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PC Summary 01-26-10City of Cupertino 10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308 To: Mayor and City Council Members From: Aarti Shrivastava, Director of Community Development Date: January 27, 2010 Subj: REPORT OF PLANNING COMMISSION DECISIONS MADE January 26, 2010 Chapter 19.32 of the Cupertino Municipal code provides for appeal of decisions made by the Planning Commission 1. Application U-2009-07, ASA-2009-07, TM-2009-05, Terry brown (D&B Legacy, LLC),10216 Pasadena Avenue Description Use Permit and Architectural & Site approval to construct two, two-story, single- family residences with two new detached granny units in a Planned Development district; Tentative Map to subdivide a .29 acre parcel into two 6,200 square foot parcels. Action The Planning Commission approved the application on a 4-1 vote. Enclosures: Planning Commission Report January 26, 2010 Planning Commission Resolution (s) 6578, 6579 & 6580 Plan Set g:plnnning/Posf Hearing/sutnrnan~ to cc11210 CITY 4F City of Cupertino 10300 Torre Avenue Cupertino, CA 95014 (408) 777-3251 C U P E RT I N O FAX (408) 777-3333 Community Development Department SUMMARY Agenda Item No. ~ Agenda Date: Tanuary 26, 2010 Application: U-2009-07, ASA-2009-07, TM-2009-05 Applicant (s): Terry Brown (D&B Legacy, LLC) Property Location: 10216 Pasadena Ave APPLICATION SUMMARY: USE PERMIT, ARCHITECTURAL AND SITE APPROVAL application to allow two new two-story single family homes, each with a detached granny unit. TENTATIVE PARCEL MAP application to subdivide a 0.29 acre parcel into two, approximately, 6,200 square foot parcels. RECOMMENDATION: Staff recommends that the Planning Commission approve Use Permit, U-2009-07, Architectural and Site Approval, ASA-2009-07, and Tentative Parcel Map, TM-2009-05, in accordance with the model resolutions. Project Data: General Plan Designation: Zoning Designation: Net Lot Area: Acreage (Net): Subdivision Proposed: Building SF: New Two-story Building: New Granny Units: FAR: Building Height: Total Parking Proposed: Total Parking Required: Project Consistency with: General Plan: Zoning: Environmental Assessment: Residential (4.4 -12) P (Res) 12,480 square feet .29 acres Two (2) - 6,240 square foot parcels 2,317 square feet 640 square feet 47% ±25 feet 10 inches 4 spaces 4 spaces Yes Yes Categorically Exempt per Sections 15303, Class 3 (New Construction or Conversion of Small Structures), and 15315, Minor Land Divisions, of CEQA U-2009-07, ASA-2009-07 & TM-2009-05 Terry Brown (D&B Legacy, LLC) January 26, 2010 10216 Pasadena Ave Page 2 BACKGROUND: Site Locatio~z The project site is currently developed with a single family home. The site is located on the east side of Pasadena Avenue, north of Olive Avenue, and is surrounded by other apartments on the north and the west, single-family residences and a duplex to the south, and light industrial uses to the east (see Figure 1: Aerial). Figure 1: Aerial DISCUSSION: Project Descriptio~z The key highlights of the project are summarized as follows: • Subdivision of the site into two side-by-side street fronting parcels, each approximately 6,250 s.f. • Construction of o Two new 2,317 s.f .two story single f amily homes. o Two new detached granny units 640 s.f. each. • Parking is provided as required by the Parking Ordinance - 2 garage spaces and 2 driveway spaces. General Plan Conformance and Development Allocation The General Plan maximum allowable dwelling unit yield for this site is 4.36 units (Uased on gross acreage). The applicant is proposing two single family homes with detached second dwelling units consistent with the General Plan density allowance. U-2009-07, ASA-2009-07 & T'M-2009-05 Terry Brown (D&B Legacy, LLC) January 26, 2010 10216 Pasadena Ave Page 3 Second dwelling units do not affect the development allocation and, therefore, the project will draw only one unit from the Monta Vista development allocation leaving a balance of seventy nine units. The two second dwelling units may function as affordable housing units if rented to low income families. The inclusion of these units helps the City potentially achieve the affordability goals in the Housing Element. Subdivision pattern The applicant is proposing that the property be subdivided to have two side by side lots even though this presents design challenges due to the narrower width of the lots. The General Plan discourages flag lots especially in areas where this is not the common lot pattern. Flag lots are insulated from the neighborhood and allow little scope for interaction between neighbors and the street. There is only one flag lot within 300 feet of this property and the applicant has taken this into consideration when designing the subdivision. Architectural ~ Site Design The homes have been designed in a Craftsman style with a substantial porch fronting the street, shingles and siding material, gabled roofs, wide eave overhangs, exposed roof rafters, decorative corbels/braces under gables, and grouped windows. The garages have also been setback further from the street in order to minimize their appearance. All these features make the design of the homes pedestrian friendly and aesthetically pleasing. The detached second units, located at the rear of the property, have also been designed in a Craftsman style with similar elements mentioned above. They have been designed to provide a small private patio area at the rear of these buildings. The applicant has indicated that the project will be built to the green building standards of Build It Green. Landscape Plan The applicant has prepared a preliminary landscape plan. However, staff will require minor changes to the plans to ensure that adequate privacy planting from the second story windows of the homes proposed to the properties to the north and the south is provided. A condition has been added that requires the final landscaping plan be reviewed and approved by the Director of Community Development prior to issuance of any building permits. Environmental Assessment This project is categorically exempt from Environmental Review pursuant to Sections 15303, Class 3 ((New Construction or Conversion of Small Structures), and 15315, Minor Land Divisions, of CEQA. CONCLUSION: Staff supports the project because it is consistent with the General Plan policies and density requirements, and the zoning. The proposed subdivision pattern, and the use of U-2009-07 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6578 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A USE PERMIT TO ALLOW THE CONSTRUCTION OF TWO 2,317 SQUARE FEET SINGLE FAMILY HOMES ON SEPARATE LOTS EACH WITH A 640 SQUARE FOOT DETACHED SECOND DWELLING UNIT AT THE REAR OF THE PROPERTY. SECTION I: FINDINGS WHEREAS, the Planning Commission of the City of Cupertino received an application for a Use Permit, 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; and 2) The proposed use will be located and conducted in a mariner in accordance with the Cupertino Comprehensive General Plan and the purpose of the Conditional Use Permits Chapter of the Cupertino Municipal Code. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the application for a Use Permit 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. U-2009-07 as set forth in the Minutes of the Planning Commission Meeting of January 26, 2010, and are incorporated by reference as though fully set forth herein. SECTION II: PROTECT DESCRIPTION Application No.: U-2009-07 Applicant: Terry Brown on behalf of D&B Legacy, LLC Location: 10216 Pasadena Ave (APN: 357-18-021) Resolution No. 6578 U-2009-07 January 26, 2010 Page 2 SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS The approval is based on Exhibits prepared by: a. Bruno Marcelic, Architect AIA, dated October 30, 2009 and titled "10216 Pasadena Avenue Homes, 10216 Pasadena Avenue, Cupertino, CA 95014" consisting of 13 pages numbered, "A-1.0 - A-3.0"; "A-3.1-A-3.5"; "A-4.0-A-4.3"; "A-5.0"; b. LC Engineering, dated December 18, 2009 and titled "Grading and Drainage Plan for Lands of Adzich, 10216 Pasadena Avenue, APN 357-18-021, Cupertino, California," consisting of 6 pages numbered "1 of 6 - 6 of 6"; and c. Reed Associates Landscape Architecture, dated December 10, 2009 and titled "Landscape Planting Plari' consisting of 1 page number numbered "L1"; and submitted by the applicant, except as may be amended by the Conditions contained in this Resolution. 2. DEVELOPMENT APPROVAL Approval is granted to construct two new 2,317 square foot single family homes on separate lots each with a 640 square foot detached second dwelling unit. 3. DEVELOPMENT ALLOCATION The applicant shall receive an allocation of 1 unit of the residential allocation for the Monta Vista Area. 4. BELOW MARKET RATE HOUSING PROGRAM The applicant shall participate in the City's Below Market Rate (BMR) Housing Program by paying the Housing Mitigation Fees for the amount determined by the Housing Mitigation Manual. 5. SETBACKS The setbacks for the homes will be consistent with those identified in the Grading, Drainage and Erosion Control Plan numbered Page 2 of 6. 6. FRONT YARD TREE The applicant shall plant a 24" tree in the front setback area instead of the 15 gallon tree indicated on the landscaping planting plan on page L1.0. 7. CONSTRUCTION MANAGEMENT PLAN A construction management plan shall be prepared by the applicant and approved by staff prior to issuance of building permits. Staging of construction equipment shall not occur within 20 feet of residential property. 8. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatments and/or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The final building exterior plan shall closely resemble the details shown on the original approved Resolution No. 6578 U-2009-07 January 26, 2010 Page 3 plans. Any substantial exterior changes shall require a minor modification approval with neighborhood notification as determined by the Director of Community Development. 9. 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 as determined by the City. 10. PROJECT AMENDMENTS The Planning Commission shall review amendments to the project considered major by the Director of Community Development. 11. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. SECTION IV -CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 8. STREET WIDENING Street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 9. 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. 10. 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. 11. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 12. 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 Resolution No. 6578 U-2009-07 January 26, 2010 Page 4 required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. 13. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Pre- and post- development calculations must be provided to indicate whether additional storm water control measures are to be installed. 14. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 15. 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. 16. 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: b. Grading Permit: c. Development Maintenance Deposit: d. Storm Drainage Fee: Per Acreage e. Power Cost: f. Map Checking Fees: g. Park Fees: h. Street Tree $ 5% of Off-Site Improvement Cost or $2,468.00 minimum $ 6% of Site Improvement Cost or $2,217.00 minimum $ 2,000.00 ** $3,765.00 Per ordinance By Developer ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: a. Faithful Performance Bond: 100% of Off-site and On-site Improvements b. Labor & Material Bond: 100% of Off-site and On-site Improvement c. 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. Resolution No. 6578 U-2009-07 January 26, 2010 Page 5 _ 17. 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. 18. 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. 19. NPDES CONSTRUCTION GENERAL PERMIT The applicant 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. 20. STORMWATER REQUIREMENTS The applicant must include the use and maintenance of site design, source control and storm water treatment BMP's, which must be designed per approved numeric sizing criteria. 21. DEDICATION OF WATERLINES The applicant shall dedicate to the City all waterlines and appurtenances installed to City Standards and shall reach an agreement with San Jose Water for water service to the subject development. 22. 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. 23. TRAFFIC CONTROL PLAN The developer must submit a traffic control plan by a Registered Traffic Engineer to be approved by the City. The plan shall include a temporary traffic control plan for work in the right of way as well as a routing plan for all vehicles used during construction. All traffic control signs must be reviewed and approved by the City prior to commencement of work. The City has adopted Manual on Uniform Traffic Control Devices (MUTCD) standards for all signage and striping work throughout the City. 24. 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. Resolution No. 6578 U-2009-07 January 26, 2010 Page 6 25. TRASH ENCLOSURES The trash enclosure plan must be designed to the satisfaction of the Environmental Programs Manager. 26. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 27. STREET TREES Street trees shall be planted within the Public Right of Way and shall be of a type approved by the City in accordance with Ordinance No. 125. 28. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 29. 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. 30. 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. 31. WORK SCHEDULE A work schedule shall be provided to the City to show the timetable necessary for completion of on and off site improvements. PASSED AND ADOPTED this 26th day of January 2010, at a Regular Meeting of the Planning Commission of the City of Cupertino, State of California, by the following roll call vote: AYES: COMMISSIONERS: Chairperson Brophy, Vice Chair Lee, Kaneda, Miller NOES: COMMISSIONERS: Giefer ABSTAIN: COMMISSIONERS: none ABSENT: COMMISSIONERS: none ATTEST: APPROVED: / s / Aarti Shrivastava Aarti Shrivastava Director of Community Development / s /Paul Brophy Paul Brophy, Chair Planning Commission G: ~ Planning ~ PDREPORT ~ RES ~ 2009 ~ U-2009-07 res.doc ASA-2009-07 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6579 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING AN ARCHITECTURAL AND SITE REVIEW FOR TWO NEW 2,317 SQUARE FOOT SINGLE FAMILY RESIDENTIAL UNITS ON SEPARATE LOTS EACH WITH A 640 SQUARE FOOT DETACHED SECOND DWELLING UNIT AT 10216 PASADENA AVE SECTION I: FINDINGS 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; 2. The proposal is consistent with the purposes of this chapter, the General Plan, and zoning ordinance; 3. The proposal will use materials and design elements such as horizontal siding, composition roof and simplified building forms that compliment the existing and neighboring structures; NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the design review application 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 ASA-2009-07 set forth in the Minutes of the Planning Commission meeting of January 26, 2010, and are incorporated by reference as though fully set forth herein. SECTION II: PROTECT DESCRIPTION Application No.: ASA-2009-07 Applicant: Terry Brown on behalf of D & B Legacy, LLC Location: 10216 Pasadena Ave (APN: 357-18-021) Resolution No. 6579 ASA-2009-07 January 26, 2010 Page 2 SECTION III. CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED PROTECT The approval is based on Exhibits prepared by: a. Bruno Marcelic, Architect AIA, dated October 30, 2009 and titled "10216 Pasadena Avenue Homes, 10216 Pasadena Avenue, Cupertino, CA 95014" consisting of 13 pages numbered, "A-1.0 - A-3.0"; "A-3.1-A-3.5"; "A-4.0-A-4.3"; "A-5.0"; b. LC Engineering, dated December 18, 2009 and titled "Grading and Drainage Plan for Lands of Adzich,10216 Pasadena Avenue, APN 357-18-021, Cupertino, California;' consisting of 6 pages numbered "1 of 6 - 6 of 6"; and c. Reed Associates Landscape Architecture, dated December 10, 2009 and titled "Landscape Planting Plari' consisting of 1 page number numbered "L1"; and submitted by the applicant, except as may be amended by the Conditions contained i n this Resolution. 2. SETBACKS The setbacks for the homes will be consistent with those identified in the Grading, Drainage and Erosion Control Plan numbered Page 2 of 6. 3. FRONT YARD TREE The applicant shall plant a 24" tree in the front setback area instead of the 15 gallon tree indicated on the landscaping planting plan on page L1.0. 4. CONSTRUCTION MANAGEMENT PLAN A construction management plan shall be prepared by the applicant and approved by staff prior to issuance of building permits. Staging of construction equipment shall not occur within 20 feet of residential property. 5. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatment plan (including but not limited to details on exterior color, material, architectural treatments and/ or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The final building exterior plan shall closely resemble the details shown on the original approved plans. Any substantial exterior changes shall require a minor modification approval with neighborhood notification as determined by the Director of Community Development. 6. 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 as required by the City. 7. PROTECT AMENDMENTS The Planning Commission shall review amendments to the project considered major by the Director of Community Development. Resolution No. 6579 ASA-2009-07 January 26, 2010 Page 3 8. 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. PASSED AND ADOPTED this 26th day of January 2010, at a Regular Meeting of the Planning Commission of the City of Cupertino, State of California, by the following roll call vote: AYES: COMMISSIONERS: Chairperson Brophy, Vice Chair Lee, Kaneda, Miller NOES: COMMISSIONERS: Giefer ABSTAIN: COMMISSIONERS: none ABSENT: COMMISSIONERS: none ATTEST: APPROVED: / s / Aarti Shrivastava Aarti Shrivastava Director of Community Development / s /Paul Brophy Paul Brophy, Chair Planning Commission G: ~ Planning ~ PDREPORT ~ RES ~ 2009 ~ ASA-2009-07.doc TM-2009-05 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6580 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A TENTATIVE MAP TO CREATE TWO PARCELS, 6,240 SQUARE FEET EACH, AT 10216 PASADENA AVE SECTION I: FINDINGS WHEREAS, the Planning Commission of the City of Cupertino received an application for a Tentative Parcel Map, 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) That the proposed subdivision map is consistent with the City of Cupertino General Plan. 2) That the design and improvements of the proposed subdivision are consistent with the General Plan. 3) That the site is physically suitable for the type and intensity of development contemplated under the approved subdivision. 4) That the design of the subdivision or the proposed improvements are not likely to cause substantial environmental damage nor substantially and unavoidable injure fish and wildlife or their habitat. 5) That the design of the subdivision or the type of improvements associated there with is not likely to cause serious public health problems. 6) That the design of the subdivision and its associated improvements will not conflict with easements acquired by the public at large for access through or use of property within the proposed subdivision. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the application for Tentative Parcel Map 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. TM-2007-11 as set forth in the Minutes of the Planning Commission Meeting of November 13, 2007, and are incorporated by reference as though fully set forth herein. Resolution No. 6580 TM-2009-05 January 26, 2010 Page 2 SECTION II: PROTECT DESCRIPTION Application No.: TM-2009-05 Applicant: Terry Brown (D&B Legacy, LLC) Location: 10216 Pasadena Ave (APN: 357-18-021) SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is based on Exhibits prepare by LC Engineering titled "Tentative Map, Lands of Adzich, 10216 Pasadena Ave., A.P.N. 357-18-021", except as amended by the Conditions contained in this Resolution. 2. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90- day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 3. STREET WIDENING Street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 4. 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. 5. 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. 6. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 7. 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 Resolution No. 6580 TM-2009-05 January 26, 2010 Page 3 maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. 8. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Pre- and post- developmentcalculations must be provided to indicate whether additional storm water control measures are to be installed. 9. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 10. 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. 11. 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: b. Grading Permit: c. Development Maintenance Deposit: d. Storm Drainage Fee: Per Acreage e. Power Cost: f. Map Checking Fees: g. Park Fees: h. Street Tree $ 5% of Off-Site Improvement Cost or $2,468.00 minimum $ 6 % of Site Improvement Cost or $2,217.00 minimum $ 2,000.00 ** $3,765.00 Per ordinance By Developer ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: a. Faithful Performance Bond: 100% of Off-site and On-site Improvements b. Labor & Material Bond: 100 % of Off-site and On-site Improvement c. 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. Resolution No. 6580 TM-2009-05 January 26, 2010 Page 4 12. 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. 13. 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. 14. NPDES CONSTRUCTION GENERAL PERMIT The applicant 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. 15. STORMWATER REQUIREMENTS The applicant must include the use and maintenance of site design, source control and storm water treatment BMPs, which must be designed per approved numeric sizing criteria. 16. DEDICATION OF WATERLINES The applicant shall dedicate to the City all waterlines and appurtenances installed to City Standards and shall reach an agreement with San Jose Water for water service to the subject development. 17. 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. 18. TRAFFIC CONTROL PLAN The developer must submit a traffic control plan by a Registered Traffic Engineer to be approved by the City. The plan shall include a temporary traffic control plan for work in the right of way as well as a routing plan for all vehicles used during construction. All traffic control signs must be reviewed and approved by the City prior to commencement of work. The City has adopted Manual on Uniform Traffic Control Devices (MUTCD) standards for all signage and striping work throughout the City. 19. 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. Resolution No. 6580 TM-2009-05 January 26, 2010 Page 5 _ 20. TRASH ENCLOSURES The trash enclosure plan must be designed to the satisfaction of the Environmental Programs Manager. 21. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 22. STREET TREES Street trees shall be planted within the Public Right of Way and shall be of a type approved by the City in accordance with Ordinance No. 125. 23. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 24. SANTA CLARA COUNTY FIRE DEPARTMENT A letter of clearance for the project shall be obtained from the Santa Clara County Fire Department prior to issuance of building permits. 25. 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. 26. WORK SCHEDULE A work schedule shall be provided to the City to show the timetable necessary for completion of on and off site improvements. CITY ENGINEER'S CERTIFICATE OF ACCEPTANCE OF ENGINEERING/SURVEYING CONDITIONS (Section 66474.18 of the California Government Code) I hereby certify that the engineering and surveying conditions specified in Section IV. Of this resolution conform to generally accepted engineering practices / s /Ralph Qualls Ralph Qualls, Director of Public Works City Engineer CA License 22046 DESCRIPTION TO BE CONST. EXISTING PROPERTY l/iE CENTERLINE --- ----.- CURB AND GUTTER -.......- ................._ CONCRETE CONC CONC POMER POLE -~ -8- PCkE BOX ^ (_] WATER METER SANITARY STNER - SS - ^- $S -- WA1ER L1NE - W - W --- ~1-, IAEE . ~ ~ r , ,~~~ Z. Silt AUVNtSS: 1UZ16 PASAUtNA AVtNUt 11. SL'NLM. LUYLN IINU SANIIAHT UISINI{;I 1 CUPERTINO, CA 15. GAS R ELECTRIC: PGA{ LOAIITA AVE 3. SITE AREA; 10.187 AC 16. 1ELEPHONE: SBC LOMITA AVE t 1. ZONING: PLANNED RESIDENTIAL 4.4-12 DU/ACRE 17. CABLE TY. COMCAST t ~ < ~ < ~ N 5. EXISTING USE: RESIDENTIAL W ~ W W i w 18. HELLS NONE m PROPOSED USE: RESIDENTIAL ~ g ~ Z ~ 6. ALL E>aSTNC euILIXNGS, STRUCURES, PAVED 19. IF EIDSTINC WATER METER IS NOT BEING USED AREAS AND UTILITIES SHALL BE REMOVED Z ALMADEN AVE ~ < a P _ A OJECT SITE t . IT SHALL BE REMOVED AND CAPPED OLIV E AVE 7. ALL DIMENSIONS AND PROPOSED GRADING ARE PRELIMINARY AND SUBJECT TO FiNAI DESIGN AT MAIN ~ a d MINIMUM LOT SIZE: NONE 0. Z0. IF EXISIINC INLETS IS NOT BEING USED STREET TREES SHALL ~ PROV A R t T n 9 E SAN FERNANDO AVE IDED H a , . S EIXIH EO BY IT SHALL BE REMOVED AND CAPPED A 10. STREET LIGHTS WILL BE INSTALLED PER THE an OF CUPERTINO 21 THE SIZE MATERIAL AND IOCATNkI OF THE PROPOSED UTIUDES IS ~ ~ ~ F ~ o STANDARDS AND DEDICATED i0 THE an. SUBJECT TO CHANCE HYDRAULIC CALCULATIONS BASED ON DEMANDS N , , , f ~ AND/ oR an sTANDARO GUIDELINES, 4 } m 2Z. ALL STRUCTURES, FENCES AND CONCRETE SHALL BE REMOVED. VICINITY MAP : < ~ < $ o Como NTS N n n W O WY ~ ~ W ~o a o ~ ~ i ~ CONTACTS o N 1. OWNER: DkB LEGACY, LLC ~ RGBERT ADZICH m 2. SUBDINDER: DkB LEGACY LLC ~ " n ZN ROBERT ADZICH . ?~~ 10064 CARMEN ROAD ~ Q CUPERTINO, CA95p14 Cu V ~ T PHONE: (108) 134-4835 Q ~~ ~_~ 2. ENGINEER: LC ENGINEERING ~ (~ v NINH LE, PE z ~) v _ 3w 1118 WASH AVENUE, SUITE 110 SANTA GLARA, CA 95050 N N LL PHONE: (ICIB) 806-7187 FAX (408) 583-1006 Z J ..._ ~ . pbR-~ X00 0 t u q e s`; .. ,..,. e+.,, ~,....~.. ... ~iY,• m J.. ,. .. ~ .. .. 5... _ ~. ,^ ~ ~ e 4:.: t ~ ` Z r U O 1 ~ a eya,.µ.,A , r„~,..llr 4' 'J.s i~rtL. t~: ~~5 ~ Q Q Q 0 U O pp~fESSlgy4~ 0 ~, M• ~ fy ~~ F W (~ ~ No. 47518 p EXP. 11-31-1 ~'f C,V1~ ~~ r f a c~.~~ Z ~ Z o~ ~ Z = W n ~ V APPLICANT: ADZICH ROAD NAME PASADENA AVENUE CITY FILE NO WV ADJ. NIR VVIVUI IIVIVIIVV ADJUSTABLE MAT. MATERIAL A.F S AUTOMATIC FIRE SPRINKLER MAX. MAXIMUM ALUM. ALUMINUM M.B. MACHINE BOLT APPROx APPROXIMATE MECH MECHANICAL ARCH ARCHITECTURAL M.C. MEDICINE CABINET ANOD ANODIZED MET. METAL ASPH ASPHALT MFR. MANUFACTURER AWG AWNING WINDOW M.H. MANHOLE MIN. MINIMUM el BACK OF OR BOTTOM OF MISC. MISCELLANEOUS BD. BOARD MTD MOUNTED B.H.A. C.B. BETTER HEATING AND MULL. MULLION AIRCONDITIONING BUREAU BLDG. BUILDING (N) NEW BLKG BLOCKING N.I.C. NOT IN CONTRACT BM. BEAM NO.I# NUMBER B.O.J. BOTTOM OF JOISTS N.S.F. NET SQUARE FEET BOTT BOTTOM N.T.S. NOT TO SCALE B.U. BUILT-UP 0! OVER C CARPET O.C. ON CENTER CABT CABINET O.F.S. OUTSIDE FACE OF STUD C.B. CATCH BASIN OH. OVERHEAD CEM CEMENT OPNG OPENING CNT CENTER DPP. OPPOSITE C.T. CERAMIC TILE O.D. OVERFLOW DRAIN or OUTSIDE DIAMETER C.I. CAST IRON C.J. CONSTRUCTION JOINT P.A. PUBLIC ADDRESS CLO. CLOSET P.B. PANIC BAR CLR. CLEAR P C. PRE-CAST CLG. CEILING P.D.F. POWDER DRIVEN FASTENER C.M.U. CONCRETE MASONRY UNIT PL PLATE C.O. CLEANOUT PIL PROPERTY LINE COL. COLUMN PLAS PLASTER COMP. COMPOSITION PLAS. LAM. PLASTIC LAMINATE CONC, CONCRETE PLY. PLYWOOD CONN. CONNECTION PNL. PANEL CONST. CONSTRUCTION POL. POLISHED CONT. CONTINUOUS PORC.ENAM. PORCELAIN ENAMEL CONTR. CONITRACTOR PT POINT CSK. COUNTERSUNK P.V.C. POLY VINYL CHLORIDE CSMT. CASEMENT WINDOW PR. PAIR C.W. COLD WATER R. RISERS 0. DRYER R.A. RETURN AIR DB. DOUBLE RAD. RADIUS D.B. DROPPED BEAM R.C.P. REINFORCED CONCRETE PIPE DET. DETAIL RD. ROUND D.F. DOUGLAS FIR R.D. ROOF DRAIN DH DOUBLE HUNG WINDOW REC. RECESSED DIM. DIMENSION REF. REFRIGERATOR DR. DOOR REINF. REINFORCEDIING D.S. DOWNSPOUT RES. RESILIENT D.W. DISH WASHER R.H. ROUND HEAD DWG. DRAWING RM. ROOM DWR. DRAWER R.O. ROUGH OPENING REQ. REQUIRED EA. EACH RhV RIGHT OF WAY E.J. EXPANSION JOINT RWD. REDWOOD ELEC. ELECTRICAL R.W.L. RAIN WATER LEADER ELEV. ELEVATION ENCL. ENCLOSURE S8P SHELF AND POLE E.P.B. ELECTRIC PANEL BOARD SCHED. SCHEDULE EQ. EQUAL S.C. SOUD CORE EXH. EXHAUST S.O. STORM DRAIN EXP. EXPANSION SECT. SECTION EXIST. a (E ) EXISTING S.F. SQUARE F00T1FEET EXT. EXTERIOR SGD. SLIDING GLASS DOOR SGW. SLIDING GLASS WINDOW FBRGL. FIBERGLASS S.H. SINGLE HUNG WINDOW F.D FLOOR DRAIN SHT. SHEET FDN, FOUNDATION SHTHG. SHEATHING F.E. FIRE EXTINGUISHER SHWR. SHOWER F.E.C. FIRE EXTINGUISHER CABINET SHVS. SHELVES F.H. FIRE HYDRANT 0R FLAT HEAD SIM. SIMILAR F.H.C. FIRE HOSE CABINET SK. SINK OR SKETCH F.F. FINISH FLOOR SL. DRS. SLIDING DOORS F.G. FINISH GRADE S.M. SHEET METAL FIN. FL. fINISHFL00R S.M.S. SHEET METAL SCREW FLUOR. FLUORESCENT SPECS. SPECIFICATIONS FLSG. FLASHING SQ. SQUARE F.O. FINISHED OPENING STD. STANDARD F.O.C. FACE OF CONCRETE STL. STEEL F.O.F. FACE OF FINISH STOR. STORAGE F.O.M. FACE OF MASONRY STRUCT. STRUCTURAL F.O.S, FACE OF STUD ST. STL. STAINLESS STEEL FR. DR FRENCH DOOR - - - SUSP: __. -SUSPENDED.. FT. F00T OR FEET SYM. SYMMETRICAL FTG. FOOTING FRP FIBERGLASSREINFORCEOPLASTIC T. TILE FURR. FURRING T.B. TOWEL BAR FXD. FIXED T.C. TOP OF CURB TEL. TELEPHONE GA. GAUGE TEMP. TEMPERED G.D. GARBAGE DISPOSAL THRESH. THRESHOLD GALV. GALVANIZE(D) T 6 G TONGUE AND GROOVE G.I. GALVANIZED IRON T.O.F. TOP OF FOOTING GFI. GROUND FAULT INTERRUPTER T.O. TOP OF GL. GLASS T.O.P. TOP OF PLATE GRD. GROUND OR GRADE T.O.S. TOP OF SLAB G.S.F. GROSS SQUARE FEET TOSF TOP OF SUB FLOOR G.S.M. GALVANIZED SHEET METAL T.P. TOILET PAPER GYP.BD. GYPSUM BOARD TR. TREAD T.W. TOP OF WALL H.C. HOLLOW CORE TYP. TYPICAL H.D. HOLD DOWN HDR. HEADER U.N.O. UNLESS NOTED OTHERWISE HDWD HARDWOOD U.O.N, UNLESS OTHERWISE NOTED HDWR HARDWARE UR. URINAL H.M. HOLLOW METAL HORIZ. HORIZONTAL V. VINYL H.P. HIGH POINT V.C.P. VITREOUS CLAY PIPE HR. HOUR VERT. VERTICAL H.B. HOSE BIBB V.G.D.F, VERTICAL GRAIN DOUGLAS FIR HT. HEIGHT HC. HANDICAP W. WINDOW OR WASHER HTG. HEATING WI WITH HVAC HEATING VENTILATINGANO WAINS, WAINSCOT AIR CONDITIONING W.C. WATERCLDSET H.W. HOT WATER W0. W000 H.W.D. HOT WATER DISPENSER WDW. WINDOW WIO WITHOUT I.D. INSIDE DIAMETER W.P. WORK POINT orWATERPR00F INV. INVERT W.R. WATER RESISTANTaWASTERECEPTACLE INSUL INSULATION W.S. WEATHER STRIPPINGarW00DSCREW INT. INTERIOR W.W.F. WELDED WIRE FABRIC J.B. JUNCTION 80X XO SLIDING WINDOW WITH "X" BEING JST JOIST OPENABLE AND "0" BEING FIXED WHEN JT. JOINT LOOKING FROM THE OUTSIDE XOX SLIDING WINDOW WITH "X" BEING OPENABLE AND "0" BEING FIXED WHEN LOOKING FROM THE OUTSIDE, DIVIDED ROUGLY 1/4.112,114, RESPECTIVELY Q ro N M of tP 0 O N N SYMBbLS X DETAIL NUMBER X X SHEET WHERE DETAIL IS DRAWN. SAME DISCIPLINE U.N.O ~ WINDOW MARK X (SEE WINDOW SCHEDULE) DOOR MARK XXX (SEE DOOR SCHEDULE) X SECTION NUMBER X X SHEET WHERE SECTION IS DRAWN. SAME DISCIPLINE U N.0 ® WALL HVAC REGISTER ® FLOOR HVAC REGISTER X INTERIOR ELEVATION NUMBER x X SHEET WHERE ELEVATION IS DRAWN. SAME DISCIPLINE U.N 0 REVISION NUMBER ,~ (SEE DESCRIPTION BLOCK ON SAME SHEET FOR DATE 8 DESCRIPTION) ~ HOSEBIBB HB ELEVATION ABOVE DATUM POINT NORTH ARROW (THIN LINE INDICATES TRUE NORTH) -~r" GAS OUTLET VALVE A-3.5 FLOOR PLAN 8 ROOF PLAN- SECOND DWELLING UNIT-2 A-4.0 ELEVATIONS-HOUSE-1 A-4.1 ELEVATIONS -SECOND DWELLING UNIT-1 A-4.2 ELEVATIONS-HOUSE-2 A-4.3 ELEVATIONS • SECOND DWELLING UNIT-2 A-50 SECTIONS CIVIL SHEETS 1 TITLE SHEET 2 GRADING. DRAINAGE. AND EROSION CONTROL PLAN 3 BUILDING CROSS SECTIONS 4 CITY STANDARD DETAILS 5 6 EROSION CONTROL DETAILS BEST MANAGEMENT PRACTICES PROJECT DATA SQUARE FOOTAGE DATA; LOT AREA: LOT 1 6.240 S.F. (,143 AC.) LOT 2 6,240 S.F. (,143 AC.) MAIN HOUSE (PER LOT): FIRST FLOOR: 1,021 S.F. SECOND FLOOR. 872 S.F. TOTAL LIVING: 1,893 S.F. GARAGE: 424 S.F. OVERALL TOTAL: 2.117 S.F. 2ND DWELLING (PER LOT): FLOOR AREA: 640 S.F. FLOOR AREA RATIO (FAR) (PER LOT1: 2,317 S.F. + 640 S.F. = 2,957 S.F.16,240 S. F. _ .4T RATIO OF 2ND FLOOR T01ST FLOOR (PER LOTI: 872 S.F.11,445 S.F. _ .60 VICINITY MAP tiKUNU MARCELIC ARCHITECT A,I.A. 365 E. Campbell Ave Campbell, CA 95008-2013 Phone 408!379-6500 Fax 4081379-6110 Project Name: 10216 PASADENA AVENUE HOMES 10216 PASADENA AVENUE CUPERTINO, CA 95014 Sheet Name: TITLE SHEET Project Number 0912 Date 10130109 Drawn By JRB Checked By BM ^ Scale As indicated Q N h to 0 O N N .- - a -05 j i, 1`~~t~'~,' ~ r .~ ., .. , ; s - .. ~ . - . ,,,,,,,.m,,,,.~~~-~ ~>~1a ~E!aty i~sit~3»gf„L't± PROJECT SUMMARY TABLE SITE AREA: LOT 1 8,240 S.F. (.143 AC.) LOT 2 8,240 S.F. (.143 AC.) BUILDING AREA: MAIN HOUSE 2,311 S.F. 2ND DWELLING 4 .F. TOTAL: 2,957 S.F. FLOOR AREA RATIO: 2,95716,240 = .47 NUMBER OF STORIES: 2 HEIGHT: MAIN HOUSE-1= 25'-9" MAIN HOUSE-2 = 25'•10' BUILDING PAD ELEVATION: SEE CIVIL DRAWINGS CURB ELEVATION: SEE CIVIL DRAWINGS PARKING (PER LOT)', IN GARAGE • 2 ON DRIVEWAY - 2 ON STREET 1 - TOTAL-5 EXISTING USE: SINGLE FAMILY RESIDENCE PROPOSED USE: SINGLE FAMILY RESIDENCE WITH SECONDARY DWELLING UNIT 20NING: P (RES 4.4.12) GENERAL PLAN DESIGNATION: 1$ O.U.lAC. PAVING AREA (PER LOT): 1.257 S.F. (20%) LANDSCAPING AREA (PER LOT): 2,898 S.f. (47%) NUMBER OF DWELLING UNITS (PER LOT): (1) 48EDROOM UNIT (1)1•BEDROOM UNIT RECREATION AREA (PER LOT): 1,727 S F (28%) LANDSCAPING `° M ' ' q• - REAR PORCH'.' 2ntl DWELLING UNIT-2 .~.:.~PORCH,.~ ::~ m ~ c 0 0 15'x" 14'-4' S' 4" 35'-0' 1 ~ u u J J u u l~ P I N .. o „ ''.'.'PORCH' ' :' ~ ..~'. PORCFt':~ ~•~. fV 1 LAND. I LAND. I I I 1 ZO'-6" 14'•6" 14'6 20'-8' I 35 " 1 35'-0" I I LOT-2 DRIVEWAY I LAND. LAND. Q ~ ~ DRIVEWAY 1 LOT-1 _ _ J J ' " , . 1s •o ~ 3 16 •0 `° "a (N) SIDEWALK iN (N) PLANTER STRIP CURB, GUTTER, DRIVEWAY. AND SIDEWALK PER CITY 0 b N STANDARDS, TYP. PASADENA AVENUE 1 OV ERALL SITE PLAN _ _ ___. -0.. !8 1 6 FOOT TALL REDWOOD FENCE ALONG PROPERTY LINES, TYP. t3KUNU MARCELIC ARCHITECT A.I.A. 365 E. Campbell Ave Campbell, CA 95008-2013 Phone 4081379-6500 Fax 408! 379-6110 Project Name: 10216 PASADENA AVENUE HOMES 10216 PASADENA AVENUE CUPERTINO, CA 95014 Revisor SchedWe. _. _ .. Revision Revision ReWSion Sheet Name: OVERALL SITE PLAN Project Number 0912 Date 10130!09 Drawn By BM Checked By BM ^ scale As indicated a m 0 a (0 m O 0 N O M O A-4.0 3 BASEMENT FLOOR PLAN - 114" =1'-0" Y ~' i 37'~D° A-4.0 A-50 ~ - --- - 33' 0,. - ~ ---- 4' 0" 29' 0" 1 T-8" „-4. DN o - a DINING l~;tt ~ pa's ~vo ` ! 35'•0" ,,..~ - - ~ +~C~~L te.S!E;i(;l~' A~a.o ,~~ " FIRST FLO PLAN -HOUSE-1 1 114" =1'-0" tSKUlVV MARCELIC ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408!379-6500 Fax 408!379-6110 Project Name: 10216 PASADENA AVENUE HOMES 10216 PASADENA AVENUE CUPERTINO, CA 95014 Sheet Name: FIRST FLOOR PLAN & BASEMENT PLAN, HOUSE-1 Project Number 0912 Daie 10!30109 Drawn BY JRB Checked By BM ^ Scale 1!4" = 1'-0" A-0.0 3 ~I d~ o~ 0 m. N N O 0 N I I 1 I I I I I I I I I I I I 1 4 A-0.0 i 1 i I 1 1 I i I i 1 i .,. ~ ~ ~ '} ~ " ~ V • L~~~r V 1 ',i~ ~~~ b~cr~ib~~:~r~9 rl .,, ~: ~#' ~~ 1 E1 1 C~sc ~9,Eita~rr` I 1 4 A-0.0 Di~V1VV MARCELIC ARCHITECT A.LA. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/ 379-6500 Fax 408/379-6110 Project Name; 10216 PASADENA AVENUE HOMES 10216 PASADENA AVENUE CUPERTINO, CA 95014 Revisim Schedule Reoisbn Revis'axi Revisbn Nunber DesdiWbn Dde Sheet Name: SECOND FLOOR PLAN & ROOF PLAN--HOUSE-1 Project Number 0912 Date 1-7-10 Drawn BY JRB Checked By gM ^ Scale 1/4" = 1'-0" 2 ROOF PLAN -HOUSE-1 1 ,SECOND FLOORPLAN -HOUSE-1 114 -1-0 114 -1.0 00 -0 'mod -4 ~ • oo -o . .,,;~ i o + i A-4.1 3 A•4.1 2 4 A-4.1 tiKUNU MARCELIC ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 4081379-6500 Fax 4081379-6110 Project Name: ', i 10216 PASADENA AVENUE HOMES 10216 PASADENA AVENUE CUPERTINO, CA 95014 Revision Schedule Revision Revision Revison Number Desaiofion Dale a m M f0 O 0 0 N O n~ O 2 ROOF PLAN - 2ND DWELLING UNIT-1 114" =1'-0" 1 FLOOR PLAN - 2ND DWELLING UNIT-1 114" =1'-0" Sheet Name: FLOOR PLAN & ROOF PLAN - 2ND DWELLING UNIT-1 Project Number 0912 Date 10130109 Drawn By JRB Checked By gM ^ Scale 114" =1'-0" a 0 0 v M N O o' NI ~ I 1 1 I I I - - --- I / ~ -- ~ ~ i ~ i i I I I I I ~ - -- ------- -- ---- ---------~ I I I I I I ~I I I I I I I I I I I I I I I I I I -- -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~__ _____~ I I I I I I I I I I I I I I ~ I A-0.2 3 I 5 U N.OP I I A-0 2 3 I r- I I I I I I I I I I I ~- - - ~ o -r--- I I I I 1 I I I I I } I I L- I I I I I I I I I I I I I I ..__ I I I i I I I I y I I I I I I I I I I I I I I I I I i I I I i I I I ' I If I I ~I I I I I I I I I I I I I I i I I I I ~------~ I I I I I I I I ~ ~ _ ~ _ I _ __ l ._ _ I _ I l I I I L--_- ----J L-___ ----J 1 I F y F ~ I 1 I --- - I I I I ------------------J I I I I I I _ ~ tl I 1 ~ 7! ~a T'! s^ " i 4 pg ' ~ ~ a i'i.+ ~' iy +a D I ~ Y;tia[ai r @ v 1 ~ ,'i 4 p -n . T , t I ~ .~~~t:5raf~5~ ~~:!o~~a~AfµJ'~h,i (9 "~ ry 0 I 1 ' K.} a ~d*d ~Ix I A-02 1 I FRONT PROPERTY LINE 2 ROOF PLAN -HOUSE-2 _ _ _ ~~ SECOND FLOOR PLAN -HOUSE-2 %114 =1'-0" 4 A-0.2 ISICVIVV MARCELIC ARCHITECT A.f.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/ 379-6500 Fax 408/ 379-6110 Project Name: 10216 PASADENA AVENUE HOMES 10216 PASADENA AVENUE CUPERTINO, CA 95014 ReNsion Schedule Revisbn Revisi:n Recision N~xrber DesaiDtiai Date Sheet Name: SECOND FLOOR PLAN & ROOF PLAN--HOUSE-2 Project Number 0912 Date 1-7-10 Drawn By JRB Checked By gM ^ Scale 1l4" = 1'-0" ~~ ' 0 r O .. x gtr,'tZ €","j ,~ g; :Ail: y;`~, 8 ;:r,~?..> N! ~ ., ~, "~ ,,., °w¢,~l"~6 r ~ ~'~»..,. ~ " ' ' e_ E SBti!? -~ ° R s ~ vl~.i.~:7.e4'v fVd3C ~ ~3psl~;CC A-4.3 3 35'-0" PRIVATE YARD BEDROOM a tSK U 1V V MARCELIC ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/379-6500 Fax 4081379-6110 Project Name: 10216 PASADENA AVENUE HOMES 10216 PASADENA AVENUE CUPERTINO, CA 95014 a N n 0 m 0 0 N O M O ROOF PLAN - 2ND DWELLING UNIT-2 114" =1'-0" 4 .. N :'• FRONT PORCH: ; .`• ; ' ~: ,:.; :. ' B .. C ~ ~ 15'-4" =LOOR PLAN - 2ND DWELLING UNIT 114" =1'-0" 35'-D" 1 A-4.3 14'-4' __ _ RDvisiai Sheet Name: FLOOR PLAN & ROOF PLAN - 2ND DWELLING UNIT-2 Project Number 0912 Date 10130109 Drawn By FRB Checked By BM ^ scale 114" =1'-0" I ~/ I I E I I la , I° I' I I I I i-I 11-~ I !~_~ I I-I I i-I ! I-I I I- 1 FRONT ELEVATION -HOUSE-1 -- HIGH-DEFINITION COMPOSITION SHINGLE ROOFING MATERIAL -WOOD CORBELS AND EXPOSED RAFTERS, TIP. - --- -- R~ 19' 0 FIBRE-CEMENT SHINGLE SIDING MATERIAL VINYL WINDOWS, TYP ~T- FIBRE-CEMENTW'IND0IV TRIM, ` ~ TYPICAL ~\ Second Floor /~ - ~ - - $ ` ~ 10 0" `! ~ _ _ 1 First Floor /~ I 0 I i-'i ~- -~ I-I i=1 i- -' '` -~ I I-1,1=i ' I-I i 1=-~ ~ 1=1 I L-1 11=1 ! I-1 Ll\V1 \V MARCELIC ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408!379-6500 Fax 4081379-6110 Project Name: 10216 PASADENA AVENUE HOMES 10216 PASADENA AVENUE CUPERTINO, CA 95014 a r v N O 0 N 4 RIGHT SIDE ELEVATION - -_ 114 1 0 REAR ELEVATION -HOUSE-1 114" =1'-0" Roof -~ 9 0 Floor _~ 0' 0 _Floor 0 Revision Schedule Revision Rsosbn Re+isbn Nunber Desaiplion Dde Sheet Name: ELEVATIONS HOUSE-1 Project Number 0912 Date 1-7-10 Drawn By JRB Checked By BM e~ ^ Scale 114" = 1'-0" rsxuiv~ MARCELIC ARCHITECT A.I.A. FRONT ELEVATION -SECOND DWELLING UNIT-1 114" = 1'-0" - - T.O.-P,; ~ - - 7 4 a r v 0 m rn 0 0 N O M O T.O.__ /l 7 4 V Floor -8 REAR ELEVATION -SECOND DWELLING 3 UNIT-1 114" =1'-0" • ~' 00 ~ S e~ i , j+,, rs ~'~i • ~ d /~ ~ ~~ t' i ~~ ~ ~ i .. i ~U.. .. N,• M t~..l" - .F} ~1. t. • ~l .yr~aM. ~tbli ~~~~:^ ,,~.^~ J E+'~~F~e,rY6s4. ^~~ ~S3t!!6~ ~iC RIGHT SIDE ELEVATION -SECOND DWELLING UNIT-1 114" =1'-0" LEFT SIDE ELEVATION -SECOND DWELLING UNIT-1 114" =1'-0" T.O._ __P. ~ 7 4 Floo~ -8 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 4081379-6500 Fax 4081379-6110 Project Name: 10216 PASADENA AVENUE HOMES 10216 PASADENA AVENUE CUPERTINO, CA 95014 _.._ _ _ ~e~s~ Date Sheet Name: ELEVATIONS DWELLING-1 Project Number 0912 Date 10130109 Drawn By JRB Checked By BM ^ Scale 114" =1'-0" _ _ Floo~ - -8 ~f /~; Df n ~~ or n 0 l/ FRONT ELEVATION -HOUSE-2 DEFINITION POSITION SHINGLE ~ING MATERIAL D CORBELS AND )SED RAFTERS, TYF Roof ~' 19'-0" .WINDOWS, TYP =-CEMENT ~OYJ TRIM, T1P ~RIZONTAL CEMENT IG MATERIAL ~econd Flood 10 0 ' HGRIZGNTAL IBRE•CEMENT dDING MATERIAL AINTED, INSULATED, 1ETAL ROLL•UP tARAGE DOOR ;ULTURED STONE First Flood 0 MARCELIC ARCHI"f~C'f A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 4081379-6500 Fax 4081379-6110 Project Name: 10216 PASADENA AVENUE HOMES 10216 PASADENA AVENUE CUPERTINO, CA 95014 a v a N .- 0 0 N oof OOf " V 0 loor 0 4 RIGHT SIDE ELEVATION -HOUSE-2 x>f " V 0 ~o~ 0 2 REAR ELEVATION -HOUSE-2 114" =1'-0" Rension Schedule Revisgn Revision Revision Sheet Name: ELEVATIONS HOUSE-2 Project Number 0912 Date 1-7-10 Drawn By ~Rg Checked By gM ^ Scale U4i' =1'-0" tStCU 1V U MARCELIC ARCHITECT A.I.A. REAR ELEVATION -SECOND DWELLING UNIT-2 114" =1'-0" T.O.P. n 7 4 ~ Flood 8 •.c r -" - IoQ~ ~ - D 5 `Y~: ~, ,-: J .. ~~. pp . •.. 9' i~ ~ 4 ~,-.~ +6g Y~ 6 0.d D ^~i",''k16 liN~~9if .i< ~5s.~r.3,e, t.s~S%Ir~,::kdwei4ldii / ~~~ 71'~I~ ~ ~,.,~..~ C~~,: f~~r!eia~!ct FRONT ELEVATION -SECOND DWELLING UNIT-2 114" =1'-0" i.O.P. /~ 7 4 ~ Flood 8 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408!379-6500 Fax 4081379-6110 Project Name: 10216 PASADENA AVENUE HOMES 10216 PASADENA AVENUE CUPERTINO, CA 95014 _. ._ Rgvi~iog5cltpduk . Revision Revisbn Revision Number Desaiplbn Date a a 0 io m 0 0 0 M 0 RIGHT SIDE ELEVATION -SECOND DWELLING UNIT-2 114" =1'-0" ).P. /l q IooN 8 T_O.P. n 7 4 Floo~ -8 LEFT SIDE ELEVATION -SECOND 2 DWELLING UNIT-2 114" =1'-0" Sheet Name: ELEVATIONS DWELLING-2 Project Number 0912 Date 10130!09 Drawn By ,jRg Checked By gM e. ^ Scale 114" =1'-0" a a m a N 0 0 ~I~ I~HLV. MCIHt hlUl~t _ __ ~ FLASHING ~ ~~\~. Ix4 TRIM, SEF " ` I~ -- ELEVATIONS i; ~ ~ - 2x10 RAKE. SEF ELEVATIONS ~ `- 2x4 OUTRIGGERS SEE PLANS C 48" O.C HORIZONTAL SIDING o1 ,~ti,~ ',:~.~', '*'` BUILDING PAPER, SEE ~;.n~', ELEVATIONS ~ ' - - k:.,r - PLYtN000 SHEATHING ~sruos~~!s°oc - ~y f 7 ~ TYPICAL RAKE DETAIL ___ i l I l n r _ _ _ - -- - 3 1 1/2" =1'-0" I i Ili 1 ~ +~ --_ - ; ;-- :_-I I -I I_-1 . - ..III _ - , 1 __. ! :_ I L.... -1 I I-1 I I--1 ! i-1 i -I I- ; = i ,- I _ MECHANICA .I 1..- I ~I--._.-i ! I_.... i L....... . ~- ,- I_ ~ L` , STORAGE -1 l i-1 I I----I ~ ...,..I I :~ =1 I I-1 I'I~-1 i- I C I" 1-1I I_-1 i'~-I I1--=1 - I'I i I-...~ II-= I ~'.. .. ~ . n "~ - - - !I--Ili-.I,, .I!I-- I;,-'!'-II;' -I --- ; -- -I I1-1' Il-i I L_I I I-_~; L._i; I-_I I r-l i I_-~ 9 ° ~ M m t MAIN HOUSE SECTION 1 114" =1'-0" 6" 6" m 31lT 4 CORBEL DETAILS ---~ r ~ ~ D I e Z~ y ~ ~~±1~ ~ ~ + O r x`49 t s,. s (~'r^~~..eaa'; ~ k.u'~mym~L~~s~', II ~~ >~trit~ Co~~ E49t naLcr ~ e ~ _ _ T.O.P. ~ 7 4 1 I \~ \~ R ' '~ '~ LAU. HALL CL. BED OOM KITCHEN - LJ ~ - ~ ° I r- PROPERLY ® ;~ I LINE ' ~ 3'-0" I ~~ 1 I Floor n "' -8 " - - I . _! I. ,. ; ,.... ! ; -I ;_I-1 ! ' ; i- i-1 ' -I : I-~ i ! i_ i -I ~~ -1 ' -i I I i - _i i _~ i - i I I,! _' : I_-1 I I_ I ~___I I _I I L __I II I-~ ! I III-I L _; i I-- , I_-1 I-I i I-I I _! I_ I I__. I_-! I I- 2ND DWELLING SECTION 2 MAIN H ' - 114" -1'-0" 1l4 1 ... _ _ __~i_ f-1 I .- _' i i, _I (I-- _. I ' '- i I i- ; -~ '...._ I ; I I I I , -' _II -=ili- III ..:I:II ;~I---,;I --Ili-- ' ~- I j--~ i I,---I ~ '- ---!I- ~-~'~I;- _ 19'l- 0" ~.~ _ Second Floor nn -_ ~1 10' 0 _ First Floor n 0 lil I!I- -! I i-' 11= I1=1 I L_=1 -i I I=111= III-1 i I-1 -_I I i-_I 1 I- ! I- B nt - aseme I~ t I- - -V' -10'-0" i l i l i I- I L_I , I--1 ill-III: NOTE: THESE SECTIDNS APPLY TO STRUCTURES ON BOTH LOi•1 AND LOT-2 _ _ -Roof ~~ ~ 19 0 Y Second Floor - - -, ° t1 10 0 First Floor - - - -~ 0 -I-ii- !=I I _I _I I L_I;1_. STAIRWAY :-, ;-, !_ IL_.: ,_! _, ; _ I _. !- -1,I -- .y _I , _ II; - - . ! -Basement ~ - - i I- - i -; I-i 1-iii -i~ i i-; i i ''I, -10' - 0 -- -" - I --~' I I I __" I ' ' I i -- -, -1, _I I__ L, I I-1 I_ I. I; L-1 I I-_ . __ _ ; '- I .- ~- - - l I I -. =1 i -1 i-' . -1I III I I _!:L._,:~ tSKU1V V MARCELIC ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/ 379-6500 Fax 408! 379-6110 Project Name: 10216 PASADENA AVENUE HOMES 10216 PASADENA AVENUE CUPERTINO, CA 95014 ReNsim Schedule Revision Revisbn Revisbn Pklnbef DeeCllp<IQt Dale Sheet Name: SECTIONS & DETAILS Project Number 0912 Date 1-7-10 ~a~ By JRB Checked By gM ^ scale As indicated 2. All under and utilities shall be installed and adequately 9r r .,._-_.?n}1:4:a?~w,!i'.e~."' backfllled before placement of the base material and surface structures. If utllitlee pro to be Installed wbsaquenily, o written notification from the affected utility company Indicating ib commitment to bee a tunnel shall ba din with th f I_ O ~,,"? ~ p ~~ ~ e ore cee Inei be submitted to the CRy Enq pro q wok. Underground utllitlee, except etortn and sanitary newer, ; ~ # ~e~ ~.s yw ,. a ~ ~ r ', , ~ . .......-w=+~--~'°"""` wN not be permltGd In pavement sea, with the exception of ~1e1t street crossings, otherwise apeciflcally approved and authorized by the Clty Enginex. i x 3, The eontraeta shall haw all of the utllitlee underground rotect located t with the nfli th t , p may co c a mains, and aervlcea in the field. The Controcta shall contact underground Service ~ Alert (USA) Tarty-eight (48) hours m advents of any work, for ~` F rn 9 n . Mce "+.." ' ' locallon of the underground tacllltles, at (800) 642-2444. r ~y),~jy;~I;, Ji ~,r 4. All trench backfDl, ftll areas, and base matxlal aholl attain 4'T~3L~ ~~ .allaL~t< a minimum 98% relative eompoetlon ore pi Standard Speciflcatlane. For typical trench aectlons, refx to the City Standard Details, with the exception of sanitary sewers 5. All trees, roots and foreign math In existing or proposed Right of Way shall be removed to a depth of two (2) feet below wbgrade and disposed of. 6. All exleting pavement removed or damaged shall be replaced as roqulrod be the city Engineers 7. All concrote used fa all atructuroe must be Clare "A" (8 sacks px cubic yard) as per Standard Specifications and shall attain strength of 2200 p.a.l. in sewn (7) days. B. Drop Inleh Imtdled shall be Clty of Cupertino Standard T INDEX SHEE unlsea otherwise noted on the plane. The boxes shall be _ Installed at the same time the P.C.C curb and quitx is Installed. Clare "A" P.C.C shall be used. Sheet 1 -Title Sheet 9. A minimum ihlckneaa of six (B) Inches of P.C.C shall be Sheet 2 -Grading , Drainage, and Eroafon Control Plan requred for rnmmerclal driveway approaches and five (5) Sheet 3 - Building Crone Sections Inches for resldentlal. Locatlas aholl be determined prior to the inatallailan of the curbs. The driveway shall ba Installed of Sheet 4 - Cit Siandord Dstaue Y the acme time as the curb. Sheet 5 - Eroslan Control Ostaile 10. All street curbs shall be vertical P.C.C curbs. Sheet 6 -Best Management Praticea 11. Install City of Cupertino street name signs, four (4) blades each px assembly as shown on the plane. 12. Install City of Cupertino standard monument boa(s) and monument(s) oa shown on the plane. la All grade stakes and laths required by the City Englneer 1. Regrade cut area to original ground eondRlon. shall be Inaiolled by the Subdlvfder's Enginex as directed. Minimum off-seta fa cut etakea shall be five (5) feet. 2. prior to grading completion and release of bond, all graded 14. Prior to commencin work, the Contractor shall have cut 9 areas shall be reseeded in conformance with the Clty of Cupxtino Grading Ordinance to minimize the visual impacts of the sheets approved by the City Engineer. Notify the Clty Engineer graded slopes and reduce the potential fa erosion on the twenty-tar haure (24) prior to roqulrlnq Inepeetian, subject alts. 15. The contractor shall submit a written requeai for final a A conatructlon obnrvatian letti from the responsible Inepeetlon. Gateehnleal Engineer detailing conatructlon obeivailons and certifying that the work was done in accordance with 16. One-halt (1 /2 pound of dlapasinq black shall be mixed {he recommendatlaa in the Geotechnleal reports shall be with each cubic yard of concrete at the hatch plant. submitted prior tp grading completion and roleaee of bond. 17. Grading of Iota outside of R/W ore per typical sectkn and for crop-section, shall be completed and approved by the City Engineer before proceeding with proparotlon of the aubgrads and placement of the wrfaca structure a lots. All lots shall be graded to the street elevetion, or ore shown on the plena, or os determined by the Clty Englneer. Notify the City Englneer forty eight (48) houro in advance 18 . of requiring eiMeee for checking field staking. At thin time, throe (3) copies of the cut sheets will be fumlahed. 19. All standard street monuments, lot coma plpna, and other permanent monuments dbturbed during conatructlon shall be replaced before acceptona of the lmprovementa by the City of Cupertino. Manhole frames and town shall be brought to finish 20 i. The Civil Engineer a Sall Enginar to review all groding and . grade before final paving. submit a final report to the Clty prior to occupancy 21. The developer shall pay dl coats fa moisture-density 2. Compaction reports and pad elevation certlflcatlon Is requlrod curves (Celli. Teat No. 216E) and any other teats required by on all building pad work. the City Engineer during street conatructlon. 22. Approval of these plane dace not release the Cantracta 3. Contact Public Works at 408-777-3104 fa drolnage and Onal grade Inapeetla, which Indudes drain Ilnea and roof drains/downBrouta. of the responeibllity fa the comeetlons of mistake, emaa, a omlaslons contdned therein. If, during the couroe of conatructlon of improwmenta, public interest required a 4. Contractor fe responalble for dust contrd and Insuring the area modifleatlon of/or o departure from the City of Cupertino adjacent to the wok le left in a clean condition. epeclfleotlon or these (mprowmanis plane, the City Engineer shall have the authority to require ouch modifcatlon s departure and to apeclfy the manner In which the name ie to 5. The controcta shall review standard detail 6-4 on tree protection prls to aecomplleh any work a ranodng any trees. he completed. 23. Septic tanks shall be pumped and baekfllled to the 6. All atarm Ilna installation with dope lees ihan 2% shall be citified aatlefocilan of Santa Clara county Health Department prior to by a CivN Engineer. conatructon. 7. All on-site sanitary sews linen and loterols shall be wbject to •24, For all flve(5) foot madithic sidewalks, all fire hydrants and electroliero shell be Installed behhd aldewolk. bulldlnq department approval prior to installation. B. Ut9ize Best Management Practices (BMP'a), as required by the State t of the conatructlon modlflcoilon pions shall be 25, Each ehee / Water Resources Control Board fa any activity which disturb coll. Initialed by the City Enginei to be considied approved final plane. It obeli be the rosponslbility of the contractor, and all g. A work achadule of grading and ioalon k sediment control plane shall be Subeontraeton to Inwre they are furnished with opprawd provided to the City Engineer by August 15. No hulslde grading shall he plane or the loteat revlaed plans. performed between October 1 and April 15. 26. All watt Imes, valve, hydrants, and appurienaneee thereto Inatollsd wlthln the City of Cupertino Municipal Waii 1D. All root drains and/a downspouts shall be drained sheet flow 2% away Utillty'a services area, shall be the property of sold water from the building and may be cdlectad by drolnage Inlet connected to public utility. storm drain faculty. If and only ii the drolnage Is in hlllaide area ears the 27. Conatructlon algning shall ba Installed prior to beginning of water be directly connected to the public storm drain facility. w~, 11. Electrical services to be placed underground 28. Any and all storm Ilne Installed as part of the work on these plans shall ba cleaned of all excess matilal, debris and abaiructlon. Storm Linea shall be flushed as directed by the City EngMeer 29. The CIv6 Englneer a Soll Enginei to review all gradnq and submit a final report to the City pHs to occupancy. obstruction. Storm Imes shall be flushed as directed by the City Enginar. UANTITIES CUT 10 CUBIC YARDS FILL 124 CUBIC YARDS IMPORT 114 CUBIC YARD5 EXPORT 0 CUBIC YARDS LANDS OF ADZICH 110216 PASADENA AVENUE APN 357-18-021 ~ CUPERTINO CALIFORNIA OCTOBER 1, 2009 AB AGGREGATE BASE AC ASPHALT CONCRETE AD AREA DRAIN AE ANCHOR EASEMENT BLDG BUILDING BSL BUILDING SETBACK LINE BSMT BASEMENT BW BOTTOM OF WALL/BACK OF WALK CC CURB k CUTLER CL CENTERLINE/CHAIN LINK FENCE CO SANITARY SEWER CLEANOUT C50 CITY STANDARD DETAIL CONC CONCRETE OE DRAINAGE EMITTER DG DECOMPOSED GRANITE DI DRAINAGE INLET DS DOWNSPOUT DWY DRIVEWAY EIfV ELEVATION EM ELECTRIC METER E(OH) ELECTRIC OVERHEAD EP EDGE OF PAVEMENT EX E10ST1NC FC FACE DF CURB FF FlNISH FLOOR FC GROUND FlNISH GRADE FH FlRE HYDRANT FL G FLOW LINE GARAGE SLAB ELEVATION/GAS LNE CPE GENERAL PUBLIC EASEMENT GSB GRADING SETBACK GM GAS METER HP HI POINT INV INVERT UP LIP OF CUTTER LS LANDSCAPED AREA MAX MAIOMUM MH MANHOLE MIN MINIMUM N k S NAIL AND SILVER NTS NOT TO SCALE OH OG OVERHEAD ORIGINAL GROUND p PAVEMENT FlNISH GRADE PAD PAO ELEVATION PL PEE PROPERTY LINE PEDESTRIAN EWESTRIAN EASEMENT PERF PERFORATED PO PORCH pp POWER POLE PROP PSE PROPOSED PUBLIC SERNCE EASEMENT PUE PUBLIC UTILITY EASEMENT PVMT PVC PAVEIAENT POLYVINYL CHLORIDE R RADIUS RW RETAINING WALL REM REMOVE R/W RIGHT OF WAY SB SETBACK SD S10RM DRAIN SDE STORM DRAIN EASEMENT SE SLOPE EASEMENT SS SSE SANITARY SEWER/ LATERAL SANITARY SEWER EASEMENT STA STATION SW SIDEWALK TB TOP OF BANK TC TOP OF CURB TEMP TEMPORARY TOC TOP OF COVER TC TOP OF GRATE TW TOP OF WALL TYP TYPICAL VG VALLEY GUTTER W WCE WATER WIRE CLEARANCE EASEMENT WLK WALKWAY yfM WOE WATER METER WRE OVERHANG EASEMENT try WATER VALVE GRANADA AVE GRANADA AVE GRANADA AVE HERMOSA AVE LoMITA AYE PROJEC SITE m ~° m LOMITA AVE ~ 9 s ~eandro> 8 ue 10 _ ,Cupertino- Yong\Cli g m ` D D D ~f r Z O t f*I D ~ D 1a ~ ~ ALMADEN A OIJVE AVE SAN FERNANDO AVE ~N f t~ VICIN_ NTS OWNER ROBERT ADZICH PHONE ~ CLEAN CHECK,INC.-EXTENDABLE BACKWATER VALVE ADDRESS; 10216 PASADENA AVENUE ,~: •. TREE TO BE REMOVED , X100. DESIGN GRADE CHRISTY - YI DRAIN BOX W/ GRATE 0 DRAINAGE EMITTER ® SUMP PUMP (DESIGN BUILD) +101.7 OR (101.70) EXIST ELEVATION ° CONCRETE Cy DOWNSPOUT WITH SPLASHBLOCK "v,n.~ FLOW DIRECTION ro H -- EXISTING UTILITY POST CONS CiION STORM WATER BMP POLWTiON NTROL MEASURE EXISTING C ~ OUR --g50 - PROPOSED TOUR -DRAINAGE SWALE `l - - -- GUY WIRE ANCHOR t, © RETAINING WALL ® INLET B"xB" pan mry u s~ i~, 3. All axeavatlon and boek0111ng wlthln street right-of-way shall be done (n accordance with the requirements of the Enginex of the public agency having Jurisdiction. Encroachment Permlta shell be obtained and a copy shall be on the job during conatructlon. 4. Fill material shall be canpacied to a minimum of two and one half (25) }set above the top of pipe elevellon by methods that will not damage the pipe or eubatituied with gravel or one (1) slurry mix. nil material must attain o minimum of ninety five percent (957n relative aompaetlon, as px State of Callfomia Standard Specifications. S. The Dlstrkt nalnei shall be notifkd two (21 working daw_ In adti.nca of siartln, conatructlon an this oroleci. 20085 Stevens Creek Blvd. BuNdinq C, Cupxtino, CA 95014 (40B) 253-7071. At that time, traffic plane, encroachment permlta and the sewer diversion plane shall be given to the Dletrlct Enginex. Sewer dlwrelon plans shall include sewage bypaaa and emergency plane. Work shall not begin until the Dlatrict Enginex has provked written acceptance of these pions. 8. One (1) sanitary sewer lateral shall be Installed fa each lot or bulldlnq. Loeatlon ai lateral and property comae to be staked In field at the same time the sewer main Is staked fa caetruetlon. Laterals shall not be laid on leas ihan two pieent (271 grade and shall haw a minimum cover of four and one half (4.5) feet at property line a edge of aanliary eewi easement. Laterals shall be deeper than four and one half (4.5) teat when directed by District Englnwr. Cattalo shell net be extended beyond the street right-of-way line or sanitary sewer easement Ilne until the main hoe been tested. Lateral aewere constructed outside of the public street or Cupitlno Sanitary Dhtrici Easement obeli be constructed in accordance with the requlrxnenta of, and aholl be Inspected by the CNy of Cupertino Building Department. 7. The Contractor performing work on the sanitary seven obeli be roqulrod to ngiati with ihs Dletrlct and provide Inwronce ore speelfied In Sections 1.39 and 1.40 of the District's Siandord Speelflcatlons. 8. The Developer and Genial Contracts shall be reaponalble for protection of all existing Improvements Induding existing sanitary sewer faellities that are to remain and N damaged during conatructlon of the proposed Improvements, shall be repaired to the eotlafactlon of the Cupertino Sanitary District and othi affected agenclee. 9. Channels of all Dletrlct manhdee wlthln the conatructlon area shall be protected by plywood covers, placed In the manhdee and manhole casiinga shall be adjusted to final grade In accordance with the Standard Speeifleotlone of the Cupertino Santary Ohtrlei a as directed by the Dbirlet Enginex. 10. The Developer and General Contractor shall be responsible for the prevention of eonsiruetlon debrte entering the exleting wnltary sewer system due to the eonatrucilon aetMties auoclated with hla protect and the Developx and Controcta shall pay all coats aaaoclated with the release of conatructlon debris Into the exbtinq sanitary sewer ayatem due to the conatructlon actlvitlee aeeaciated with this project. 11. The Dewlapx and General Contractor shall be roeponalble for the prevention of a sewage epul aeeociated the Contracias aetlvitlea on this pretest and the Developer and Contracts shall pay all costa msoelated with the release of aewoge into aurfaa drainage system and downstream aurfan voters. 12. Ut9ity Notlflcatlon (Contractor shall locate all utllitle prior to start of ecavetlon): a. Undxground Servies Alert 800-221-2600 b. Storm Drains City of Cupertino c. Sanitary Sewers Cupertkro Sanitary Dlatrict 13. All Sanitary Sewer Pipes shall be PVC-SDR28 s approved equal, unless otherwise specified by the Dlatrict Engineer. 14, Access fa pedestHana and vehicles shall be praNded ai all times unlee approved m writing by the Dletrlct Englneer. 15. Sanitary Swri Manhda, Flushing"Inlets and cleanouta shall be marked with "SANITARY or SANITARY SEWER". 18. Closed Circuit Ndeo Inspection of property Ilne cleanout and laterd required prior to Rnal plumbing inspection at owner expense. When the use of an existlnq lateral la proposed, an oddtitlonal ddeo Inspection la required prior io construction to verify that It meet the current Dletrlct Standards. Approval of these plane by Cupertino Sanitary Dletrlct does not relieve the installer of the raponalbllity fa the correction of mistakes, iron, or omisalone. If, during the course of conatructlon of the sanitary sewers the public interest roqulra o modification of, or o departure from the Dletrlct Speclflcatlons of these Improvement plane, the Dletrlct Engines shall haw the authority to require wch modlAcotlona or departuro and to specify the manna In which the modlflcatlona or departure la to be done. Approve oa to Compllanca with Dleirkt Requlromente 2009 CUPERTINO SANITARY DISTRICT District Englneer APPROVED BY: DATE CUPER11N0 SANITATION DISTRICT APPROVED BY: RALPH A. OUALLS, JR. RCE 22046 10 01 09 DATE DIRECTOR OF PUBLIC WORKS . 12-31-11 IV1 N O 5 d a 0 m S~'Q$Q So m o m a m ~ N N N 8 0~' 8 * U ~o a o ~ z v Z ~~ W ~~~ Z ~~~~ ~ ~LL W ~~ .~ i v W ~ I V! ' d z U a , (0 ~ ~ `~ ~ ~ ~ ~ ~ ~ R(14n i~IL1h~F P~CQn~N~ D1/~f~ll I~ (`TTY III F N(1 • APPI I('~i~IT• On71(`N FlNISH GRADE DETAILS AT BUILDING FOUNDATION NTS i , • j 4~, I,i i ., .: ~ • ,... >,. I • ~ a- ~ i (302,39 EP) i ~~ FlBER ROLLS //TYP 1 ) 302.86 F r !; j. ; '^ 302.75 FL - ~~~ , i; ~ i , ,. ~' ' ! 301.98 FL o ro ~ CONNECT TO El( SS i 3i iii z j d " t. `' ~ 22.86' 335 is ~' i~ ~ . > ~~I ~ '' O Y 17V~• ~~ m Q l~ i. ~ Z q~1 ~ C~+ ~; N~f ~ DRIVEWAY i ;, ~ a zQ f E~~ E U ~~ ~ ~. ~ E .. tH, d 302.27 P 302.35 ~ i ' ~a i' ri i "~~ ~' ~ I 2.09 FL ~ MIN 2X ; i ~ ! E ; • ~ I~ I: E ii ' < p M i~N ~ t _. _. E ~ +~, ;, ! ~ wALKwAr ~ ; ~~ LOTH !~ 'E Q W WRB INLET BLOCK 9 ; '{ ~ o ~ SEE THIS SH ET ' i ;j Z ~ 303.04 TC ii APN 357-18-025 ` 'I ~ ; w „ ~ 0022 , 30 :~ ~~ f 1 W m X02.24 INV -3' P SD 5= ~ ~ ! SEE SD 3 ;, PO..(.:g ;, i ~ N ~ 30 22 2181NV _3' P SD 5=2 / ~ (SEE SD 3 ) ~~ 3.08 TG j"t~ s ' Q w ~ 3D223 FL INLET s ' I '^ z ~ C RB HIS SHEET I , Y/ m w ~ a 5EE T 303.4 P ,~ ~ t ~ fr ~ ~~ '~ ' \` ' N ~ WALKWAY ~y~ ° .,k ~rt ,~ ~ ~ ~ o ar > t i? F I ~ ' N F z N ' I ' ~ ~ ~ 2X~ MIN _ _.. ' ......,. N 30229 FL , 303.4 P ' ~ •. wra {! ° ,- 303.87 i~ ~ 22.89' v, A pro <~~' ~~ ~ rc x E ~ c '>' ~ ~i DRIVEWAY ;~ ~~ ~~ZZ~ pU M<N mW Zo ', i w ~ r ._.........___........ 'N t• , 303.61 02.4 FL CONNECT TO EX SS ! ~~ ~ N i " i `P ~ 1 o . I 303.22 FL ~ ~Cp D i '~ - ~ I I (302.86 EP) ~ ~ ~, 3~3.J4 FL ~...; ~^ - ! r~ 027 LOT M ~ ~~~~; . w. ~ 1 ~'.F I , , v a • ~ ~ - - 37 i APN 357 18 0 303.01 FL/HI PT LOT E APN 357-18-022 301.15 FL ~ 300. LOT F APN 357-18-007 K z ~, cni.in w 301.4 SW 301,5 FG I ~'43~ 7 "' "" m >', •, , N 290.29 1NV au 3 301.41 FG m c `, :~\\ , ,, ' LW z ~ ..... .... ......... ~ . , , ., ; ~ ,',- i II ~ I a i x~ ii ~ ~ 2X MI `\ s.; \, u 4' SS LATERAL ~ ~ o ~, x il.._ CONNECT TO BSMT C~" d ,4 ~ ' ~~ ~~P ~~,~`,,\,,, GARAGE „ my 2X ~ N '~ ~ zX MIN u ~ ~~.~` 2X u $ -2 I ~ ~ ; \ ~~ - _ FF-304.5 ~`~<'~, ~ I I 302.35 FG I c i - ~...~ ~ I I o ~ \ y~- ` \\ ii 301.5 FL ~ 2nd DYVEWN6 ~ ' 4 ~ '•,'a~'~~;\, w. / + UNIT-2 I , ~ ~, ,`,6~``~:`: J03.3 G 79,G i ~ ( ~ FF~ .09 ~ Q ryS _:..._.._ _._ ....................~._..._....~..._...~..__:_._... 30 ~ ` ~ 2X MIN i 6.89 :._.,-. ~ FROM' l.._....._..._...._1.... ~,.. - __..__ I . I u~ l 1 !l1, ! - _~P~ ~WALLr I 302.09 FG 1 ~,~ ! I{ 303.4 FG s1. Tc 2 9. 6 INV 303.31 FL I T ~- ~ 301,7 FL 3 1.3 FL n 2' SDFM, S=1z TYP \:~ '. _ - N~i .~ .....-. ~3ao. ~ ~~ ..,:. ~ ~ LOT H APN 357-18-009 n 1. . . _ 4 F f0 291.89 TG 302.2 FL 2' SDFM, S=1X (TYP ,~ N+z 35 FG 301 . r 212 FG iJl3 . 6.8 ' ~ i -_~.: ~I' 03. 2 FG I W ~ ~--c •, `, \ '• ' _ _. ~p ; • FR 303.2 FG ~ ~~~ 302.5 F N U i /~ ~ N ~ I , , \. ' ~` r ~ ~ ~ ~ ` \ ~,~, ~ .. - - TEMPORARY WALL INLET PROTECTI ~ n i I J~ I { ~'T ~ ._. ,~ ~ \ '-i ~ ~ NIN maM~ ~ .~ 8.88' ,.~ \ . ,~, , -~ ~' ~ ry --. Z a ~_=`.t- 2nd DWEWN 302 FG ~.F'\ \, r\'~~: e ~~ ~ ~ { USE ~ ~ ~' o 04 FL < UNIT-1 i ,34 Fc : \ ~ \ ' - AIN F FF=30,67 ~~~ i 302.55 f i 303.oaFC , ._, FF=303. i 55 I ..,. 301.1 FL X MIN +6;\ ~ ~~, n u ~ ~ ' I ~ --~ .,A \ ~°~' GARAGE u 2X MIN ~-- ~- ~` ~ , \ \ 2% I `- I I , ' I ~ i N i ~ N '~,~ 2N 0~ UU `,~ , `, ` i u ...._... ~ ,.. o 2X MIN a ~ ~~ i ~ SUMP ~ PUM ~ , . ,~ ... `; . - i I . i 4~,0 ~ CT ~0 BSMT ~ I ~ i ~ (~ C m ~ ~ , \~,Y'~ ~ ;\ \~\, `, ._._.. _ ...._ 303.87 FG/SW . 5 FG S=7i ~ ._. -_-- > ~ , \~~°~ , \ \ ~ z • 301.1 SW 02.15 FG K z . J' 30J.57 FL/HI PT 0 1 SW N N~7 r'? 301.43 SW 1 FL ,\ \ ~ `` ' ,`. \ ,, ~ , `\ --.- \ \ , , . s,...,..~ ~ ,,,.,. 301.8 FL .. . I rn~ _-? N YI M ,. PuBr;: fiOA I I E ~...... ~ ,'t i I 1 l ~ ~~ > `, ~, ', , LOT J ~ i f ~ i I 35' ';"---T-35' APN 357-18-020 I I •, ~ , j `~~ ~1 i _ _ 1 K. J , f ~', ` Y. r ~" D ~ r ~ ~~ i s 1 t r r ' " ~ M ~; '. g . r ~ P~ y e . . yn,.1 '. .,, 146tt !, '\ ~" ., yG{!tit ~imr~a „l Caas: ~1;t4~ltt yet °~ LOT K C APN 357-18-019 2" SDFM FlLTER FABRIC (1' MIN OVERLAP) 2" SDFM •~ ~ J 3/4" DRAIN ROCK DRY WELL PLAN NTS 12' DIAMETER INLET W/ GRATE DRY WELL DETAILS NTS 60 80' ~~ g' p FORAYED PIPE DETAILS NTS NOTE: 1/4' HOLE PERFORATIONS AT 6" ON CENTER SECTION B-B NTS LOT L APN 357-18-018 5EE FRAME @ DRAT A A B 2'-2 J/4' 1'-8• N , . m .. r; SECTION A-A CLASS A CONCRETE 2'-2' 1'-10' " 5" N 5 d a Q 0 } m 8~'Q~< ~o m o m e m N N N Z8 Z o B t~ 3 U II IQo a o ~ z v Q ~U .. Q m L ^ .,. v J i \i, ~~ " W?U v II: W I d z U g N i i Z < ~ `~` o ~ ~ R~AfI I~IA~~F PACAI1Ft\IA Al/Ff~ll IF CITY PII F N(1 APPI IhANT• A~71('N ur Z O N 5 o_ d a 0 m R R 60' , 2' J6' t 2' 2X ~.2X ~ 2x~ PARK y I Sope I PARK n;v„ S/W STRIP ` ' ' A.G surPoee STRIP :'r °' g,g' 4.5' 6" 6" A.5 6.5 A.C. ceune Aqq, boss caurte boss course Slandord wrb and gutter 0!leeel~`, ~~ 1IIIWW1IVV~/',~ OLD SAN DOSE AREA L 60' t 0' AO' 10' ~27q 1 1R-f ;fr PARK' 2X I Slope I . ' PA a ~. STR ~ ~ S~M 8' a 5' A 5' AC. wrloce coupe 4.5' 4.5' 6° , . A C base course Aqg. Does coupe . StandoM curh . re~enyeereuAAlf ~~ and qulta e e 11W RG1Y 1. RESIOENRAI - SideraVk to W 4" P.C.C. over 4• Gloss II Aggreqate Base 0 9071 Rdatiw Cempacllon 2. COMLIEACIAL fi INDUSTRIAL - 5dewdN la be 5° P.GL, ova A' dose s Aggngale Base 0 90% Rdotiw eompoctlon, J. Man0lllhlc ddewolk shdl be inelalkd only when monaltlhlc sidewdk eciete. CITY OF CUPER11N0 APPROVED 8Y; I~-~bATE; v 1-2 STANDARD DETAILS GTY EER 6" r.-~ I ~, fi" ~, ~ V I h=, j2' p-` r' -t- P_,iz~ ,a 14" .~. •, 'a I e , ~`~0 g„ O D -1- 00 `oD o~~C %0. J 4' C;cs= 'i Agg. base A1.6 A2.6 ~' 2 ~~ 6 2 ~~I za" ~• T •d I d --f- 8„ _ 1 •R_~r.' • Rft/2a B.. p" ar variable • I P i 1 14° c ' ~ t Rt1;7/ o , a fi" a ~ b ao • R_. a • o ~- ~• •oDa °D0~ C~DU DD np0 0 A1•B ~' Class II Agg. base A2.8 ''ice 00' I~ ~ 1 T ~ 2~° 1 R=C.CB ~ ~=o ~5 i~ I I \ / 0.33' 3' ~ I--_e. ~i =, ° t \ Levu ~n ~ 44 R 2 __ r 6° 12° R.t/T °' T ~ D I TYPE E MOUNTABLE D110:) o Q o 0 4 0° 4" Ctoss II Agg. base TYPE E 6„ IL._ 5 -~ I g° R.t/g.. ~, 3~4., ~ ~ ~_ T 1 _1_ 1 _J_. • T I ~ Epory to 12 ~ Epoxy to EF. Surtoce ~ Ev. Surloct t/2" Vongitudinci bar A.C. DIKE EKTRUDED CURB ,/r dowel, minimum e' length, 4~ epao~nq ASR a3~s0 A3.6 STANDARD CURB SECTIONS F.EViSED S/9) CITY 0= C'JPERTINO APPROVED BY ATE'. 1-16 STANDARC CE ~ AIDS CI GINcc tIr( "A• weeeenlY eMee awtle ,~, r.•ry ,r =:' DRAINAGE DETAIL -Under sidewalk wwtp. ,r ee ~ ~• ~,~ SIDEWALK aarwnrdel mN ld nAn !7 I I ne' ~ "' «~ I sidewalk ~x ~~' l A N~ I A I Pv I 1 I I Sawcut PARK STRIP I I $aWCUI I I 1 1 CONSTRUCTION Face of taD JOINT {~---- 'tlimum Remove 5 ml PLAN 5 •A Scde:f:6 .IT~ t P WEAKENED PUKE ~5~~ JONT oR CUT 5E ~/ Top el Grb JOINT 1/6" TMOE, 2° DEEP ON B' O.C. 2" •~os~• 6- NOTES 7, Corweta Orlveweys netlde~wolks~ot constructed. industrial tones whm s Ror Liu 1" 2. Score marks not to eeeeed 4'-0" O.C. Use mechanicd sepaata at eery other score m~k. FACE OF CURB ~, fin'r)h to De Come Brush Finbh, 4. Sidewdk to ba reploced when new drivewoYie Sede~fe6° pared. 5. Edqe of driveway shall be o minimum of 4' hom property line. W W{dlh 0 , a. .° .A 4. ,Q. :2,:, p:. V .a ,Q: ~ e ~' •'o•. .'4"canc. q' 6" W 2 W 2 A.5' or vabble . •C. 9 ' ',0:'.7 . Q• ~ C •~...0. ; d. score 51 indualriol a• ~ D~' • C ' Povenent to be Oeep xore Deep ~+1.57G to +B7L 6" commercial ar .'.•9 ~ S 00 0a0 flush with lip of or add -4X S residential ° ° 0 a°o 01 0 ~ n'•''0 ~ 0000 eo 00 tter Dwy approach joint ar -1.9f 10 _ ~' 0°°0O 0 00 ° •0.. • ~ •' ~' ~ , 0 D to be fwsh ~ J-; '" ' with quttar "~ _ 00 a s° ° a o ° 6•, 6" DD 00 0 p D 00 000. 1. ~'" ~ 0°° o°OCaoO '• ,~i,~~ml1T..p.'d poed0 °D 0 '•r"' ~. ~4~_f ore 'p •. ~q 0°0 pD ~d ~~' a 4" Class II Ayg. :O oe OODo ~ base material e 0 0 0 o a e o 0 0 0 e0 a oa a 00 0000 ~s1° witho957grelative a°aaca0°• Do °°e°0~0p°aa 000000 r compaction - ao 0 00° 0 00 O,T 0 000 e°o OpPPaoe00 ~ e 1 Commercld Ono Industrial driwrroys 0 O p p Q° p °p d o 0 000 000 ° G O od° 00 ~0 shall how straight elope to R o 0 SECTION A•A SECTION A-A DRIVEWAY DETAIL • DETACHED SIDEWALK ~„r,e REvI5E0 MAR 2003 CITY OF CUPERTINO aPVaov7:o eY: DATE; '~ Y 3-6 CITY OF CUPERTINO AppROVE DA i-20 STANDARD DETAILS cl Y EMGINECp' STANDARD DE7AllS CITY ENGINEER ~~A! ~ M, ~y (F o, ~ E)(P, 12-31-11 Tr `1~T Cr V 1 ~ ~~! f o~ ct<~`~ p~ q p~ ~ \ Q \ 4 \ G m o m o m ry N N ~ e ~ W ~o a g z z ~ Z ~~ w ~~~ Z ~~~~ (~ ~~~~ W ~ ~~g 3 a ~~~ ~~ ~.+• -a~ -o -o p ., ~~~ ~ id ~,'', " , ~ ~ I E ., i_,, , ~~ .. _ . r rt, 71 f{° ~tt!'yY(6 " t rig' C .'1~i. •.a,. S. Sf ~ ;.; ~ t 14 K'3 ~ ~//_ ~~1~C ~'~U+ 6l1i i U I~ O z v (~ Z ~ Z R~ Af,~F PA~A~~~IA Al/~l~ll IF (ITY FII F ~I~ PI I('ANT• Af171~N Aft ~I AP 2. OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING EROSION AND SEDIMENT CONTROL MEASURES - "" '"";i~'~"~""'- '""`~ ~, i~ PRIOR, DURING, AND AFTER STORM EVENTS. n J. REASONABLE CARE SHALL BE TAKEN WHEN HAULING ANY u EARTH, SAND, f2tAVEL, STONE, DEBRIS, PAPER OA ANY OTHER SUBSTANCE OVER ANY PUBLIC STREET, ALLEY OR THER PUBLC SIGN ELEVATION PLACE. SHOULD ANY BLOW, SPlll., OR TRACK OVER AND UPON SAID PUBLIC OR ADJACENT PRIVATE PAOERTY, IMMEDIATE REMEDY SHALL OCCUR. 4. DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS, THE SITE SHALL BE MAINTAINED 50 AS TO MINIMIZE SEDIMENT LADEN ,,, , ,,, , RUNOFF TO ANY STORM DRAINAGE SYSTEM, INCLUDING E)4SiING DRAINAGE SWALES AND WATER COURSES. 5. CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED BY THE APPROPRIATE FEDERAL, STATE AND LOCAL AGENCY. B. THE FAGLITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY SEASON, OCTOBER 1S TO APRIL 15. GRADING OPERATIONS DURING THE RAINY SEASON WHICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL MEASURES IMMEDIATELY FOLLOWING GRADING ON THE SLOPES. 7. FINISHED SLOPES ON THE SITE SHALL BE STABWZED USING SEED AND STRAW OR HYDROSEED TREATMENTS. ,~cEa oa.nwav ~aF~c_uaLL~PF~OT~.ERQ~L,~.,,.~,,,,~ ,,,,,s ~ , . EROSI AS 0 ON E ERO ON CON L PLA A BALE EI ~ DWA ero ~ STE R THA Fl PERCENT. "~ ,~v r OD ~D (:. .,.,. r, . ,r.. , ~t,a~ =,.i';r=~t' , s PLAN I ~ ~ ~ D FIBER ROLLS ~.~ '"dA ; s :::.; .~• : ' ~ ~ : ' ~ - ~ ~ ~~ ~ ~ ROPE RESTRAINT METHOD 5r:1': • • 1 ~ NOTE 'e I The tempaory equipment waehlnq facility sign shall be Installed u,li~y,,o,: t4~, ~~ I ~~ I within 20 feei of the temporary concrete ~~~~: ~y14 9 +cr washout facnity. Grading Conform Wood Stake Flber Rdl Excavated ~ Material Slope SECTION FBER ROLLS IN FURROWS FIBER ROLLS ROPE RESTRAINT METHOD ~--~. ,sPEtt wlr ust s~+t~ rslw sots ae dRnv Aa~n~n otn>nns sne~w evtx slrrleitcs cw caannrrocs aAer ~ fLYA1fLEM IE1tYlr s/°is,w as~attiuwatn ~ 2.5' S(A4RY MNTDP m tNSll t/[iLS ~ AELI~IRY 15' Min ~ Typ ~_ ~,,, _....t......._......_...._.._ ~ _.-_~_..._._._._._ _. -,.. Rock bags as ~ 0.0 required / 1 I. ( I I 1:1 I Edge o1 plmtlc ~ j EI Ilninq E E I I I elev. -3.0 ~ I Top of cut j ~ I ~ I E ~ 0.0 I I i ~ I:1 1:1 I I ~. k I E G I E E E E I I ~ A A I I I I I I II , Toe of cut E 1 ~ - a, E elev. ;-1.3 I .~ I ____... ____.... ,1I i /' i in Drainage ditch -'~~/ I I I Berm Entry ramp r ' ~ " ~~~I ~il•' rYi` ~ ~ ~j ~~ ``~ n~ot-- /p~'° o o ~ ~oo~o, ~~ . 90~ ~e ° J -f' fA1LYUPfD AdYii~'illF ~ B B ~ s' nt~r sod •od rz MN 0 .4 ,~ p D o D e 0~ D. a o 0 ~t Op'q~Op' . o 0 0 A1fRSKw~ R>D(~ 10' IM1f PLAN TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT Ab~FS: 1. ENE EN7RAMCf S/NLL BE AEiWVTApyfD MI A CANDIAON 7FNT N7LL PREY£NT 1RICAAbVC OR RON7AC OF SEAMffN/ DN70 PUBlJC R~CI?-Of-WA/5~ TN1S WY REOUAPE TOW ARESSYNC, REPA/R AND/DR CLfWAUT OF ANY MFASUQES rlS£D >o~~ 2. wNEN NECESSWY, wNfFCS S,`NLL Bf ccEAnIED ro EN>RANCr ONTO R~yr--µ~o~l~,ywa~r~~ /~ ~y~/~~p(~/~ J. MHfN NNSY>fiYG /J I~L1Mn«/i DGWf' ON AN AREA STA81/IFD II/TFI CRUSHED STONE TH4T A29INS AVTD AN APPROVED sE~wENr TRAP AP S£AG/fNT eKSnv. Flber rolls FLOW -. Curb a dike Roadwoy rolls FLOW •--- _ Ilment control baq ch basin SECTON A-A let grate 9trap9 (2 Bath) r i A o I ~ Fiber rolls loops (2 each) - Drain Inlst wlih Curb or dika sediment control baq ent control bag Roadway A lion restraint PLAN boefn TEMPORARY DRAINAGE INLET PROTECTION For paved areas exposed to traffic ~k ~ M, ~ < F s W OC ~ E)<P.12-31-09 ~ J?~f C! ~ t~ ~~~ ~ OF CAUL 0 w s g k q p~ Q r \ < \ < \ G 00 o m o w ry N N 2 < 8 - ~ < < o a o r>'i ~ i (S U~ Z ~~~ Z ~~~ ~< W ~~~~ ~LL Z ~ W „ ~~ ~ ~~~ ~~ 4 g (0 ~ ~ ~ ~ elev,l +0.4 3' Typ ;elev. 0.0 25 m Mln PLAN TEMPORARY EQUIPMENT WASHING FACILITY (Below Grade) i I R114f1 ~IDt,~F PACAf1F~l~ D1/~l~ll IF (`ITY III F t\I(1 ~PPI I(`QNT• ~f171(`N SECTION SEDIMENT CONTROL BAG PRIVACY SCREH'NG SI-RUBS AT 5'-0" O.C. EXISTING COMMERCIAL BUILDING PRIVACY $CX~JVG - VEW LNES Fi20M 2PD STORY PRNACY $CREBJ9JG SCRUBS AT 5'-0' O.C. - PRNACY SCREI3~NG VEW UAES FitOM 2ND STORY r~nHr ~r ITT DOTANICAL NAME GJNt'10N NAME G1T1`. 6I7P I~AgCb TIQED TI T? TAN 6 PI6TAGA GH9~1619 WATOR GAM CFIR~cOE PI6TACHE 7 D b OAL 74 x elukl-tnxlk OTANDAI9D LILT-OF-THE-NILE 70 I GAL 9 M NGI~I 77 6 4AL ~ ~ ~ ~ e1 !6 M e PN019M9ft T. 'AI1Atllei 1ila' M. a9:r£e acoLOR 1~El000ALI.16 9=VEItlIEBJ rELLOW LAVANDULA 6TOEG~IA6 WWaNA D. 'CA'1PAG?A' LOIIOPl~T ~a' Nall 7FN.ANa vAll9tEaAtSa TodleA eNlaeaY row PIII£ APOICAN Iroe DArLILr OPANIOH LAVAPDER NEAV2NLr 6Aj"000 Ncx b n 4 - b R 3b 7 ~ GAJ. b GA1 b GAL I ~ 6 6 GAL r ~ q0 pMEAPPLE GUAVA 7 b en LIMON9r~ rol9ltzn t~UIPOLI eeA LAVjaloEla NGJI :I I M r' TALL I ~ 0, 'LN~ANa' I GAL 74' OL. G7 d7 V84CA~ M840R OOWIF PERI0bIC1.E - ~ I GAL n" O.G " OL. 13AgC MIJLCN Ied;rcLED MuLU+ n" o.G G6 PELAA7i0118J'I PELTATn'1 'rNCR°UFIsLE MDT' IVY .. I GAL >," OG rL.IV~ 1 IN 1 G~ l T}E CONTRACTOR SEU11.1. VB~FT PLANT QUANTITES FROM TEE PLANTNG PLAN. OUANTTTES SEIOWN IN T}E LEGEND ARE FOR CONVBdB~C~E ONLT. 2 NDTFY TEE LANDSCAPE ARCI~TECT MM®'~ATaT N 11-E EVHJ'T~~ PLAN. plSt;~EPANGES BETWEEN ACTUAL SfTE COND(j10N5 AND 3 PLANT GROUNDCOV82 N SERUB AREAS AS NOT®, USE 1RIANGULAR SPAGNG. 4. Sff DETAf. AN7 SPECFICATION SEf~TS FOR ADDIiIOMAI INFORMATION. 5. T}152E WLL BE NO MATBtIALS OR PLANT MAT621PLS SIJBSTfTUTIONIS WffElOUT APPROVAL OF TEE OWNB2 OR 11-E LANDSCAPE ARCERECT. Q All SLOPES PLANT® WffH LAWN NOT TO EXCE®A ~I SLOPE ALL SLOPES PLANT® WITI.I GROUND COVf32 NOT TO F~(C®A 2~1 SLOPE 7. PROVOS P051TIVE DRANAGE AWAT FROM ALL BULOWGS t2s MNJ a N TEE EyBdT OF ANT DISCREPANaES BETWE8~1 TEIS PLAN AND ACTUAL SfTE CONgT10N5, Tl-E LANDSCAPE ARCHTECT IS TO BE NOTI~ IMMEDIATaT. 9. BJTRE SfTE IS TO BE ROUGH GRADED BT T}E GRADNG CONTRACg2T ~T~ 1(0 FOOT OF FNISH GRADE LAN)SCAPE CONTRACTOR IS TO FNE LANDSCAPE AREAS. q. ALL SfTE UTI.CTES ARE TO BE PROTECII~ DURING CON5IRUC CTOR SHALL NOTFY OF CONFLICT BETW~I 1EE PLANS AND UTLITES TEE CONTRA T}E LANDSCAPE ARCHITECT. ANT DAMAGE TO UTl ~ STRUG CTTI~ESOR ~SI~WO.L~BE FI=ATURES TO RBdAdJ, AND CAUS® BT TEE ALANDSC TO TIC OWN92. REPLACE OR RE~AR® BT TEE CCNiRAGTOR NO l TEE WORK N 1EESE DRAWNGS AND SPECF3CATlONS MY RUN CONICURRE3~TLT WITEI WORK BT OTF~S. TEE LANDSCAPE CONTRACTOR SHAD. COORDNATE THE WORK WITH OTE62 CONTRACTORS, fZ R~ TO CNf. BJ~'S PLANS FOR OVERALL SITE GRADING AND DRANAGE Ki. 50D LAWN SEIALI. BE DWARF FESCUE BLEi'D. 14. PRIOR TO ANY DIG(~N(' OR 1RBVL~EWG, CALL 1 MI~(~QOIrD 582VICr= AL62T - 1800.2272t500 PLANT SYIrIBOLS - -- - Y ~ ~ ~ ~ D ..~ I DILATES PIANi KEY 0 1 I I AT PL4NT QUANTITY D C ES 800-227.2600 :a ;,~~`~'s`r.~.~'. , ,:~. s:~;~:~ru~,~ .:.:~~ ~°~~. tT;, {(~;i , ~ n# NAT lw~.l P #'~ ! ' ~ va. ~.. , v,.e,~ s. ~~, v, -s .. ~.~rr wp • 1?err .._.~~ C~~c. ~Irtnu4+rlr I ~. Y REED ASSOCIATES LANDSCAPE ARCHITECTURE 477 SOUTH TAAFFE STREET SUNNWALE, CALIFORNIA 94086 roe Lei aosai~oe.~ei-aeesF~x nM: Mnr.reY.nrl ! smsil: pwldFsls.nM PASADENA AVE. HOMES 10216 PASADENA AVE. Cupertino, CA ISSUE ~~ __ 17.10.09 m PAUL JAY REED ' No.7002 * E7P.9AOA d), ~P 9 '~ q, ~t owNERSHIP ANO USE OF DOCUYFNTS N Cnlhgs, Sosdllcatlar and copies thsnef fieidslyd by Rlsd Anessklw laidss~ Alddls4~n m and shall nmoti ro.,~~ma~~~~~~ Pnject and an not to M uesd on any otMr propcL SubmBekn « aNblbutlan to mee4 af8ebl requkEory rr qulnmente or for purpoen In annecllon sAth tM Project h got vo hs aon6ued a puNkstlen in dnagdlan d Reed Aeseoktw taMecape ANdlsehee, oomran ke mW~IM or other iwwred rlghb. APPS vJr Oran DS Redawed pjr Project No. 09.04 seal. 1 X10 heue cote 12.10,09 LANDSCAPE PLANTING PLAN L1 .0 sne.t of PASADENA AVENUE I