAL . , ::,. �F'' : P`E` - ^ / . � . � � �- \' �, � � ,, - � INSPEC710N, WHICHEVER /S SOONER. � �5�� �`�� �'''�� "- ` f � � � � `� _ _-_ _ L�r� 2�' \ j� ` - F> 7. ADDl770NAL fROSION CONTROL MEASURES MAY BE REQUIRED AS DETERMINED BY � - --- `�' -.-.C� i/ � � ':; /� _" ,--_ - - -- -- -- --- ----- --- _,,, r � ' �P -- - _ • �� �\\ t .�' ,+ C THE COUNTY ENGINEERING DEPARTINENT OR BUlLDING OFFICIALS. % 8. PROJECT SNALL PREVENT THE DEPOSIT OF DIRT, MUD, SAND, ROCKS, GRAVEL OR , �� � �/ � 4 � � � ,, '' - , 1 DEBRIS ON THE SURFACE OF ANY STREET, ALLEY OR PUBLIC PLACE OR IN ANY PUBLIC ..� � ".��,�' ,..��r, "` , _ ti• " � i � � /'� � -- � �' � �,�� 1 �� �� \ � c� ' � -_ '�`_ , , ' '` RY H N WEEPING. � , / � �' � __. - -�`' �� � - � BY EANS ' OF D�S OVEU AND/OR S D M ALS SHALL BE REMOVED lMMEDIA7ELY � 1 ATERI ? - �' � �� f % _ ------ --- - � 1NSTALL ST�4BIUZED ._ � - , %� F`L� � ' . CONSTRUC�IQN ,� .NTRANC � �°^ I 9• TREE PROTEC710N SHALL BE IN PLACE PRlOR TO THE ISSUANCE OF THE GRADING �INSTALL ,��BER ROLL%BELOW � ;;; � ;,,, � � - ;� � � ,: .. - � _ r PERMIT. 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'. , ,,,= � -�. . ,_.. - -- S 89°17 4�-' E 480.00' ..--- " - `— ,. � _ ,. , W �. , ' �, _ '4�� G � _ - � � �s\� _ ;�,� e' � J � , - 'ti � ' �� _ _ � �;�' �� 4,JG - F'JG`, '06�;�,� .- _ __, -- � _,� , - . . . .. ; 4� °c } ' 4<�` 0 ' �' �`� � - �,'� " '� ,,. � V h � " �� o� �, ! ^� : �� �4,'� i � %` �`� , � - t `� !� 6 , ' .� ��' ✓ `� ' �� i � � (�L`� ,r . ` �_� , �V� 1 � ���f��� ��T, '�� l� �ir;i � w��� L" � �� i�;�� S� �� ., RO6'V Or 32 TREES (PiOIE.� G^1LY A FtbV TRcES SHOWPJ� j I -- _. � I � i � r J J L I-'LAN STABI LI ZED CON STRU CTI ON ENTRANCE N.T.S. MAINTAIN ENTRANCE PER ABAG REOUIREMENTS, ADO/NG STONE AS NECESSARY. JN MUDDY CONDI110N5 /T MAY BE NECESSARY TO WASH WHEELS BEFORE EXIS7ING S1TE. THIS SHALL BE DONE ON A SEPARATE STABIUZED AREA WHICH DRAINS TO AN APPROVED SEDMENT TRAP OR BASIN, CLEAN TRACKED MUD FROM PUBUC RIGHT OF WAY IMMEDIA7FLY. > m m m W O r W= W S N�I �w �� �� � ^ � � � s � � N q °' o a� � w U d' Y � � � o � � 'n O � � � ao � � � N �"� N .� Y xv ° � � �' � ` o � ' p N � � � ; ° • � . d I U � �� � � N O 7 , a vQ L � � W � � Q � � � Q 0 a m V Z � � Z � � O W � a ti � � V N � � 0 Z � Q Z J O a � � W 6 SHEET ' � � 0 � � 4 � N 2 DA,� 12/Z/1O � N JOB N0. � 03242 In the Santa Clara Valley, storm dralns flow directly to our loeal craeks, and on to San Francfsco Bay, with no treatmant. Storm watar pollutlon Is a sarlous problem for wlldlifa dapandant on our watarw�ys and for tha paopla who Ilva near pollutod streams or baylanda. Propar managame�t of construction sites raduces pollutfon slgnlflcantly. Thls sheet summarizes the "Best Menagement Practicas" (BMPs) for storm wator pollutfon reventlon. ORDINANCE OF THE CITY OF CUPERTINO FOR STORM WATER POLLUTION PREVENTION 8� WATERCOURSE PROTECTION: Chapter 9.18 9.18�040 Dlscharge Irrto the storm drain prohi�ited It shall be unlawf�l b discharge, a cause, allow, or permit to be discharged into any storm drai n or natural outlet or channel all waste, including but not r�strided to, sew�ge, industrial wastes, petrdeum produds, ooal tar or any reFuse substance arising irom the manufadur�e of gas from coal or petroleum, chemicals, detergents, sdverrts, pairts, contaminated orchlorinatedswimming pod water, pestiades, herbicides and fertilizers. 9.18�070 Axidental Discharge AII persons shall ndify the Directa of Public Works ty telephone immediately upon accidentally dischargrg wastes to enablecouitermeasures to be taicen by the City to minimize damage to storm drains and the recewng waters. This notification shall be follanred, within ten (10) days of the date of occuRence, by a detailed vuritten statement describir�g the causes of the accidertal discharge and the measures being taken to prevent further occ�rrenoes. Such notifications will rot reliev�e persons of liability for violations of his chapter a for any flnes imposed on the aty on acoount thereof under Section 13360 of the Califorria Water Code, or for violations of Sedion 5650 of Califomia Fish andwildlife Code, or any ather applicable provisions of State or Federal laws. 9.18220 Violation* Any person who violates any provision of this Chapter shall be guilty of a misdemeanor and upon convidion thereof shail be punished as provided in Chapter 1.12 ofthe City of C�pertino Municipal Code. Chapter 1.12: General Penalty, Section 1.12.010, paragraph D, states": Unless otherwise spedfied by this code, an irfradion is punishable by: 1. Afinenottoexceed$100forafirstvidation 2. A fi ne not to exceed $200 for a second viol ati on 3. A fi ne not to exceed $500 for a third violation of the same chapter within rne year. 9.1a240 Clvfl penalty for Illldt dlscharges' Any person who cischarges pollutants, in violation of this Chapter, by the use aF illicit connections shall be civilly liable to the City in a su�n not to exceed twenty�nre thousand dollars per day per vlolatlon for each day i n which such violation occu�s. 'Excerpts — For canplete CODE language refer to the City of C�.pertino Muniapal Code. C up�rtlno BuIldlnp D�pt: �oa•n�•s2:e PuDllc W ork• D�pt: •oe 8�nta Cl�ra County R�eyellnp Motlln�: eoo-ea�•e��a www.r�AUe�w ast�.ora 4rww.r�evel��tull.eom Sm �II Bu�ln�ss Hazardous W aat�: saa-z�f•isoo Cuportlno 8anitary 8�w�r Dl�tr �oe S�nt� Clar• Valley Urban Runof} Pollutlon Pr�v�ntion Prym eoo.»� State O}}le• of Em •rp�ney S�rvlc�s 1•l00-l62-T660 (3� h��) R�portsplllt to 911 APPROVED BY: � /� ` . u u 1�1s �}- io. � 0 9 JR., RCE 22048 0/11 DATE General Construction and Site Supervision Storm Draln Pollutlon irom Constructlon Activltles Conetructfon iitsa ers wmmon sourcee ol �torm wnx pollutbn. M�tsAais �nd waatea tMt Dlow or we�n into � �tortn Orsin, gutter, or �troat haw a tlk�ct Impaa an Ixal croeKa antl Me Bay. As � contnctor, or �N� sup�rvbor, own�r or op�ntor oi a alt�, you m�y D� raponUbN Tor any �nvlronm�nUl O�map� uuaM Dy your subeo�fraeton or �mploy�n. Qeneral Princlples ❑ K��p an oNMy �Ib antl �nwrs pooO housekeepmp prac6ces ars uaea. O Malntaln �qulpmmt properly. ❑ Covar melerlala whan they are nol in use. ❑ K�sp metMals away trom stroeb, alorm tlnina anE drainaga chennab. ❑ Ensuro tlutt aontrol water Coesn't leave aite ar discherpe to etortn araine. Advance Planning To Prevent Pollutlon O SeMAUI� �xuv�tbn and pndlnq aeUvkl�s /or Ary w�atha p�Notls. To reduce sdl xosion, piaM tempwary veqatatlon a plaee otMr eroaion controls Dafora rain bagins. llse the Eroaion entl Sedimant Confrol Menual, avaiiaDle trom Ma Regionel Weter pualiry ConUd BoarC, as a rera��� ❑ Control the �mount of runolf cros�ing your site (upeclally tlunng a�ceavetion!) by uaing berma or temporary or permanent drelnage dkchee to arvert wnsr now uountl Ne site. Reduce �rormwatsr runott vslodUea by con�truMlny umpa�ry onack dama w oertna wnaro approprlats. ❑ Tnln your �mploy�as and subeontracton. The city can prvviCe Drochuroe aDwt Mss� iasues for you to tlistn6uts lo workars et your conatruction nte. Inlortn your wDCOntradorc ebOUt t11B 6tOfR1w8taf fBQulflTeM6 8fM Vleif own neponsibllitie� U�e Bluepnnf lor e Cban Bay, e conatruction bsat manapement practiat puiUe evailable at our BuiWing Dapt wunter. Qood Housekeeping PracNcea O Gslqnata on� m� of th� �Ib for auto perking, vehic�a iafueliny, end routine equipment meintenance. The desipnetad arae ahoultl he well away from atreama or storm Crein inbts, bermed if nscesaery. Make mejoi repain off site ❑ To pm�nt oR•�Ita Mcklny of tllrt, provl0a sntnnus wlth riebilizeA eqqraqete �urtacea. Or provia� � lin waah arsa. O Kwp mabrials out of tM nln - pnv�nt runo}I contemnation at me source. Covar expocetl pilea of soil or canslruction matenele with plestic sheetlng or lempaery roofs Belore it rains, eweep ena ramove metariels hom nuAaces tliet Crain lo etorm draine creeke, or channels. ❑ Kaap polludnb oM a:po�ad wA�an. Place Irash cene and rocycling receptaclea eround the aits to minimize Ilttar ❑ CN�n up N�k�, AAps �nA oth�r splll� immsEl�Nly �o they do not conaminNe �oll or prountlwetar a bwe rssitlus on paveC wrtaca. Uss Cry claanup methodt whenwsr paalCle. li you mwt uss watsr, ute just snouqh ta keep tha duel down O Cov�r �nd malntaln Oumpsan. Plau aumpetero under roofn a cover wiM tarps or plestic sheetlnp secureA eround the autaide of the Aumpster. Never clean out e dumpater by hosing it tlawn on the conatruction site. ❑ Pl�ea port�bk tollds ewey hom stortn Crains Make wre portable toflete ere In good warkfnp order. ChecM fraqusntly for Neks. Materlals/Waste Handling ❑ Pnetic� Eaurc� Reductlon -- minimize waste when you oMer mete�ala. Estimate earefully. O R�eyeb �ze�s� m�Nr1US, whenever po��lble, sueh ae conerste, asphan, �enp metal, wlvenp, tlepn�em, Uaared veqetatbn. papsr, rock, antl vahida meintanance mabriale �uc� as used olt, antlheaze, batlenes, en0 tirea: www.reCucewaate.orc tor irrto. O Dbpos� of all wastp pmpMy Materials thet wnnot be recyaeC must be taken to an appropriate lendfill Or Aiapoaed of as hazerdous wasta. Never bury weste matenals w leave them in the slreet w near a craek or atream Detl. Permlts O In addkian to bcel pradinp and building permits, yau wlll need to obteln coverage under the Slete's Generel COnstrudion Activity Stormwater Permit i} your conatructlon aIh's Olstur6M an� totals 6 aen� or mon. Informadan on the General Pertnit can be obtained }rom U�a Regional Wemraualiry ConVOI Boartl. (This critane will ehange lo one acre ea of Mar. 2003.) � � r. • • � :- � � � • • ��� : �- Lar�i�C�rdan A�►ler�anCe ❑ RaWlllotJ�Asafdla�rapiryfT+�eriele NQIIV�td fd I�II bJ �1Q CIBff1Ult�l � a �lGIIJld Q8ltlC d�Bltll� o sa,.�aya�a,ae�,m«,� duky AY v�aAls. ❑ lbelarryaayCfiacicdarsardtlisto f ������ ❑ R�7`I'1lm11I1�lM�1{/d����� �Iled be�, e6aw�tW, a dMr xdrcet � ❑ Rsveyf�lan'saiea�ellatfamdeoem o�hd 1Q eyll�B O 8oaie pcbadee, teo�aas, ad ar,a dsri�ls kdoas Q in a shad «st�r�pe C$111� ❑ �l��t�1��01H1n10 :,�,a�smu,s�. �a��qv �m�, � �n��� �m,d. d�pme d rieed errplymlaires in the tah depme a u�aed peeUdd�e m �� ❑ �'1Q�EIE11D,19lII�1lN1111GlbBldl,IBL)dlfg �adled larl �da�ardtreetrimrirgsin yadYweEe4ohsa Yadnedewll bemllemad Hd OOrtpOB1B1 b�ICEOly90Rb�9 i�rb aeacw�d b aorrp�t yed�asEeQwiOeCiareeMes Q'mlae yed+�ee0eba ladll Wae d wl be �P�� ❑ �i�C�lOO16�[SORlICl1d fdi dlRpl� ad Ptrirp Heme b.�n»,�m,v�r�a wde (BF1's Pb�r qlsd ad za�oa rM �a,d�u ae a,e n�sq. ❑ �II�dONQId@�Bi1R611'bD CIBa�ef. 9bortn �ain Pd�utlon �'�. �� ���� � .�h�1711� Pb01 N�1�108 Nbry I�rspYp adMf s epoas ads ad irveeaethe�adfioad n�at eerui ad pertlen ea a dierti�sWA nn d iloltn drnndas d+ir�p �Q�K� �1r�q Pod vr0irmrmrmp olct» aid ������ eeavyedbalamaarn irbeeaieri�lsae bOCb i¢AfC rS �d/° •�T'° � ���6�� 1Mei iCstirreb dan a pod, �a a toutari, pe�tye oe a,e oo�UU a,e apewio �n�av Oistict befrneyau s�t tar Aitlia p�i�noem lkwrele�q eerfabwpeaerriat ad la�dn9 �pedd deenirp o�1e (� ae add ved�. pediagellane dn/d be k¢t b the Iww �M�h a�dsara� e �da� roee 1�1S110Nf�l611t� h! pfCltibOBd bJ IOC� � ❑ I�krBrd�d�spePodatpeM�erLoa ��Q�IIIIA'�tf, fll�I��eDB W�l �9YIR CItCIL Q If pos�li� v�ta� errFiyiry a pod Q s� let dYI71fDf�9dQ�D<<)f 8}9V tl�S 81d 11Ef1 reacle4e�eeMeoa b/�akirp k gabaNy atoaardr�edarea ❑ �IId1�0�!►�Md�IBCI�{. Cavd alpae vAh diahe a dMr �Vlq lUC11 � 90d11I1 �QTIQ:. �� ❑ Ne�sdes�ai6erintheededornesa �OOrt11�L f�lflSG3h'I[vl21d deEare�ae eeAh MBas ot� a art aeq arcl�a�4Merieeirieir�oadl []q�med q�ertde4ire�enaeerRi InCiegst�a ❑ rtlws k rorN�ledrtaa� all Q pertlrq �i�arv for t�lare m dar119qrpAMs bsdonmh Q rirne/�to ���. Earth-Moving Activities Storm Drain Pollution from Earth-Moving Activities Soil excavation and grading operations loosen large amounts of soil that can flow or blow into storm drains when handled improperly. Sediments in runoff can clog storm drains, smother aquatic life, and destroy habitats in creeks and the Bay. Effective erosion control practices reduce the amount of runoff crossing a site and slow the flow with check dams or roughened ground surfaces. Practices During Construction ❑ Remove existing vegetation only when absolutely necessary. Plant temporary vegetation for erosion control on slopes or where construction is not immediately planned. ❑ Protect downslope drainage courses, streams, and storm drains with wattles, or temporary drainage swales. Use check dams or ditches to dive�t runoff around excavations. Refer to the Regional Water �uality Control Board's Erosion and Sediment Control Field Manual for proper erosion and sediment control measures. ❑ Cover stockpiles and excavated soil with secured tarps or plastic sheeting. The property owner and the contractor share ultimate responsibility for the activities that occur on a construction site. You may be held responsible for any environmental damage caused by your subcontractors or employees. Pai nti ng and Application of Solvents and Adhesives Stiortn Drain Pdlution from Pairrts, SO�V811tS, 8fK1 /�hE;S�V@S All peiMS� sdvents. end edF�esives oorMan ci�xnirala tlret are hertnful t� wildife in local creeks, San Frxxisoo Bey, and the Padtic Oceen. Toidc d�emirals mey caria from iquid or sdid producb or 6om cleerrrg residues ar reps. PaiM rt�ateri� and waetm, adhe�ives and deeninp fluids ahald be recyded when poseible, or dapoeed d po�erly to prevent these rtreteriala from lbwirg inOD 9tarm dreiins and v�eternourses. l�larKAing Pai►k Products ❑ Keep NI liquid peint producis and v`estee aMly 1f01I1 fl1! QIltb►� ��I7lR Nld stortn draina. Painting qeanup ❑ Never Gean 6nd�ee a riroe pelnt corMainers Irko a sVeef, gutEer, atorm drain, d Frw�eh drair4 a croak. ❑ Fa vrm►-bessd pslnh. Peint out bnmhes to the eubent posaible, and rinee into an irffiide sink dain V�et 9oes to the senitary sewer. ❑�« ai�a.ed v.i�a, va�M «,c � ro me maent posaide and deen wlth thirner « adverrt. Flter and �ae 1Ftimeia and edverds, wtiere possible. Dispoee d e�acess liquicls end reaidue as herardous weste. ❑ 1Mien tt�aoupF�lY �Y� ��P�Y P�M cans, wad �nanes, raos, a�,d arov aana may tx dlsPosW d a gerbegs. —�,� �t�!��' Pa1rrt Rarnoval ❑ PaIrR ehips and dust tmm narFinardo�s �Y �PW�B ard aand blesUrg rtwy be swept up or aoqeded in plastic drop ddhs and disposed oF as trash. ❑ cr�i ��c �c���y ►�a,�. �w a,�� end dust rram marin. pa�nls, « psims cor�ining kad, rtrreury a tribulyl Hn muat be dispoeed of as hazsrdous waste,a. Lead e�d ar�a �ert,a� �e�:�es a s�e-�ed �ao�. ❑ v+a,� �o-;�� a ���� e�ai�.xa►� with higMpessure water, dodc stam drana Diiae! wasf�waEer arta a dirt area aW spede 'u'+EO soil. Or, check with Cupertino Senifary District to flnd aut if you can rtap or vacuum the washMeter and disposa of k in a sanMsry seaver drairt Sernplinp of Uie wasFmeter may be required. ❑ VWel�wahr from pslnE�d bWl�nys eorobucted be(ore 1978 c�n coraain high arnounts d Lead. even H peir� chips are not Present Bef«e f�ou ba9in sbiPPf�D Pelrrt a Geenirq pra1978 buildinp e�denas with v�ater under hi9h Pressure, test paint for lead by takinp peirrt saapinps Oo e local labaatay. (See YNlow Papas tor e state-oartified 18bOfetOry. ) 0 M�IIBf91S I006! PBlfk Ofl 1f18 IXlIId111Q, Of I� CIB ps��e c�+s pos�we r« i�a. wod� �om, dreins. Chedc wilh Cupertino Senitery District Oo deterrrtine N#iether you may disd�ge v�ar Eo tl�e ear9tery leNer, or H you rr�xit eend it ������. Pdirt Diapoaal, Re�um or ponaSon ❑ Dbpas of unwan0ed liqud peint, thinners, edventa, �ue4 end deaninp tluds u Ma►daib wsle (call the Small Busineas Flazer�dous VVasEe Rgn: 298-7300). ❑ or t�etum to wppier. (unoper�ed cans a pant mey he able to be reh,med. Chedc v�ia, a,e vendo► regeb�9 Ma "buY-bacK' Dofiay.) ❑ Da�eta ezcess peirrt (calt 29&73001c dornle.) Roadwork and Paving Genera/ Buslness Practices ❑ Develop and implement arosfon/aedlment eontrol plans for roadway embankments. ❑ Schedule excavation and grading work during dry waathar. ❑ Check for and rapalr leaking equlpment. O Pertorm maJor equlpment ropaln at designated areas in your maintenance yard, where cleanup Is easler. Avold periorming equipment repairs at construction sites. ❑ When refualing orwhen vehicle/equipment maintenance must be done o� site, designate a location away irom storm drains and creeks. ❑ Do not uae dleael oll to IubAcate equlpment parts or clean equipment. ❑ R�cycla used oil, concrete, broken asphalt, etc. whenever possible, or dispose of properly. (www.recyclestuff.com tor list of recycling companies.) Aspha/t/Concrete Remova/ 0 Avoid creating excess duat when breaking asphaft or concrete. ❑ After breaking up old pavement, be sure to romove all chunk� and placas. Make sure broken pavement does not come in contact wlth rainfall or runoff. O When making saw euts, use as Iittle water as posalble. Shovel or vacuum saw-cut slurry and remove from the site. Cover or protect storm draln Inlets during saw-cutting. Sweep up, and properly dispose of, all residues. ❑ Sweep, n�ver hose down streats to clean up tracked dirt. Use a atreet aweeper or vacuum truck. Do not dump vacuumed liquor in atorm drains. Storm Drain Pollution from Roadwork Road paving, surfacing, and pavement removal happen rlght In the street, where there are numerous opportunities for asphalt, saw-cut slurry, or excavated material to illegally enter storm drelns. Extra planning Is required to store and dispose of materials prope�ly and guard against pollution of storm dreins, creeks, and the Bay. During Construcfion ❑ Avold paviny and seal coating In wet waathar, or when raln Is forecast, to prevenl fresh materials from contacting stormwater ru�off. O Cover a�d seal catch baalns and manholea when applying seal coat, alurry seal, fog seal, or similar materials. ❑ Protect drafnage ways by using earth dikes, sand bags, or other controls to divert or trap and filter runoff. ❑ Never wash excess material from exposed- aggregate concrete or similar treatments into a street or storm draln. Collect and recycle, or dispose to dirt area. O Cover stockpllas (asphalt, sand, etc.) and other construction materials with plastic tarps. Protect irom ralniall and prevent runoff wlth temporary roofs or plastic sheets and berms ❑ Park paving machlnas over drip pans or absorbent material (cloth, regs, etc.) to catch drips when not in use. ❑ Clean up all spllls and leaka using "dry" methods (with absorbent materials and/or rags), or dig up, remove, and properly dlspose of contaminated soil. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. ?9? ❑ Avoid over-application by water trucks for dust control. Earth-Moving Activities Storm Drain Pollution from Earth-Moving Activities Soil excavation and grading operatians loosen large amounfs of soil that can flow or blow into stortn drains when handled impropery. Sediments in runoff can clog storm drains, smother aquatic life, and destroy habitats in creeks and the Bay. Effective erosion cantrol pracdces reduce the amount of runoff uossing a site and slow the flow with check dams or roughened ground surfaaes. Practices During Constructfon ❑ Remove existing vegetation only when absolutely necessary. Plant temporary vegefation for erosion control on slopes or where consWction is not immediately planned. ❑ Protect downslope drainage courses, streams, and atortn drains with wattles, or temporary drainage swales. Use chedc dams or ditches to divert runoff around excavaUona. Refer to the Regional Water Quality ConVol Board's E�osion and Sediment Contro/ Field Manual for proper erosion and sediment control measures. ❑ Cover stockplles and excavated soil wRh secured tarps or plastic sheeting. ���» _ / � � . -.:-�-.... �a �r � ���� � �� i ,,.i _, /-.:.� � ��-� - ~ ~ �- �: a :�J �. F re s h C o n c re te Duriny Consvuctlon ❑ Don't mlx up mon froeh eonerote.or eement a n d M o rta r �an you will uss in a hvo-hour pariod. ❑ Set up �nd op�nb small ml:�n On t�rps or ■ haavy plastic drop eloths. A p p I i c a t i o n ❑ When cleaniny up aRer driveway oE sidewalk eonatruetion, waah Msa onto dlrtanas, not down ths drivsway or into the strost or storm Storm Drain Pollution from drain. j.. Fresh Concrete and Mortar ❑ Probet�pplicationaoifresAconcr�teand morter hom ralnfall and runott un the Applications materialhasdried. � Fresh concrete and cement mortars � W��h down �apos�d �yynpab e nent� only when the washw�ter can (1) fl w onto � th8t W83h I�tO 18k93, Stf881T1S, Of BStU8rIB3 dirt area, (2) drain onto a bermed Aace from are toxic to fish and the aquatic which it can be pumped end diapo d of environment. Disposing of these materials properly, or (3) be vacuumed from caccnmenc to the storm drains or creeks ean black eroatsd by blocking a etorm drain I et. If necessary,divsrtrunottwithMmpo ryberma. storm drains, causes serious problems, and Make surs runoft does not roach p is prohibited by law. atorm dnins. ❑ When breakinp up pevement, be euro to pick up all Ms piecea and dlspos� of prop�rly. Ganeral Buslness Practices Reeyele larps ehunks of broken eoncrote. See ❑ Waah out concrots mlxsn anly In desiynrted www.rodueewaste.ora for Info on rocyelsrs. washout �n�s In your yrrd, ewry irom storm ❑ Nw�r bury waste material. Diapose of smell dnins and waterw�ys, where the water wNl tlow amounb of excesa dry concrote, proul, and into a temporary weate pit in e dirt vea. Let morter in the Vash. water percolete through soil and dispose oi settled, hardened concrete ea garbepe. O Nsver dispose ot washout Into the street, Whsnsvsr poaaible, recycle waehout by storm drains, dninaye ditchas, or stre�ma. pumpinp back into masn for rouas. ❑ Wa�h out ehutss onto dirt araae that do nat }low to streeb or dreim. ❑ Always �ton both dry and w�t mat�rlals und�r cov�r, protected from nin}all and runoH •nd �way from storm dralns ar watarwaya. o Protect dry m�terirls trom wlnd. � ❑ S�eun baps o� um�nt after they are open. B� wro to kesp wind-blown eement powder away from �trs�ts, purisra, atorm dnlns, rainfall, �nd runoH. ❑ Do not us� dlo�al fuol as a Iubrlcant on concrote forma, tools, or Veilers. Heavy Equipm ent O peration Storm water Pollution from Heavy Equlpment on Construction Sites Poorly meintained vah{clee and heavy equipmant that le�k fuel, oll, antlfrosze or otherflulds on the conatruction eite are common sources ot atorm Arein pollutfon. Prsvent �pilla and leak� by Isolatlnq equipment from runolf channels, and by watchinp torleaka and othermalntenance problema. Remove constructbn equipment trom the site as soon es possiDle. Slt• Pl�nnlnD •nd Pr�v�nt/v• Vsh/cle M�lntenancs O D��Iqnat� en� �r�� oflhs eane�ruelion slte, well ■wey from �traama or �torm Ar�in inleta, lor �uto �nC squiDm enl D�rk�inp, r�fu�linp. ana roulln• v�nial� �nd �quipmsnt m�lntsn�nca Cont�In lhe �ra� wlt� Earma, sanE baps, or olh�r b�rrisrt. ❑ Maintain �II v��lcl�� �nC h��vy �Qulpm enl. Inapsetlrequantly lor anA rep�fr leaks O P�rfarm majorm�Inten�ne�,r�pairjoDS,�nC v�hicl� �ntl �QuiPm�nlw��hinq off•slt�. wh�r• claanup Is ��fi�r. O I/you muatEraln �nC repl�ce motor oll, radialar coolanl, or olh�r flu�itla on �It�, us� Arip pana or tlrop elot�� eo e�te� Erlp� �nC spllls. Colla�t �II apant Ilulaa, ftore �n aaD��o�a containera, and prop�rly d�sDOS� aa h�zarEOUt wast� (rscycl• w��n�v�rPO�i�Dla). 0 Do noe us� Al�s�l oll to Iubrla�t� squlOm snc parta, or claan aQUipment. Uae anly watar for •ny onsit� cl�an�inp. ❑ Cov�r �:De��E flfth w ���I �Itch�f enC ot�er olly or praasy equlpmenl0urinp rain avenls Splll Cleanup ❑ Cl��n up �pllls Imm�dl�t�ly O N�v�r hos� dawn 'Eirly' pavement ar im p�rm�aCl� surfac�� wh�rs fluiC� �av� tpilled. Ut� Ary el�anup m�1�oE� (�bsarE�nt matarials �a1111tar,and/orraqa)w�anevsr poss�ble �nd prop�rly dispa�s olab�arb�nt m �tsri�is ❑ 3w��p uD �G�IIaE Ery met�riela Immetliefaly Nevsr�tlemptlo'waah Ihem �way'wilh waler. or bury t��m. ❑ us• .. Iletl. wat�r.� po.siel• ror au,� eon�roi. Enaurs w�tar u�eA aosen'� Isave +iit or discharpa to ttorm dr�ins. O Cl�an uP sPlll� on tlirt �r�as ey Eiqqinp up �ntl properly e�soa���o o} eont�m In�teE soll ❑ C�11 i11 tor alpnificant �pills O If [he ep�ll poaes a�Ipnlflcant haz�rd to �uman hsalth and �af�ly. prop�rty or lha anvironm ant, you m u�t �ISO r�port It ta th� Suts Ofilo� ot Em erqeney S�rvlce�. �;x�-ao�o,�� � � -��-�� Small Busit�ess �'�C1Za1 C�Ol1S �f'dS'�@ Disposal Prgm BlJ31f1�.4S@S thdt �fl@r'd't@ �@S3 than 27 gallons or 220 pounds O�f �I"C�OIJS 1AfdStiE � �1'1011�'1 are eligible to use this program. Ca11448-299-7300 for a quote. 1 �. ,. `�� CffY OF CUPEf�TINO C � �:� � C � �p �.�� ? ��-'Ir� �'4� CONSTRUCTION BEST MANAGEMENT PRACTICES DEPARTMENT OF PUBLIC WORKS � �..e. <s.. ��k, 1/�W RwM ►�Waw iisvwi� hyer SHEET: f1F C�4 SHEETS 4