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Item 03 - 252 Prince St - Staff Report & Exhibits 1-10PREPARED BY: APPLICATION NO: LOCATION : APPLICANT/ PROPERTY OWNER: Jocelyn Puga, Assistant Planner jpuga@losgato sca .gov Architecture and Site Application S-15-069 ITEM NO: 3 252 Prince Street (east side of Prince Street, north of Roxbury Lane) Michael Y . Wu APPLICATION SUMMARY: Requesting approval for a technical demolition of an existing single-family residence and construction of a new single-family residence on property zoned R-1 :8. APN 407-32-005 . RECOMMENDATION: PROJECT DATA: CEQA: FINDINGS: DEEMED COMPLETE: May 5, 2016 FINAL DATE TO TAKE ACTION: November 5, 2016 Denial General Plan Designation : Zoning Designation: Low Density Residential R-1 :8 -Single-Family Residential , 8,000-square foot lot minimum Applicable Plans & Standards: General Plan; Residential Design Guidelines; Parcel Size: 8,117 gross square feet Surrounding Area: Existing Land Use General Plan Zoning North Residential Low Density Residential R-1:8 East Residential Low Density Residential R-1 :8 South Residential Low Density Residential R-1 :8 West Residential Low Density Residential R-1 :8 The project is Categorically Exempt pursuant to the adopted Guidelines for the Implementation of the California Environmental Quality Act, Section 15303: New Construction or Conversion of Small Structures. • As required, pursuant to the adopted Guidelines for the Implementation of the California Environmental Quality Act, this project is Categorically Exempt, Section 15303: New Construction or Conversion of Small Structures. Planning Commission Staff Report -Page 2 252 Prince Street/S-15-069 June 21, 2016 CONSIDERATIONS : ACTION: EXHIBITS : BACKGROUND: • As required by Section 29.10.09030(e) ofthe Town Code for the demolition of a single-family residence. • As required by the Residential Design Guidelines that the project complies with the Residential Design Guidelines. • As required by Section 29 .20 .150 of the Town Code for granting approval of an Architecture and Site application. The decision of the Planning Commission is final unless appealed within ten days. 1. Location Map 2. Findings (one page) 3. Recommended Conditions of Approval (10 pages) 4. Project Data Sheet (two pages) 5. Applicant's Project Description and Letter of Justification, received on May 31 ,2016 (five pages) 6. Town's Consulting Architect report, received on April 8, 2016 (five pages) 7. Applicant's Response to the Architectural Consultant Report, received on May 31, 2016 (four pages) 8. Neighborhood Visit Table, received on March 21 ,201 (two pages) 9 . Public Comment, received on March 30, 2016 (one page) 10. Development Plans, received on May 6, 2016 (12 sheets) The subject site is located on the eastern side ofPrince Street, north of Roxbury Lane (see Exhibit 1 ). The lot is approximately 8,117 square feet with an existing 1 ,456-square foot single- story residence and 508-square foot side facing attached garage. The project is being forwarded to the Planning Commission because the project would result in the largest house with regards to square footage and floor area ratio (FAR) in the immediate neighborhood, in addition to creating the second two-story home in a predominately single-story immediate neighborhood. PROJECT DESCRIPTION : A. Architecture and Site Application The applicant is proposing a 2,479-square foot two-story residence and 600-square foot front facing attached garage. The project would have a maximum height of 24 feet, six Planning Commission Staff Report -Page 3 2 52 Prince S treet/S-15 -069 June 21, 2016 inches. The proposed materials include: Dryvit (similar material to smooth stucco), steel balcony railing, and a composition shingle roof. A color and materials board will be available at the Planning Commission meeting and Exhibit 4 includes general project data. B. Location and Surrounding Neighborhood The subject site is located on the eastern side ofPrince Street, north of Roxbury Lane (Exhibit 1). Surrounding properties contain single-family residences. C. Zoning Compliance The proposed project complies with the height and structure coverage limitations. The proposed project complies with setback requirements and all required parking is being provided on-site. The zoning permits a single-family residence. ANALYSIS: A. Floor Area Based on Town and County records, the residences in the immediate area range in size from 1,444 square feet to 2,336 square feet. The house FAR's range from 0.17 FAR to 0.29 FAR. The proposed residence would be 2,4 79 square feet with a 0.31 FAR. Pursuant to Town Code, the maximum square footage for the lot size is 2,639 square feet. The Neighborhood Analysis table below reflects the current conditions in the immediate neighborhood. Address House Garage Lot Size FAR Garage Stories SF SF SF Orientation 244 Prince 1,456 504 7 ,878 0 .18 Side Facing 1 248 Prince 2,336 516 8 ,162 0.29 Front Facing 1 256 Prince 1,456 493 7,757 0.19 Side Facing 1 243 Prince 1,687 551 8,473 0.20 Side Facing 1 247 Prince 1,456 493 8,408 0.17 Side Facing 1 251 Prince 1,510 462 8,550 0.18 Side Facing 1 259 Prince 1,821 506 9,019 0.20 Front Facing 2 255 Prince 1,622 493 8,688 0.19 Side Facing 1 252 Prince (E) 1,456 508 8,117 0.18 Side Facing 1 252 Prince (P) 2,479 600 8,117 0.31 Front Facing 2 Planning Commission Staff Report -Page 4 252 Prince Street/S-15-069 June 21,2016 The project was referred to the Planning Commission because it would result in the largest residence in the immediate area with regards to square footage and FAR. The proposed residence would be 143 square feet larger than the largest residence in the immediate neighborhood. The Residential Design Guidelines specify that residential development shall be similar in mass, bulk, and scale to the immediate neighborhood. The Guidelines also specify that consideration will be given to the existing F ARs, residential square footages , and lot sizes in the neighborhood. In addition, the proposal would also create the second two-story residence in the immediate neighborhood. The residence located at 259 Prince Street, directly across from the subject application has a partial two-story favade with a second floor above the front facing attached garage. Just beyond the immediate neighborhood as defined by the Residential Design Guidelines, there are additional two-story homes when traveling north on Prince Street and when traveling south on Prince Street towards Roxbury Lane. Per the Residential Design Guidelines, a technique to minimize the visual impact of a two-story home adjacent to one-story homes is to provide substantial second floor side setbacks. The subject application proposes a 12-foot, five inch setback for the second floor along the right (north) elevation. The subject application also proposes a five-foot, two inch setback for a portion of the second floor on the left (south) elevation along bedroom 3 (Sheet AI , Exhibit 10). B. Architectural Considerations Staff reques ted that the Town 's Architectural Consultant review the project to prov ide recommendations regarding architecture and neighborhood compatibility. The Consulting Architect reviewed the plans, visited the site, and determined the proposed architectural style was not compatible in massing or design with the immediate neighborhood (Exhibit 6). The applicant responded to the Consulting Architect's final recommendations in writing (see Exhibit 7). The following outlines the Consulting Architect's recommendations and the applicant's response in italics. 1. Relate to the scale and character of the immediate neighborhood Staff and the Town's Consulting Architect believe the proposal could stand out from the immediate neighborhood due to the design, mass, and scale. The applicant modified th e design to be more compatible to th e mass, scale, and des ign of th e immediate ne ighborhood by reducing the proposed floor area from upstairs bedroom 3, resulting in a reduction of 129 square feet. In addition, the applicant in cr eased the l eft side setback by one-foot ten inches and incorporated frost ed g lass Planning Commission Staff Report-Page 5 252 Prince Street/S-15-069 June 21 ,2016 windows at all second floor windows along the side elevations to mitigate potential privacy concerns (Exhibit 7). Staff and the Consulting Architect cannot support the proposed design as modified, as it would not relate strongly enough to the scale and character of the neighborhood to mitigate the effects of resulting in the largest house with regards to square footage and FAR in the immediate neighborhood. 2. Roof massing The Town 's Consulting Architect believes the amount of roof exposure on the front elevation is not sensitive to the scale and character of the immediate neighborhood and recommended that the applicant modify the garage design to incorporate a gable roof. Th e applicant has chosen not to modify th e proposed roof form due to th e fact that a gable roof would not acco mmodate solar panels, would not provide s hade to th e wes t of th e sun (green design), and would not minimize the mass of the garage door expos ure. Per Assembly Bill2188 (Expedited Solar Permitting Act), lo cal governments must exp edite the permitting of solar installation. The applicant notes that the proposed el evation is modes t in comparison to th e front e le vations of 248 Prince Street and 259 Prince Street . Howe ver, th e applicant did modify the front elevation to provide a break between the garage and second floor roof to reduce the roof mass (Exhibit 7). Staff and the Consulting Architect cannot support the modified roof design as the proposal does not limit the prominence of the garage roof mass on the street fac;ade. 3. Roof shapes The Town 's Consulting Architect believes the second floor and first floor roof shapes are not well related and recommends a gable roof for the first floor along the right side elevation. The applicant modified th e design by incorporating a gable roof along th e right s ide elevation for the first floor. In addition, th e applicant modified th e roof pitch from 5:12 to 4:12 to reduce th e mass and s cale of th e proposal (Exhibit 7). Staff and the Consulting Architect support the modified roof form as the revi s ed elevation better relates the first and second floor roof forms . 4. Architectural im wall The Town's Consulting Architect recommends removing the front entry fin wall as it is out character and scale for the immediate neighborhood. Planning Commission Staff Report-Page 6 252 Prince Street/S-15-069 June 21, 2016 The applicant modified the design by removing the front entry fin wall from the design (Exhibit 7). Staff and the Consulting Architect support the removal of the entry fin wall. 5 . Visual relief for two-story walls The Town's Consulting Architect recommends adding a belly band trim to mitigate the visual height of the two -story walls. Th e applicant modified the design by incorporating expansion joints rather than belly bands at the second floor line. The applicant provided justification for not using belly bands due to the potential for water leakage at the connections to the rear balcony, roof fascia, and gutter (Exhibit 7). Staff and the Consulting Architect cannot support the expansion joints as expansion joints do not provide a substantial visual relief for the two-story walls . 6. Front entry roof The Town's Consulting Architect recommends extending the first floor roof over the front entry. The applicant modified the design by extending the first floor roof over the front entry. In addition, the applicant removed the second floor balcony from the front elevation. The applicant stated that the Consulting Architect's recommendation would create weak connec tions at the guardrail, balcony, and sloped roof In addition, the applicant was concerned with the potential for water leakage (Exhibit 7). Staff and the Consulting Architect can support the front entry roof modification as the design better relates to entries in the immediate neighborhood. C. Environmental Review The project is Categorically Exempt pursuant to the adopted Guidelines for the Implementation of California Environmental Quality Act, Section 15303 : New Construction or Conversion of Small Structures. PUBLIC COMMENTS: The applicant has informed staff that they have visited their immediate neighbors regarding the application and a visit table is included as Exhibit 8. At this time, staffhas received one written Planning Commission Staff Report-Page 7 252 Prince Street/S-15-069 June 21 , 2016 public comment from a neighbor who opposes the two-story home because of privacy concerns and a loss of scenic views (Exhibit 9). Additionally, the applicant and the property owner to the rear located at 249 Mattson A venue have agreed to the installation of an eight foot fence along the rear of the property to address the privacy concerns of the rear neighbor. Condition 7 of Exhibit 3 requires the installation of the eight foot fence. SUMMARY AND RECOMMENDATION: A. Summary The proposed project would allow the applicant to construct a new two-story single-family dwelling. As currently proposed, the project would create a residence that is approximately 143 square feet larger than the largest home in the immediate area and create the second two-story residence in a predominately one-story immediate neighborhood. B. Recommendation Staff recommends denial of the Architecture and Site application based on the size of the residence in comparison to those in the immediate area and the proposed bulk, mass, and scale of the two-story residence. ALTERNATIVES : Alternatively, the Commission could : 1. Approve the application by taking the following actions : a. Find that the proposed project is categorically exempt, pursuant to Section 15303 of the California Environmental Quality Act as adopted by the Town (Exhibit 2); and b. Make the required findings as required by Section 29 .10 .09030(e) of the Town Code for granting approval of a demolition of a single-family residence (Exhibit 2); and c. Make the finding that the project complies with the Residential Design Guidelines (Exhibit 2); and d. Make the required considerations as required by Section 29.20.150 of the Town Code for granting approval of an Architecture & Site application (Exhibit 2); and e. Approve Architecture and Site Application S-15-069 with the conditions contained in Exhibit 3 and development plans attached as Exhibit 1 0 ; or 2. Making the finding that the application is in conformance with the Residential Design Guidelines and approve the application with additional and/or modified conditions ; or 3. Continue the matter to a date certain with specific direction. Planning Commission Staff Report -Page 8 252 Prince Street/S-15-069 June 21 ,2016 Joce yn Puga A ss istant Planner JSP :JGP:cg Community Development Director cc: Michael Y. Wu, 252 Prince Street, Lo s Gatos , CA 95032 N :\DEV\PC REPORTS \20 16\Prince 252.docx 252 Prince Street 0 0 .2 5 ----------================::J M iles 0 .125 EXHlBIT 1 This Page Intentionally Left Blank PLANNING COMMISSION -June 22, 2016 REQUIRED FINDINGS & CONSIDERATIONS FOR: 252 Prince Street Architecture and Site Application S-15-069 Requesting approval for a technical demolition of an existing single-family residence and construction of a new single-family residence on property zoned R-1:8. APN 407-32-005. PROPERTY OWNER/ APPLICANT: Michael Y. Wu FINDINGS Required f"mding for CEQA: • The project is Categorically Exempt pursuant to the adopted Guidelines for the Implementation ofthe California Environmental Quality Act, Section 15303 : New Construction or Conversion of Small Structures. Required f"mding for the demolition of a single-family residence: • As required by Section 29.10.09030(e) of the Town Code for the demolition of a single- family residence : 1. The Town's housing stock will be maintained as the single-family residence will be replaced. 2. The existing structure has no architectural or historical significance, and is in poor condition. 3. The property owner does not desire to maintain the structure as it exists; and 4 . The economic utility of the structures was considered. Required Compliance with the Residential Design Guidelines: • The project is in compliance with the Residential Design Guidelines for single-family homes not in hillside residential areas . CONSIDERATIONS Required considerations in review of Architecture & Site applications: • As required by Section 29.20.150 of the Town Code, the considerations in review of an Architecture and Site application were all made in reviewing this project. N :\DEV\FINDINGS\20 16\Prin ce252.DOCX EXHIBIT 2 . This Page Intentionally Left Blank PLANNING COMMISSION -June 22,2016 CONDITIONS OF APPROVAL 252 Prince Street Architecture and Site Application S-15-069 Requesting approval for a technical demolition of an existing single-family residence and construction of a new single-family residence on property zoned R-1:8. APN 407-32-005. PROPERTY OWNER/ APPLICANT: Michael Y. Wu TO THE SATISFACTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT: Planning Division I . APPROVAL: This application shall be completed in accordance with all of the conditions of approval and in substantial compliance with the approved plans. Any changes or modifications to the approved plans and/or business operation shall be approved b y the Community Development Director, DRC or the Planning Commission depending on the scope of the changes. 2. EXPIRATION: The approval will expire two years from the approval date pursuant to Section 29.20.320 of the Town Code, unless the approval has been vested. 3. OUTDOOR LIGHTING: Exterior lighting shall be kept to a minimum, and shall be down directed fixtures that will not reflect or encroach onto adjacent properties. No flood lights shall be used unless it can be demonstrated that they are needed for safety or security. The lighting plan shall be reviewed during building plan check. 4. GENERAL: All existing trees shown on the plan and trees required to remain or to be planted are specific subjects of approval of this plan, and must remain on the site. 5. TREE REMOVAL PERMIT: A Tree Removal Permit shall be obtained for any trees to be removed, prior to the issuance of a building or grading permit. 6. TREE FENCING: Protective tree fencing and other protection measures shall be placed at the drip line of existing trees prior to issuance of demolition and building permits and shall remain through all phases of construction. Refer to tree fencing requirements and other protection measures identified in Section 29 .10.1005 of the Town Code. Include a tree protection plan with the construction plans. 7. FENCING: An eight foot fence shall be installed along the rear of the property. 8. WATER EFFECIENCY LANDSCAPE ORDINANCE: The final landscape plan shall meet the Town of Los Gatos Water Conservation Ordinance or the State Water Efficient Landscape Ordinance, whichever is more restrictive. A review fee based on the current fee schedule adopted by the Town Council is required when working landscape and irrigation 9. 10. plans are submitted for review. FRONT YARD LANDSCAPE: Prior to issuance of a Certificate of Occupancy the front yard must be landscaped. SALVAGE OF BUILDING MATERIALS : Prior to the issuance of a demolition permit, the developer shall provide the Community Development Director with written notice of the co mpany that will be recycling the building materials. All wood, metal, glass, and aluminum materials generated from the demolished structure shall be deposited to a company which will recycle the materials. Receipts from the company(s) accepting these materials, noting the type and weight of materials, shall be submitted to the Town prior to the Town's demolition inspection. EXHIBIT 3 11. STORY POLES: The story poles on the project site shall be removed within 30 days of approval of the Architecture & Site application. 12. TOWN INDEMNITY: Applicants are notified that Town Code Section 1.10.115 requires that any applicant who receives a permit or entitlement from the Town shall defend, indemnify, and hold harmless the Town and its officials in any action brought by a third party to overturn, set aside, or void the permit or entitlement. This requirement is a condition of approval of all such permits and entitlements whether or not expressly set forth in the approval, and may be secured to the satisfaction of the Town Attorney. 13. COMPLIANCE MEMORANDUM: A memorandum shall be prepared and submitted with the building plans detailing how the Conditions of Approval will be addressed. Building Division 14. PERMITS REQUIRED: A Building Permit shall be required for the demolition of the existing single-family residence and construction of the new single-family residence. Separate permits are required for electrical, mechanical, and plumbing work as necessary. 15. CONDITIONS OF APPROVAL : The Conditions of Approval must be blue-lined in full on the cover sheet of the construction plans. A Compliance Memorandum shall be prepared and submitted with the building permit application detailing how the Conditions of Approval will be addressed. 16. SIZE OF PLANS : Four sets of construction plans, minimum size 24 " x 36", max imum size 30" x 42 ". 17. DEMOLITION REQUIREMENTS: Obtain a Building Department Demolition Application and a Bay Area Air Quality Management District Application from the Building Department Service Counter. Once the demolition form has been completed, all signatures obtained, and written verification from PG&E that all utilities have been disconnected, return the completed form to the Building Department Service Counter with the air District's J# Certificate, PG&E verification, and three (3) sets of site plans showing all existing structures, existing utility service lines such as water, sewer, and PG&E. No demolition work shall be done without first obtaining a permit from the Town. 18. SOILS REPORT: A Soils Report, prepared to the satisfaction of the Building Official, containing foundation and retaining wall design recommendations, shall be submitted with the Building Permit Application . This report shall be prepared by a licensed Civil Engineer specializing in soils mechanics. As an alternate, the necessary foundation elements can be designed by a licensed Civil Engineer to the Minimum Requirements of Chapter 4 of the 2013 California Residential Code. 19. FOUNDATION INSPECTIONS: A pad certificate prepared by a licensed civil engineer or land surveyor shall be submitted to the project building inspector at foundation inspection. This certificate shall certify compliance with the recommendations as specified in the soils report, and that the building pad elevation and on-site retaining wall locations and elevations have been prepared according to the approved plans. Horizontal and vertical controls shall be set and certified by a licensed surveyor or registered civil engineer for the following items: a. Building pad elevation b. Finish floor elevation c. Foundation comer locations d. Retaining Walls 20. RESIDENTIAL TOWN ACCESSIBILITY STANDARDS: The residence shall be designed with adaptability features for single family residences per Town Resolution 1994- 61: a. Wood backing (2 " x 8" minimum) sha ll be provided in all bathroom walls at water closets , showers, and bathtubs, located 34-inches from the floor to the center of the backing, suitable for the future installation of grab bars. b. All passage doors shall be at least 32-inches wide on the accessible floor. c. Primary entrance shall be a 36-inch wide door including a 5'x5' level landing, no more than 1/2-inch out of plane with the immediate interior floor level with an 18-inch clearance at interior strike edge. d. Door buzzer, bell or chime shall be hard wired at primary entrance. 21 . TITLE 24 ENERGY COMPLIANCE: All required California Title 24 Energy Compliance Forms must be blue-lined, i.e. directly printed, onto a plan sheet. 22. BACKWATER VALVE: The scope of this project may require the installation of a sanitary sewer backwater valve per Town Ordinance 6.50.025. Please provide information on the plan s if a backwater valve is required and the location of the installation . The Town of Los Gatos Ordinance and West Valley Sanitation District (WVSD) requires backwater valves on drainage piping serving fixtures that have flood level rims less than 12-inches above the elevation of the next upstream manhole. 23 . TOWN FIREPLACE STANDARDS : New wood burning fireplaces shall be an EPA Phase II approved appliance as per Town Ordinance 1905. Tree limbs shall be cut within 1 0-feet of Chimney. 24. HAZARDOUS FIRE ZONE: The project requires a Class A Roof assembly . 25. SPECIAL INSPECTIONS: When a special inspection is required by CBC Section 1704, the architect or engineer of record shall prepare an inspection program that shall be submitted to the Building Official for approval prior to issuance of the building permit. The Town Special Inspection form must be completely filled-out and signed by all requested parties prior to permit issuance. Special Inspection forms are available from the Building Division Service Counter or online at www.lo sgatosca .go v/b uilding 26. BLUE PRINT FOR A CLEAN BAY SHEET: The Town standard Santa Clara County Valley Nonpoint Source Pollution Control Program Sheet (24x36) shall be part of the plan submittal as the second page. The specification sheet is available at the Building Division Service Counter for a fee of $2 or at ARC Blue Print for a fee or online at www .losgatosca. gov/building. 27. APPROVALS REQUIRED: The project requires the following departments and agencies approval before issuing a building permit: a. Community Development -Planning Division: Jocelyn Puga at (408) 354-6875 b. Engineering/Parks & Public Works Department: Mike Weisz at (408) 354-5236 c. Santa Clara County Fire Department: (408) 378-4010 d . West Valley Sanitation District: (408) 378-2407 e. Local School District: The Town will forward the paperwork to the appropriate school district(s) for processing. A copy of the paid receipt is required prior to permit issuance. f. Bay Area Air Quality Management Di strict: ( 415) 771-6000 TO THE SATISFACTION OF THE DIRECTOR OF PARKS AND PUBLIC WORKS: Engineering Division 28. GENERAL: All public improvements shall be made according to the latest adopted Town Standard Plans, Standard Specifications and Engineering Design Standards. All work shall conform to the applicable Town ordinances. The adjacent public right-of-way shall be kept clear of all job-related dirt and debris at the end of the day. Dirt and debris shall not be washed into storm drainage facilities . The storing of goods and materials on the sidewalk and/or the street will not be allowed unless an encroachment permit is issued. The Applicant's representative in charge shall be at the job site during all working hours. Failure to maintain the public right-of-way according to this condition may result in the Town performing the required maintenance at the Applicant's expense. 29. APPROVAL: This application shall be completed in accordance with all of the conditions of approval listed below and in substantial compliance with the latest reviewed and approved development plans. Any changes or modifications to the approved plans or conditions of approvals shall be approved by the Town Engineer. 30. ENCROACHMENT PERMIT: All work in the public right-of-way will require a Construction Encroachment Permit. All work over $5 ,000 will require construction security. It is the responsibility of the Applicant to obtain any necessary encroachment permits from affected agencies and private parties, including but not limited to, Pacific Gas and Electric (PG&E), AT&T, Comcast, Santa Clara Valley Water District, California Department of Transportation (Caltrans). Copies of any approvals or permits must be submitted to the Town Engineering Division of the Parks and Public Works Department prior to releasing any permit. 31. PUBLIC WORKS INSPECTIONS: The Applicant or their representative shall notify the Engineering Inspector at least twenty-four (24) hours before starting any work pertaining to on-site drainage facilities, grading or paving, and all work in the Town's right-of-way. Failure to do so will result in penalties and rejection of work that went on without inspection. 32. RESTORATION OF PUBLIC IMPROVEMENTS: The Applicant shall repair or replace all existing improvements not designated for removal that are damaged or removed because of the Applicant's operations. Improvements such as, but not limited to: curbs , gutters , sidewalks, driveways, signs, pavements, raised pavement markers, thermoplastic pavement markings , etc., shall be repaired and replaced to a condition equal to or better than the original condition. Any new concrete shall be free of stamps , logos, names, graffiti , etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor's sole expense and no additional compensation shall be allowed therefore. Existing improvement to be repaired or replaced shall be at the direction of the Engineering Construction Inspector, and shall comply with all Title 24 Disabled Access provisions. The Applicant shall request a walk-through with the Engineering Construction Inspector before the start of construction to verify existing conditions. 33. STREET/SIDEWALK CLOSURE: Any proposed blockage or partial closure of the street and/or sidewalk requires an encroachment permit. Special provisions such as limitations on works hours , protective enclosures, or other means to facilitate public access in a safe manner may be required. 34. PLAN CHECK FEES: Plan check fees shall be deposited with the Town prior to plan review at the Engineering Division of the Parks and Public Works Department. 35. INSPECTION FEES: Inspection fees shall be deposited with the Town prior to the issuance of any permits. 36. GRADING PERMIT: A grading permit is required for all site grading and drainage work except for exemptions listed in Section 12 .2 0 .015 ofThe Code of the Town ofLos Gatos (Grading Ordinance). The grading permit application (with grading plans) shall be made to the Engineering Division of the Parks and Public Works Department located at 41 Miles A venue. The grading plans shall include final grading, drainage, retaining wall location , driveway, utilities and interim erosion control. Grading plans shall list earthwork quantities and a table of existing and proposed impervious areas. Unless specifically allowed by the Director of Parks and Public Works, the grading permit will be issued concurrently with the building permit. The grading permit is for work outside the building footprint(s). A separate building permit, issued by the Building Department on E. Main Street, is needed for grading within the building footprint. 37. DRIVEWAY: The driveway conform to existing pavement on Prince Street shall be constructed in a manner such that the existing drainage patterns will not be obstructed. 38. SURVEYING CONTROLS: Horizontal and vertical controls shall be set and certified by a licensed surveyor or registered civil engineer qualified to practice land surveying, for the following items: a. Retaining wall: top of wall elevations and locations. b. Toe and top of cut and fill slopes. 39. PAD CERTIFICATION: A letter from a licensed land surveyor shall be provided stating that the building foundation was constructed in accordance with the approved plans shall be provided subsequent to foundation construction and prior to construction on the structure. The pad certification shall address both vertical and hori zo ntal foundation placement. 40. RETAINING WALLS : A building permit, issued by the Building Department at 110 E. Main Street, may be required for site retaining walls. Walls are not re viewed or approved by the Engineering Division of Parks and Public Works during the grading permit plan revtew process. 41. SOILS REPORT: One copy of the soils and geologic report shall be submitted with the application. The soils report shall include specific criteria and standards governing site grading, drainage, pavement design, retaining wall design, and erosion control. The report s shall be signed and "wet stamped" by the engineer or geologist, in conformance with Section 6735 of the California Business and Professions Code. 42. SOILS REVIEW: Prior to issuance of any permits, the Applicant's engineers shall prepare and submit a design-level geotechnical/geological investigation for review and approval by the Town. The Applicant 's so ils engineer shall review the final grading and drainage plans to ensure that designs for foundations , retaining walls, site grading, and site drainage are in accordance with their recommendations and the peer review comments. Approval of the Applicant's soils engineer shall then be conveyed to the Town either by letter or b y signing the plans. 43. SOIL RECOMMENDATIONS: The project shall incorporate the geotechnical/geological recommendations contained in the Geotechnical Investigation by Silicon Valley Soil Engineering, dated January 2016, and any subsequently required report or addendum. Subsequent reports or addendum are subject to peer review by the Town's consultant and costs shall be borne by the Applicant. 44. WATER DE SIGN: Water plans prepared by San Jose Water Company must be reviewed and approved prior to issuance of any permit. 45. UTILITIES: The Applicant shall install all new, relocated, or temporarily removed utility services, including telephone, electric power and all other communications lines underground, as required by Town Code Section 27.50.015(b). All new utility services shall be placed underground. Underground conduit shall be provided for cable televis ion service. The Applicant is required to obtain approval of all proposed utility alignments from any and all utility service providers before a Certificate of Occupancy for any new building can be issued. The Town of Los Gatos does not approve or imply approval for final alignment or design of these facilities 46. TRENCHING MORATORIUM : Trenching within a newly paved street will be allowed subject to the following requirements: a. The Town standard "T" trench detail shall be used. b. A Town-approved colored controlled density backfill shall be used. c. All necessary utility trenches and related pavement cuts shall be consolidated to minimize the impacted area of the roadway. d. The total asphalt thickness shall be a minimum of three (3) inches, meet Town standards, or shall match the existing thickness, whichever is greater. The final lift shall be 1.5-inches of one-half ('l1) inch medium asphalt. The initiallift(s) shall be of three-quarter(%) inch medium asphalt. e. The Contractor shall schedule a pre-paving meeting with the Town Engineering Construction Inspector the day the paving is to take place. f. A slurry seal topping may be required by the construction inspector depending their assessment of the quality of the trench paving. If required, the slurry seal shall extend the full width of the street and shall extend five (5) feet beyond the longitudinal limits of trenching. Slurry seal materials shall be approved by the Town Engineering Construction Inspector prior to placement. Black sand may be required in the slurry mix. All existing striping and pavement markings shall be replaced upon completion of slurry seal operations. All pavement restorations shall be completed and approved by the Inspector before occupancy. 47. SIDEWALK REPAIR: The Applicant shall repair and replace to existing Town standards any sidewalk damaged now or during construction of this project. Sidewalk repair shall match existing color, texture and design, and shall be constructed per Town Standard Details. The limits of sidewalk repair will be determined by the Engineering Construction Inspector during the construction phase of the project. 48. SIDEWALK REP AIR: The Applicant shall repair and replace to existing Town standards any sidewalk damaged now or during construction of this project. All new and existing adjacent infrastructure must meet current ADA standards. Sidewalk repair shall match existing color, texture and design, and shall be constructed per Town Standard Details. New concrete shall be free of stamps, logos , names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor's sole expense and no additional compensation shall be allowed therefore . The limits of sidewalk repair will be determined by the Engineering Construction Inspector during the construction phase of the project. The improvements must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. 49. CURB AND GUTTER REPAIR: The Applicant shall repair and replace to existing Town standards any curb and gutter damaged now or during construction of this project. All new and existing adjacent infrastructures must meet Town standards. New curb and gutter shall be constructed per Town Standard Details. New concrete shall be free of stamps, logos, names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor's sole expense and no additional compensation shall be allowed therefore. The limits of curb and gutter repair will be determined by the Engineering Construction Inspector during the construction phase of the project. The improvements must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. 50. DRIVEWAY APPROACH: The Applicant shall install one (1) Town standard residential driveway approach. The new driveway approach shall be constructed per Town Standard Plans and must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. New concrete shall be free of stamps, logo s, names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor's sole expense and no additional compensation shall be allowed therefore. 51. FENCING: Any fencing proposed within two hundred (200) feet of an intersection shall comply with Town Code Section §23.10 .080. 52. SIGHT TRIANGLE AND TRAFFIC VIEW AREA: Any proposed improvements, including but not limiting to trees and hed ges, will need to abide by Town Code Sections 23.1 0.080, 26.1 0.065, and 29.40.030. 53. FENCES: Fences between all adjacent parcels will need to be located on the property lines/boundary lines. Any existing fences that encroach into the neighbor's property will need to be removed and replaced to the correct location of the boundary lines before a Certificate of Occupancy for any new building can be issued. Waiver of this condition will require signed and notarized letters from all affected neighbors. 54. CONSTRUCTION STREET PARKING: No vehicle having a manufacture's rated gross vehicle weight exceeding ten thousand (1 0,000) pounds shall be allowed to park on the portion of a street whi ch abuts property in a residential zone without prior to approval from the Town Engineer. 55. HAULING OF SOIL: Hauling of soil on-or off-site shall not occur during the morning or evening peak periods (between 7:00a.m. and 9:00a.m. and between 4:00p.m. and 6:00 p.m.). Prior to the issuance of a building permit, the Applicant shall work with the Town Building Department and Engineering Division Inspectors to devise a traffic control plan to ensure safe and efficient traffic flow under periods when soi l is hauled on or off of the project site. This may include, but is not limited to provisions for the Applicant to place construction notification signs noting the dates and time of construction and hauling activities, or providing additional traffic control. Coordination with other significant projects in the area may also be required. Cover all trucks hauling soi l, sand and other loose debris. 56. CONSTRUCTION HOURS: All subdivision improvements and site improvements construction activities, including the delivery of construction materials, labors , heavy equipment, supplies, etc., shall be limited to the hours of8:00 a.m. to 8:00p.m., weekdays and 9:00 a.m. to 7:00p.m. weekends and holidays. The Town may authori ze, on a case-by- case basis, alternate construction hours. The Applicant shall provide written notice twenty- four (24) hours in advance of modified construction hours. Approval of this request is at discretion of the Town. 57. CONSTRUCTION NOISE: Between the hours of8:00 a.m. to 8:00p.m., weekdays and 9:00a.m. to 7:00p.m. weekends and holidays, construction, alteration or repair activities shall be allowed. No individual piece of equipment shall produce a noise level exceeding eighty-five (85) dBA at twenty-five (25) feet from the source. If the device is located within a structure on the property, the measurement shall be made at distances as close to twenty-five (25) feet from the device as possible. The noise level at any point outside of the property plane shall not exceed eighty-five (85) dBA. 58. CONSTRUCTION MANAGEMENT PLAN: Prior to the issuance of any permits, the Applicant shall submit a construction management plan that shall incorporate at a minimum the Project Schedule, employee parking, construction staging area, materials storage area(s), concrete washout(s) and proposed outhouse location(s). 59 . WVSD (West Valley Sanitation District): Sanitary sewer laterals are televised by West Valley Sanitation District and approved by the Town of Los Gatos before they are used or reused. A Sanitary Sewer Clean-out is required for each property at the property line, or at a location specified by the Town. 60. SANITARY SEWER BACKWATER VALVE: Drainage piping serving fixtures which have flood level rims less than twelve (12) inches (304.8 mm) above the elevation of the next upstream manhole and/or flushing inlet cover at the public or private sewer system serving such drainage piping shall be protected from backflow of sewage by installing an approved type backwater valve. Fixtures above such elevation shall not discharge through the backwater valve, unless first approved by the Building Official. The Town shall not incur any liability or responsibility for damage resulting from a sewer overflow where the property owner or other person has failed to install a backwater valve as defined in the Uniform Plumbing Code adopted by the Town and maintain such device in a functional operation condition. Evidence of West Sanitation District's decision on whether a backwater device is needed shall be provided prior to the issuance of a building permit. 61 . BEST MANAGEMENT PRACTICES (BMPs): The Applicant is responsible for ensuring that all contractors are aware of all storm water quality measures and that such measures are implemented. Best Management Practices (BMPs) shall be maintained and be placed for all areas that have been graded or disturbed and for all material, equipment and /or operations that need protection. Removal ofBMPs (temporary removal during construction activities) shall be replaced at the end of each working day. Failure to comply with the construction BMP will result in the issuance of correction notices , citations, or stop work orders. 62. SITE DESIGN MEASURES: All projects shall incorporate the following measures: a. Protect sensitive areas and minimize changes to the natural topography. b . Minimize impervious surface areas . c. Direct roof downspouts to vegetated areas. d. Use permeable pavement surfaces on the driveway, at a minimum. e . Use landscaping to treat stormwater. 63. EROSION CONTROL: Interim and final erosion control plans shall be prepared and submitted to the Engineering Division of the Parks and Public Works Department. A maximum of two (2) weeks is allowed between clearing of an area and stabilizing/building on an area if grading is allowed during the rainy season. Interim erosion control measures, to be carried out during construction and before installation of the final landscaping, shall be included. Interim erosion control method shall include, but are not limited to: silt fences , fiber rolls (with locations and details), erosion control blankets, Town standard seeding specification, filter berms, check dams , retention basins, etc. Provide erosion control measures as needed to protect downstream water quality during winter months. The Town of Los Gatos Engineering Division ofthe Parks and Public Works Department and the Building Department will conduct periodic NPDES inspections of the site throughout the recognized storm season to verify compliance with the Construction General Permit and Stormwater ordinances and regulations. 64. DUST CONTROL: Blowing dust shall be reduced by timing construction activities so that paving and building construction begin as soon as possible after completion of grading, and by landscaping disturbed soils as soon as possible. Further, water trucks shall be present and in use at the construction site. All portions of the site subject to blowing dust shall be watered as often as deemed necessary by the Town, or a minimum of three (3) times daily, or apply (non-toxic) soil stabilizers on all unpaved access roads, parking areas, and staging areas at construction sites in order to insure proper control ofblowing dust for the duration of the project. Watering on public streets shall not occur. Streets shall be cleaned by street sweepers or by hand as often as deemed necessary by the Town Engineer, or at least once a day. Watering associated with on-site construction activity shall take place between the hours of 8 a.m. and 5 p.m. and shall include at least one ( 1) late-afternoon watering to minimize the effects of blowing dust. All public streets soiled or littered due to this construction activity shall be cleaned and swept on a daily basis during the workweek to the satisfaction of the Town. Demolition or earthwork activities shall be halted when wind speeds (instantaneous gusts) exceed twenty-five (25) miles per hour (MPH). All trucks hauling soil, sand, or other loose debris shall be covered. 65. CONSTRUCTION ACTIVITIES: All construction shall conform to the latest requirements of the CASQA Storm water Best Management Practices Handbooks for Construction Activities and New Development and Redevelopment, the Town's grading and erosion control ordinance, and other generally accepted engineering practices for erosion control as required by the Town Engineer when undertaking construction activities. 66. SITE DRAINAGE: Rainwater leaders shall be discharged to splash blocks. No through curb drains will be allowed. Any storm drain inlets (public or private) directly connected to public storm system shall be stenciled/signed with appropriate "NO DUMPING-Flows to Bay" NPDES required language. On-site drainage systems for all projects shall include one of the alternatives included in section C.3.i of the Municipal Regional NPDES Permit. These include storm water reuse via cisterns or rain barrels, directing runoff from impervious surfaces to vegetated areas and use of permeable surfaces . If dry wells are to be used they shall be placed a minimum of ten (1 0) feet from the adjacent property line and /or right-of-way. No improvements shall obstruct or divert runoff to the detriment of an adjacent, downstream or down slope property. 67. SILT AND MUD IN PUBLIC RIGHT-OF-WAY: It is the responsibility of Contractor and homeowner to make sure that all dirt tracked into the public right-of-way is cleaned up on a daily basis. Mud, silt, concrete and other construction debris SHALL NOT be washed into the Town 's storm drains. 68. GOOD HOUSEKEEPING: Good housekeeping practices shall be observed at all times during the course of construction. All construction shall be diligently supervised by a person or persons authorized to do so at all times during working hours. The storing of goods and/or materials on the sidewalk and/or the street will not be allowed unless an encroachment permit is issued by the Engineering Division of the Parks and Public Works Department. The adjacent public right-of-way shall be kept clear of all job related dirt and debris at the end of the day. Dirt and debris shall not be washed into storm drainage facilities. The storing of goods and materials on the sidewalk and/or the street will not be allowed unless an encroachment permit is issued. The Applicant's representative in charge shall be at the job site during all working hours. Failure to maintain the public right-of-way according to this condition may result in penalties and/or the Town performing the required maintenance at the Applicant's expense . 69. COVERED TRUCKS: All trucks transporting materials to and from the site shall be covered. TO THE SATISFACTION OF THE SANTA CLARA COUNTY FIRE DEPARTMENT: 70 . FIRE SPRINKLERS (excludes workshop): An automatic residential fire-sprinkler system shall be installed in one-and two-family dwellings as follows. In all new one-and two- family dwellings and in existing one-and two-family dwellings when additions are made that increase the building area to more than 3,600 square feet. Exception: A one-time addition to an existing building that does not total more than 1,000 square feet ofbuilding area. Note : The owner(s), occupant(s) and any contractor(s) or subcontractor(s) are responsible for consulting with the water purveyor of record in order to determine if any modification or upgrade of the existing water service is required. Note: Covered porches, patios, balconies, and attic spaces may require fire sprinkler coverage. A State of California licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. CRC Sec. 313.2 as adopted and amended by LGTC 71 . WATER SUPPLY REQUIREMENTS: Potable water supplies shall be protected from contamination caused by fi re protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection systems, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record . Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2010 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. 72. CONSTRUCTION SITE FIRE SAFETY: All construction sites must comply with applicable provisions of the CFC Chapter 33 and our Standard Detail and Specification SI- 7 . Provide appropriate notations on subsequent plan submittals, as appropriate to the project. CFC Chp 33. 73. ADDRESS INDENTIFICATION: New and existing buildings shall have approved address numbers , building numbers , or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall be a minimum of 4 inches (1 01.6 mm) high with a minimum stroke width of0.5 inch (12 .7 mm). Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. CFC Sec. 505.1 . N :\DEV\C O N DITIONS\20 16\Prince252.docx 252 Prince St. -PROJECT DATA EXISTING PROPOSED REQUIRED/ CONDITIONS PROJECT PERMITTED Zoning district R-1:8 same - Land use Single-family home same - General Plan Designation Low density residential same - Lot size (sq. ft.) • gross lot area 8 ,117 same 8,117 (Sht-C1 site survey) (8,000 sq.ft. min .) Exterior materials: • siding Stucco & wood Similar to smooth stucco finish - (Exterior Insulation & Finish System, "Dryvit" or equal) • trim Wood No Trim - (Part of MFR 's Exterior Insulation & Finish System) • windows Aluminum frames Fiberglass frames - (White color) • roofing Fire-Free Rustic Shake Composition shingles - Building floor area {sq.ft.) •See calc @ Sht-T1 • first floor 1,456 1,460 - • second floor -1,019 - • total house size 1,456 2,479 2,639 max. ( +95 sf Porch) • garage 508 600 741 max. Setbacks {ft.): • front 25 25 25 feet minimum • rear 20 20 20 feet minimum EXHIBIT 4 • side 8 8 8 feet minimum 6.1" Average slope (%) - •See calc @ Sht-C1 Maximum height (ft.) 14 '-6" ±24'-6" 30 feet maximum (16 '-6" to Chimney) •See Sht-A2 Building coverage (%) 25.4" 25.4% 40" maximum (1456+95+508 = 2059) (1460+600= 2016) • See calc @ Sht-T1 •See calc @ Sht-T1 Impervious coverage(%) 49.8" 30.7% no maximum (2059+ 1984=4043) (2116+405 = 2521) •See Sht-T1 Demo Plan •See Sht-T1 imperv. calc Parking • garage spaces 2 2 • uncovered spaces 3 2 Sewer or septic N /A N /A - N:\DEVVOCEL YN\Proj ectDataSheets\Prince252.d ocx 4/25/2016, by Michael Wu **Reduced floor area & building height REASONS FOR APPROVAL Architecture & Site Application S-15-069 252 Prince Street, Los Gatos, CA 95032 Prepared by: Michael Wu, Architect/Owner RECI:IVED MAY 3 1 2016 TOWN OF LOS GATOS PLANNING DIVISION Part of the comments from Planner Ms. Jocelyn Puga's 5/3/2016 email 5/31/2016 The application will require Planning Commission review due to the project resulting in the largest home in the immediate neighborhood with regards to square footage and FAR . Staff is unable to support the application for the following reasons : 1. The proposed residence at 2,479 square feet will be the largest residence in the immediate neighborhood by 143 square feet. 2. Not all recommendations made by the Consulting Architect were incorporated into the revised plan set. [Reasoning-1] RE : The largest residence in the immediate neighborhood 1. The proposed house is 2,479 sf, a) 143 sf larger than 248 PRINCE (next door neighbor 2,336 sf). b) 127 sf larger than 240 PRINCE (3'd house neighbor 2,352 sf) c) 7 sf smaller than 231 PRINCE (4 to 5 houses down the road across the street 2,486 sf). d) 2% smaller than the allowable 32 .5% FAR. ***While the house size is larger than 9 neighbors', but it is smaller than the one, 4 to 5 houses down the road . Also it is smaller, and complies with the rule of law, Zoning regulations, an objective standard . 2. Percentage (site area) of impermeable house pad (exclude porch & driveway). See Attachment-!. a) 25 .4% @proposed house, about the average for the neighborhood b) 34 .8 % @248 PRINCE c) 37 .1% @231 PRINCE ***The proposed house has permeable brick paver driveway with large landscape area. Most of the existing houses have concrete driveway & concrete patio. Considering the rate of overall site impermeable area, the proposed house probably has the smallest percentage, a much better option for the environment and community, and a good tradeoff for 143 sf. 3. The main reason that contributes to the larger floor area is the consideration to accommodate son and his family with children if one spouse dies earlier, and another needed care (Asian culture). It is designed to be flexible enough to convert a family room to 2 po ssible very small children's bedrooms . ***The house less than 2,500 sf is not a big house by today's standard . [Reasoning-2] RE: Two story homes in predominately one story neighborhoods 1. The (9) immediate neighborhood has (2) 2-story & (7) 1-story houses . However, if you add additional only 30 feet to the radius (roughly 200ft), and including the rear neighbors, it would have (7) 2-story out of (17) neighboring houses that were planned and built 55 years ago. See Attachment-2 . ***I believe the design guideline is flexible enough to accommodate the proposed design. 2. Due to the concern of exposure to electro-magnetic field , keeping away from high -voltage overhead power line with transformer that is in the utility easement area at rear yard is a top priority. •• *1-story design w o uld expand the house further to the back yard, clo ser to the power lines . EXHIBIT 5 •••since this is a new house, citizens should have a choice to minimize the possible exposure to their grandchildren should that become reality. 3. 1-story design would make house pad impermeable area higher than 35% of the site. ***There is a paradigm shift. It was not a concern back then in 1960. Green design is a must in today's urban planning. 4. Both floor ceiling heights are 8ft, with 4:12 roof pitch to match existing house. •••Many new houses in the Valley have 9"'12 ft high ceiling, a very attractive option. [Reasonlng-3] RE: Not all re commendations made by the Consulting Architect were in co rporated into the revised Plan set 1. The major concerns & architectural components recommended by Consulting Architect (recommendations R-1, R-2, R-3, R-9 & R-10) were adopted. Changes were made. See Attachment-3, 4 , 5 & 6. 2. Certa i n recommendations (R-4, R-5 , R-6, R-7 & R-8) were not adopted per the reasons noted below. [R-4) a) Vertical guardrail at sloped roof looks odd . If the previously proposed "FIN WALL is very much out of the chara cter for this immediate neighborhood", this would not be a better option. It would be the only architectural element exists in this California ranch style neighborhood. b) It creates weak connections between guardrail, balcony & sloped roof. c) It exposes senior to more risks of water leakage & maintenance concerns at later older age . [R-5] a) Solar panels cannot be located as recommended , as too many mechanical & plumbing roof penetrations for stack vents, exhaust fans, furnace & water heater exist at this area (see Sht-A2). Solar panels need to be cut & pasted like many in this valley, would not look good. [R-6] a) "Use gable roof and center door in wall" would have limited south-facing roof area, not enough to accommodate ±20 solar panels . This gable roof needs to be parallel to the other roofs, facing south-west to accommodate required solar panels. It is the only feasible location left. This project is trying to achieve net-zero-energy house if possible. b) Bottom of roof fascia is about 8-ft high from driveway surface with deep roof overhang & shadow to minimize the mass & heat gain from west sun. Suggested gable roof would have a lot more heat gain & massing. c) "Center door in wall" will lose a row of storage cabinets at northern wall. It is an important design element for storage. [R-7] a) "Deeper window insets" recommendation is hard to achieve. The project plans to integrate Exterior Insulation Finishing System (EIFS) with super (heavy) wall insulation to achieve net-zero- energy design goal if possible. Currently "Dryvit" EIFS with 3" rigid insulation is specified. Per manufacturer, the system does not recommend wood trim around window or door openings, and may void the warranty. The system is much more expensive than the traditional stucco. I believe there should be a balance between green design and the looks. [R -8] a) Expansion joints at 2nd floor line framing break are to be installed in lieu of recommended "belly band trims". I would appreciate and understand if this house is located at large lot with no neighboring fence around, like many houses at East coast. However at Zone R-1/8,000, with 8-ft side setback with 6-ft high fence in between and at front, no one will ever see the full 2-story high element mass from the street except the home owner, due to the fact it is hidden behind 1-story elements, 6 feet high fences & the adjacent neighbors' houses. b) Adding belly band trims will create potential weak links for the water leakage at the connecti ons to rear balcony, roof fascia & gutter. 2 CONCLUSION The proposed project has se v eral one of the be st , if not the best features i n the neighborhood . For example, 1 * Energy efficient, sustainable green design ; 2* Net-zero -energy house ; 3 * Least impermeable area ; 4 * Barrier free (community population diversification); 5 * Drought tolerant landscape; 6 * Self-conta ined site drainage system; 7 * Sound structural arrangement; 8* Respect neighbors' privacy with frosted glass at 2nd floor side yard facing windows . Thi s is a middle clas s moderate house project with high modern quality. It certainly would help to bring up the neighborhood property values. Most of the houses around were built in 1960~1961, and are in sub-s tandard structural condition s. With the outdated designed footing and minimum shear wall capacity, to remodel the existing house is not really a good option, sin ce it probably would not withstand the next big earthquake that is due anytime . The propo sed hou se is 2-story, and 143-sf larger than the adja cent 9 houses. However cons i dering several benefi cial design qualities and the potential improvement to the neighborhood, the project would be a positive addition to the community. 3 This Page Intentionally Left Blank 200 .0 0 NAD_1983_SiatePiane_Callfomia_III_FIPS_0403_Feet Los Gatos IT, GIS Services Town of Los Gatos Site & floor area data are based on Zillow.com 10Q.OO 200.0 Feet 1:1,200 This map is based on GIS Information and rellects the most current information at the time of this printing . The map is intended for reference purposes only and the Town and its stall is not responsible for errors. Attachment-1 This Page 1 ntentionally Left Blank CROSS-HATCH DENOTES E X ISTING 2-STORY HOUSE w/GARAGE DOORS ALL FACING STREET KEY MAP & NEIGHBORING CONTOUR PI..AN N.r.s.(l) Attachment-2 This Page Intentionally Left Blank April 8, 2016 Ms. Jocelyn Puga Community Development Department Town of Los Gatos 1 I 0 E. Main Street Los Gatos, CA 9503 1 RE: 252 Prince Street Dear Jocelyn: ARCH ITE CTURE PLANNING I reviewed the drawings and visited the site. My comments and recomme nda tions are as follows : Neighborhood Context URBAN DESIGN The site is lo cated in an established neighborhood containing predominately o ne-story Ranch Sryle homes in the immediate area of this site with a limited few homes with partial second sto ries . Photos of the si te a nd s urrounding neighborhood are shown on the fo llowi ng page. 7 00 LARKSPUR LANDI NG C IRC L E . SU ITE 199 . LAR KS PUR . CA . 9493 9 EXHIBIT 6 TEL : 415.331.3795 CU GPLA '@PA(HLLL.N L I 252 Prince Street Design Review Comments AprilS, 2016 Page 2 House tmmediately to the left of the site Existing House House tmmedtately to the nght of the site Typical nearby home Typical nearby home Typical nearby home Typical nearby home ~earby home with a second story CANNON DES IGN GROUP 700 LARKSPUR LANDING C IRCL E . SUITE 1 99 . LARKSPUR . CA. 94939 252 Prin ce Suect D esign Review Commem s AprilS, 2016 Page 3 Issues and Concerns This site is located in an older n eighbo rh ood o f mostl y o ne-story h om es. Tho se homes are mo d es t, but well desig ned and mostly h ave a co h erent and sympathetic rela ti onship one to an other. I do not think that t his project, as cu rre ntly pro- p ose d , wo ul d b e a co mfortable fit w ith i ts neigh bors. Rather than designing the ho u se to relate st ro n gly to the scale and ch arac ter of the immedi ate neigh borhood, as set forth in th e Tow n's Reside ntial Desig n G u idelin es, the appl icant ap pea rs to want to sta n d out fro m that s u rro unding enviro nment. A note o n the p ro posed elevations states "There is a nud to im- prove the strutscape from 55 years ago's design". I h at approach is very much counter to the Reside ntial Des ign G uideli nes. Some of the g u ideli nes that one n eeds to co n side r in rev iewi n g t hi s des ign include the fo ll owi ng: 2 .2 .2 Provide front facade articulation similar to those predominant in the neighborhood. • I f facad es alo ng a stree t fro nt are ge nerally simp le, avoid large changes in front wall planes. 2.3.1 Design two story houses in predominantly one story neighborhoods to blend with the smaller homes. Two-story h o u ses may no t b e a p propr ia te for every neigh borhood. For n eigh borh oods dominated by o n e-s tory h om es, an effort should b e mad e to lim it the ho use to one-story in height or to accom m od ated second fl oor s p ace within the exis ting roof. If a two-sto ry house is p roposed in t h is type of a n eigh bo rhood, the h o use sh all be d es ig n ed to blend with the smaller h om es. 2.3.2 Avoid s tructures with height and bulk at front and side setback lines which are significantly greater than those of the adjacent homes. 2.3.4 Use roof forms and pitches that are similar to other houses in the neighborhood. 2.3.7 Minimize the mass of garages. 3.3.2 Height and bulk at front and side setbacks • The d es ign of two story h omes co nstructed adjacent to o ne story houses sho ul d incl ude techniques to min im ize t heir visu al imp ac t and provide tran sitio n s in sca le. 3.4.1 Limit the prominence of garages . • Avo id des ig ns t hat all ow the garage to d o minate t he street faca de 3 .6 .3 Design entries with sensitivity to the surrounding neighborhood. • ... It is often bes t to start the d esign considerati on with an entry typ e (e.g., projecting o r under eave porch ) that is similar to n earby homes. 3.7 .3 Match window materials to the architectural style and to the surrounding neighborhood. • Wood windows are com mon in Los Gatos. Wood is stilt the d es ired ch oice for styles that tradi tionall y use d wo o d . However, tod ay t he re are some window materials, s u ch as viny l clad wood windows th at are not n o - ticea bly d iffe rent from wood at a sh ort distan ce. They may be use d if their vis ual appearance m atch es woo d . • Generally, avoi d metal win dows. They may b e con side red acce p ta bl e fo r a Modern Style house, b ut wou ld be strongly discourage d for all o ther styles. 3 .7.4 Design the windows with attention to matching the traditional details of the architectural style. • Projecting window sill s and heads are strongly enco u raged unless the architectural style would no t normally have those feat u res. • Wood trim is also en couraged o n stucco h ouses unless th e w indow frames are recesse d at least 6 inch es fro m the outsi de face of th e wa ll. The use of stucco covered foa m trim is strongly d iscouraged . CANNO DESIGN GROUP 700 LARKSPUR LANDI NG C IR C LE . SU il E 1 99 . LA RKSPU R . CA . 94939 Some o ther s peci fi c iss ues a re shown on t h e diagrams below. Large roof is not very sensitive to the scale and character of the immed iate neinhlnn•~hl'lonrt Proposed front elevation Fin wall is very much out of character for this immediate neighborhood Fin wall is very much out of character for this immediate neighborhood ·-----------.. Very awkward massing Proposed nghl side elevation n Large roof Is not very sensitive to the scale and character of the immediate neighborhood Not a very sensitive elevation adjacent to one-story home Proposed left s1de elevation 252 Prince Street Design Review Comme nts AprilS, 20 16 Page 4 CANNON D ES IGN G ROUP 7 00 LA K KSPU R LAN D I NG CI RCL E . SUITE 1 99 . LA RK SPUR . CA . 9 4 939 Recomme ndations Revise the el evations to better rel at e to other homes in the immed iate neigh borhoods. Center solar panels on entry recess below over entry fRONT ELEVATI ON RECOMMENDATIONS Add belly band t rim at all two story walls RIC/I f SIDE ELEVATION RECOMMENDAT IONS 01 Add belly band trim at all two story walls II LEFT SIDE [l £VAT/ON RECOMMENDATIONS 252 Prince Street D esign Review Comments AprilS, 20 16 Page 5 Jocely n , pl ease let m e know if you h ave a ny s peci fi c ques ti o ns or need a ny oth e r s pecifi c iss u es addressed . Si ncerely, CAN N ON DESIGN G ROUP 0~~ Larry L. Canno n CANNON DES IGN GROUP 70 0 LARKSPUR LAND ING CIRCLE . SUITE 199 . LA RKSPUR . CA . 94939 This Page Intentionally Left Blank **The notations in red are prepared by Michael Wu Some other speci fi c iss ues are shown on the diagrams below. Large r oof is not very sensitive to the "'""'' ........ and character of the immediate nll>iinhhnool'i r\1\1'1 Pro p ose d front eleva llon Fin wall is very much out of character for this immediate borhood ·-----------.. Very awkward massing Propose d right side el eva llo n Not a very sensitive elevation adjacent to one-story Proposed left stde elevat ton ~ 252 Prince Srreer Design Review Comments April 8, 2016 Page 4 I R-31 **Changed per recommendati on , to delete fin wall **Changed per recommendation , to change roof pitch from proposed 5 :12 to 4 :12 as existing house is now. Lower roof height. RECEIVeO MAY 3 1 Zlll~ TOWN OF LOS GATOS PLANNING DIVISION **Changed per recommendation . Interior space at this location is cut ba ck to flush with 2-story element. Reduce floor area . lower roof he ight & mass. **2-story element at th is wall is cut, further set back from property line. Reduce floor area . CANNON DE SIGN GROUP Attachment-3 7 00 LARK SPUR LANDING CIRC L E . SUITE 199 . LARKSPUR . CA . EXHIBIT 7 252 Prince Street Design Re l'icw Comments April 8, 20 16 Page 5 Recommendations **Did not follow recommendation . Revise the elevations to better relate to oth er hom es in the immedi ate neighoorl l<JOClS. Too many roof penetrations at this a rea (see Sht-A2). Will need to cut & paste solar panels, would not look [~~~::~~~~~~~~~;l~::~~go~o~d roof **Adopt the recommendation to break up the roof@ garage . **Changed design to gable roof Add belly at all i o sto~ RI C/ I I SIDE ELE VA TI ON Rf COMME N DATI ONS R-8 m at all two story walls LEFT SIDE ELEVAT ION RECOMM ENDA1 /0NS @ S-Eievation as suggested **Dryvit EIFS w/3" rigid insulation is expensive. Cost will be a concern for deeper recess, and may be over-engineering **Vertical guardrail @ sloped roof looks odd **It will be the only architectural element in this ranch style neighborhood . **Creates weak c o nnections @ guardrail , ba lcony & sloped roof. **Maintenance concern of water leakage for senior at later old age . **Th is gable roof needs to be parallel to the other roofs to accommodate solar panels. It is the only feasi ble location left **Door centers this wall will lose a row of storage cabinets @ northern wall. It is an important design element for storage. **Ex pansion joints at 2nd floor lin e framing break are to be installed in lieu of belly band trims. **No one will ever see the full 2-story high element mass from the street e xcept the home owner, due to the fact it is hidden behind 1-story elements, 6 feet high fences & the adjacent neighbors' houses. **Adding belly band trims w ill create potential weak links for the water leakage @ the connections to rear balcony, roof fascia & Jocelyn , pl ease let me know if yo u have any speci fic qu es tions or nee d an )Q utter. Sincerely, CANNON DES I GN GROUP Of~~ Larry L. Canno n Attachment-4 CANNON DESIGN G ROUP 700 LARKSPUR LANDING C IRCLE . SU ITE 199 . LARKSPUR . CA . •••••••••• NEW MODIFIED ELEVATIONS ......... . 1. BOTTOM Of ROOF FASOA IS ABOUT la-FT I HIGH FROM DRIVEWAY SURFACE w/DEEP ROOF OVERHANG & SHADOW TO MINIMIZE THE MASS & HEAT GAIN FROM ~ST SUN. SUMMARY OF DESIGN CHANGES 2. DUE TO VARIOUS ROOF P£NETRA TIONS. THIS IS THE ONLY FEASIBLE ROOF AAEA LEFT TO ACCOMMODATE SOLAR PANELS. 1. CHANGE FLOOR PLANS & ELEVATIONS. 3. CONSULTING AACHITECT RECOMMENDED GABLE ROOF FAONG STREET AT THIS LOCATION. HO~R. GABLE ROOF PAAALLEL TO THE STREET IS CHOSEN . THE REASONS ARE, a) TO ACCOMMODATE PV-SOLAR PANaS 2. REDUCE 129sf FLOOR AREA TO 2,479 SF'. ••NOTE: 231 PRINCE HAS 2,486 SF'. 248 PRINCE 2,336 SF b) TO SHADE THE ~ST SUN (GREEN DESIGN) 3. REDUCE 17" ROOF HEIGHT TO 24 '-6" c) TO MINIMIZE THE MASS & GAAAGE DOOR EXPOSUE -4. COMPARING WITH THE SAME SCALE ELEVATIONS BELOW, THIS PROPOSED MOOIFlED GAAAGE ELEVATION IS RELATIVELY MODEST. 4. REDUCE 2-STORY MASS. SET BACK ADDITIONAL 1'-10' FROM NORTHERN PROPERTY UNE. NEIGHBORING HOUSES 1. GARAGE DOOR FAONG STREET IS THE SAME AS PROPOSED PRO.ECT. j-----248 PRlNCE 2. TALL FRONT WALL w,/l,jiNIMUM ROOF OVERHANG, ALMOST NO (t£XT DOOR HOOSE) SHADOW TO SOFTEN THE HEIGHT AND MASSING [[]] B ..., ___________ __ 259PRfNCE (2nd HOUSE ACROSS S1REET 0 SOUTH) ••ALSO (2) REAR NEIGHBORS ARE THE SAME m>E Attachment-S •••••••••• NEW MODIFIED ELEVATIONS •••••••••• OiANGE TO GABLE ROOF AS RECOMMENDED. AS SUGGESTED, CHANGE ROOf PITOi FROM PROPOSED 5:12 TO 4:12 AS EXISTING HOUSE IS NOW. LOYI£R ROOf HEIGHT SOUTH (MODIFIGJ INTERIOR SPACE AT THIS LOCATION IS CUT BAO< TO FLUSH WITH 2-STORY ELEMENT. REDUCE FLOOR AREA. LOYI{R ROOf HEIGHT & MASS. 002-STORY ELEMENT AT THIS WALL IS CUT & FURTHER SET BACK FROM PROPERTY UNE. REDUCE FLOOR AREA. ADO EXPANSION JOINTS AT 2ND FLOOR UNE FRAMING BREAK EAST (MODIFIGJ Attachment-6 NEIGHBORHOOD VISIT REPORT ***Project: 252 PRINCE STEET ***Architecture & Site Application S-15-069 *** Visited neighbors within 200 feet radius ***Prepared by: Michael Wu, 3/2012016 NQ SPOKE NOT NEIGHBOR'S NAME SPOKE 1 -J HOLLY YWHITEHURST 2 -J DAN MELNIC 3 -J YAHAVDINAI 4 -J SHARAD SHARMA 5 '1/ STUART SCURTI 6 '1/ PAUL/JUDY RYGAARD 7 '1/ 8 '1/ BRIAN/SANDRA VICK 9 " MITCH MUSGROVE 10 '1/ 11 -J KHALID MAKHAMREH 12 " RALPH ANTONIO 13 -J 14 -J LEON/RUTH CARRARA 15 '1/ 16 '1/ CARLOS GONZALES 17 -J LARRY ANGLE 18 -J 19 " RODGER DE LA CRUZ NOTES ADDRESS 235 PRINCE 239 PRINCE 243 PRINCE 247 PRINCE 251 PRINCE 255 PRINCE 259 PRINCE 509 ROXBURY 240 PRINCE 244 PRINCE 248 PRINCE 256 PRINCE 515 ROXBURY 521 ROXBURY 525 ROXBURY 249 MATISON 245 MATISON 241 MATISON 237 MATISON VISIT DATE 3/19/2016 3/19/2016 3/19/2016 3/19/2016 3/19/2016 10/31/2015 3/19/2016 3/19/2016 12/1/2015 10/31/2015 3/20/2016 3/20/2016 3/20/2016 RECEIVED I'IA~ 2 1 20l o ";)VVN OF LOS GATOS PLANNING DIVISION REMARKS (Personal impression only} No objection Uke to see Height Pole & Netting No objection No objection No objection No objection Not home (3/19, 20) No objection No objection Not home (3/19, 20) No objecti on No objection Not home (3/19, 20) No objection Not home (3/19, 20) Not home (3/19, 20) No objection Not home (3/19, 20) No objection 1. I had impression that several ne ighbors might not be willing to answer the doors to the stranger. EXHIBIT 8 KEY MAP & NAIGHBORING CONTOUR PI.AN 1"= 7o·(!) Ms. Jocelyn Puga Assistant Planner Town of Los Gatos 110, East Main Street Los Gatos, CA 95030 05/30/2016 Ref: Story Poles on 252 Prince Street Dear Ms. Puga, ... We noticed that story poles were erected at 252 Prince Street last week. They indicate that the owner of the property intends to create a two-story building. We oppose this plan for the following reasons : -The other houses around 252 are all single-story (244, 248, 256, 247, 251 & 255). If 252 Prince Street carries out with its proposed plan, it will change the character of this part of the street in a derogatory way. It will not conform with the rest of the houses and will set a poor precedent. It also will not merge into the arch itectural landscape of this part of our street. -Our house is diagonally opposite and therefore; we will lose privacy in our two front facing bedrooms which i s a big issue. It will also block morning sun shine that we so value. This massive "Me-Mansion" will block the view of the scenic trees that we currently have from our home as well as neighbors' homes. We hope the city will support us to retain a single-story ambiance and charm of the street. Sincerely, Sonia & Sharad Sharma 247, Prince Street Los Gatos, CA 95032 EXHIBIT 9 This Page Intentionally Left Blank GARAGE 1ST FLOOR 2ND FLOOR LEGEND T1 NEW SITE PLAN DEMOLITION SITE PLAN DESCRIPTION OF PROJECT DESIGN PROGRAMMING & CONCEPT PROJECT DATA F.A.R. CALCULATION MAX. FLOOR AREA RATIO (LOS GATOS' FORMULA) ALLOWABLE FLOOR AREA VICINITY MAP SHEET INDEX LEGEND DRIVEWAY VEHICLE BACKUP DIAGRAM NEW IMPERMEABLE AREA CALCULATION 600 SF 1,460 SF RESIDENCE-252 260 256 252 521 515 256 244 241 245 249 525 524 520 516 505 501 264 255 251 247 243 PRINCE STMATTSON AVROX B U R Y L N 252 509 259 240 236235 239 237 233 248 NOTES 509 ROXBURY 259 PRINCE 255 PRINCE 251 PRINCE 247 PRINCE 515 ROXBURY256 PRINCE252 PRINCE (PROJECT)248 PRINCE244 PRINCE240 PRINCE T2 KEY MAP & NAIGHBORING CONTOUR PLAN 2 5CROSS SECTION THROUGH NEIGHBORING PROPERTIES 3 6WEST VIEW- PRINCE STREET EAST VIEW- PRINCE STREET 8 PRINCE STREETMATTSON AVE 4MATTSON AVENUE VIEW 245 MATTSON AVE (REAR NEIGHBOR) 241 245 (REAR NEIGHBOR)OVERHEAD VIEW 252 256 248 249 245 249 (REAR NEIGHBOR)249 MATTSON AVE (REAR NEIGHBOR) 255 251 247 244 241 RESIDENCE-252 T2.1 1OVERALL SITE VIEW (1) 2OVERALL SITE VIEW (2) 3WEST (FRONT) ELEVATION 4WEST (FRONT) ELEVATION 5SOUTH (SIDE) & EAST (REAR) ELEVATION 6EAST (REAR) & NORTH (SIDE) ELEVATION 7NORTH (SIDE) & WEST (FRONT) ELEVATION 9FRONT MAIN ENTRY w/ LANDSCAPE 8FROM DRIVEWAY TO FRONT ENTRY RESIDENCE-252 T3 SHADOW STUDY DIAGRAM (JUN-21)SHADOW STUDY DIAGRAM (DEC-21) NOTES RESIDENCE-252 LEGEND ABBREVIATIONS GRADING & DRAINAGE PLAN C2RESIDENCE-252GRADING QUANTITIESLEGENDABBREVIATIONS FRENCH DRAIN DRIVEWAY PERMEABLE PAVER C2.1 DNS ROUND GRATE w/SPEE-D BASINDOWNSPOUT+CATCH BASIN+PERFORATED PIPE DNS 9" CATCH BASIN @ DOWNSPOUT 4" MIN. 17" MIN.4" MIN.9 38" SQ. WIDTH 10 18" DEPTH9 38" SQ. WIDTH 10 18" DEPTH15 14 10 11 12 8DRY CREEK BED FENCE @ RETAING WALL w/CONC GUTTERLOW CONC. WALL 16 2CONCRETE CURB & GUTTER 4CONCRETE DRIVEWAY 9 RESIDENCE-252CATCH BASIN w/SUMP PUMP 6 LANDSCAPE PLAN A A1 FIRST FLOOR PLAN SECOND FLOOR PLAN GENERAL NOTES RESIDENCE-252 A1.1 2nd FLOOR REFLECTED CEILING PLAN GENERAL NOTES 9 10 11 WINDOW SILL WINDOW HEAD WINDOW JAMB RESIDENCE-252 A2 SOUTH ELEVATION NORTH ELEVATION KEYED NOTES WEST ELEVATION EAST ELEVATION SECTION (W-E THROUGH GARAGE)A GENERAL NOTES RESIDENCE-252 A2.1 SOUTH ELEVATION NORTH ELEVATION WEST ELEVATION EAST ELEVATION LEGEND (PAINT)RESIDENCE-252