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Attachment 11
ORDINANCE NO. Draft Ordinance: subject to modification by Town Counci l based on deliberations and direction ORDINANCE OF THE TOWN OF LOS GATOS AMENDING THE TOWN CODE EFFECTING A ZONE CHANGE FROM CH TO CH:PD FOR PROPERTY AT 16212 LOS GATOS BOULEVARD (APNs 523-06-010 AND 523-06-011) THE TOWN COUNCIL OF THE TOWN OF LOS GATOS DOES ORDAIN AS FOLLOWS : SECTION I The Town Code of the Town of Los Gatos is hereby amended to change the zoning on property at 16212 Los Gatos Boulevard (Santa Clara County Assessor Parcel Numbers 523-06- 010 and 523-06-0 11 ) as shown on the map attached hereto as Exhibit A , and is part of this Ordinance, from CH (Restricted Highway Commercial) to CH:PD (Restricted Highway Commercial, Planned Development). SECTION II The PD (Planned Development Overlay) zone established by thi s Ordinance authori zes the following construction and use of improvements: 1. Removal of existing site improvements. 2. Construction of 10 market rate s ingle-family detached residences . 3. Provi sion of one low income BMP unit. 4. Landscaping, private street, parking and other improvements shown and required on the Official Development Plans. 5. Uses permitted are those specified in the CH (Restricted Highway Commercial) zone by Sections 29.60.420 (Permitted Uses) and 29.20.185 (Conditional Uses) of the Zoning Ordinance, as those sections exist at the time of the adoption of thi s Ordinance, or as they may be amended in the future. However, no u se li sted in Section 29.20.185 is allowed unless specifically authorized by this Ordinance, or by a Conditional Use Permit. ATTACHMENT 11 Page 1 of23 SECTION III COMPLIANCE WITH OTHER DEVELOPMENT STANDARDS All provisions of the Town Code apply, except when the Official Development Plan specifically shows otherwise. SECTION IV Architecture and Site approval is required before construction and site improvement construction work is performed, whether or not a permit is required for the work and before any permit for construction is issued. Construction permits shall only be in a manner complying with Section 29.80.130 of the Town Code. SECTION V The attached Exhibit A (Map), and Exhibit 8 (Official Development Plans) noted as Attachment 10 of the report to the Town Council for the meeting of April 19 2016, are part of the Offici al Development Plan. The following performance standards must be complied with before issuance of any grading, or construction permits: TO THE SATISFACTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT: Planning Division 1. OFFICIAL DEVELOPMENT PLANS. The Official Development Plans provided are conceptual in nature. Final building footprints and building designs shall be determined during the Architecture and Site approval process. Colors and building materials shown on the Official Development Plan are not approved and shall be reviewed during the Architecture and Site approval process. 2. 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. Page 2 of23 3. ARCHITECTURE AND SITE APPROVAL REQUIRED . Separate Architecture and Site (A&S) application approval will be required for each of the new residences. Architectural details, shall be refined as part of this process with input from the Town's Architectural Consultant. The Development Review Committee shall be the deciding body for the Architecture and Site applications. 4. SUBDIVISION REQUIRED. A tentative map application shall be approved and recorded for the project prior to the issuance of building permits. The Development Review Committee may be the deciding body of the tentative map. 5. BELOW MARKET PRICE (BMP) UNITS. The developer shall provide one (1) BMP unit , within the project. The BMP unit will be sold to one low income recipient through the Town's BMP Program. 6. DEED RESTRICTION . A deed restriction shall be recorded prior to the issuance of any building permits, stating that the BMP residence must be purchased and maintained as a below market price unit pursuant to the Town 's BMP Ordinance and requirements. The developer shall enter into a Below Market Price Agreement with the Town prior to issuance of building permits . 7. FINAL LANDSCAPE PLAN. A final landscape plan shall be reviewed by the Town's Consulting Landscape Architect and approved as part of the Architecture and Site process. Minimum tree size at time of planting shall be 24-inch box. 8. WATER CONSERVATION ORDINANCE REQUIREMENT. The proposed landscaping 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 plans are submitted for review prior to the issuance of a building permit. 9. SETBACKS. Minimum setbacks are as shown on the Official Development Plans. Setbacks may not be reduced to less than what is shown on the Official Development Plans. 10. BUILDING HEIGHT. The maximum height of the new residences shall be 30 feet. Page 3 of23 11. HOUSING SIZE. No additional square footage shall be permitted for any of the new residences. 12. GREEN BUILDING. The new residences shall be designed to achieve compliance with GreenPoint Rated Standards for green building certification. The GreenPoint checklist shall be completed by a Certified Green Building Professional and submitted to the Town prior to issuance of a building permit. 13. ACCESSORY STRUCTURES. Any accessory structures shall be governed by Section 29.40.015 of the Town Code. 14. OUTDOOR LIGHTING. All exterior building and outdoor lighting shall be shielded and directed away from neighboring properties, to shine on the project site only. Lighting shall be the minimum needed for pedestrian safety and security. Lighting specifications shall be reviewed as part of the Architecture and Site process. 15. AESTHETICS MITIGATION MEASURE AES-1. Prior to approval ofthe Planned Development, the applicant shall review the design review comments prepared by Canon Design Group and revise the project plans to comply with the Town's Residential Design Guidelines and General Plan goals and policies. Revised project plans will be subject to the Town's design review process . 16. AIR QUALITY MITIGATION MEASURE AQ-1. To limit the project's construction- related dust, criteria pollutant, and precursor emissions, the following BAAQMD- recommended Basic Construction Mitigation Measures shall be implemented: a. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas , and unpaved access roads) shall be watered two times per day. b. All haul trucks transporting soil, sand, or other loose material off-site shall be covered. c. All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited. d. All vehicle speeds on unpaved roads shall be limited to 15 mph. e. All roadways , driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used. Page 4 of23 f. Idling times shall be minimized either by shutting equipment off when not in u se or reducing the maximum idling time to 5 minutes (as required by the California g. airborne toxics control measure Title 13 , Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points. h . All construction equipment shall be maintained and properly tuned in accordance with manufacturer's specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. 1. A publicly visible sign with the telephone number and person to contact at the Lead Agency regarding dust complaints shall be posted at the site. This person shall respond and take corrective action within 48 hours. The Air District's phone number shall also be visible to ensure compliance with applicable regulations. 17 . BIOLOGICAL RESOURCES MITIGATION MEASURE BI0-1. If noi se generation, ground disturbance, vegetation removal , or other construction activities begin during the nesting bird season (February 1 to August 31 ), or if construction activities are suspended for at least two weeks and recommence during the nesting bird season, then the project developer shall retain a qualified biologi st to conduct a pre-construction survey for nesting bird s. The survey shall be performed within suitable nesting areas o n and adjacent to the site to ensure that no active nests would be disturbed during project implementation. This survey shall be conducted no more than two weeks prior to th e initiation of construction activities. A report documenting survey results a nd plan for active bird nest avoidance (if needed) shall be completed by the qualified bi olog ist and submitted to the Town of Los Gatos for approval prior to initiation of construction activities. • If no active bird nests are detected during the survey, then construction activities can proceed as scheduled. However, if an active bird nest of a native s pecies is detected during the survey, then a plan for active bird nest avo idance shall b e prepared to determine and clearly delineate a temporary protective buffer area around each active nest, with buffer area size depending on the nesting bird species, existing s ite conditions, and type of proposed construction activities. The protective buffer area around an active bird nest is typicall y 75-250 feet , Page 5 of23 determined at the discretion of the qualified biologist and in compliance with any applicable project permits. • To ensure that no inadvertent impacts to an active bird nest will occur, no construction activities shall occur within the protective buffer area(s) until the juvenile birds have fledged (left the nest), and there is no evidence of a second attempt at nesting, as determined by the qualified biologist. 18. CULTURAL RESOURCES MITGATION MEASURE CR-1. In the event that any potentially significant archaeological resources (i.e., potential historical resources or unique archaeological resources) are discovered, the contractor shall stop work within 50 meters (about 160 feet) of the find until the find can be evaluated by a qualified archaeologist. If the find is determined to be significant, notification shall be made and appropriate mitigation measures shall be developed and implemented with the concurrence of the Town. 19. CULTURAL RESOURCES MITGATION MEASURE CR-2. Ifhuman remains are found during construction activities, no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent human remains until the archeological monitor and the coroner of Santa Clara County are contacted. If it is determined that the remains are Native American, the coroner shall contact the Native American Heritage Commission within 24 hours. The Native American Heritage Commission shall identify the person or persons it believes to be the most likely descendent (MLD) from the deceased Native American. The MLD may then make recommendations to the landowner or the person responsible for the excavation work, for means of treating or disposing of, with appropriate dignity, the human remains and associated grave goods as provided in Public Resources Code section 5097.98. The landowner or his authorized representative shall rebury the Native American human remains and associated grave goods with appropriate dignity on the property in a location not s ubject to further disturbance if: a. The Native American Heritage Commission is unable to identify a MLD or the MLD failed to make a recommendation with-in 24 hours after being notified b y the Commission; Page 6 of23 b. The descendent identified fails to make a recommendation; or c. The landowner or his authori zed representative rejects the recommendation of the descendent, and the mediation by the Native American Heritage Commission fails to provide measures acceptable to the landowner. 20 . HAZARDS AND HAZARDOUS MATERIALS MEASURE HAZ-1. The applicant shall retain a qualified contractor to conduct a visual inspection/pre-demolition survey, and sampling if determined necessary by the qualified contractor, prior to the demolition of the structure, to determine the presence of asbestos-containing materials . All potentially friable asbestos-containing materials, if present, shall be removed under a permit from the Bay Area Air Quality Management District in accordance with National Emissions Standards for Hazardous Air Pollutants guidelines prior to building demolition or renovation that may disturb the materials. All demolition activities shall be undertaken in accordance with Cal/ OSHA standards, contained in Title 8 of the California Code of Regulations, Section 1529. Materials containing more than one percent asbestos are also subject to air district regulations contained in air district Regulation 11, Rule 2. 21. TREE REMOVAL PERMIT . A Tree Removal Permit shall be obtained for trees approved for removal prior to the issuance of demolition or grading permits. 22 . REPLACEMENT TREES. New trees shall be planted to mitigate the loss of trees being removed. The number of trees shall be determined using the canopy replacement table in the Tree Protection Ordinance. New trees shall be double staked and shall be planted prior to final inspection and issuance of occupancy permits. If the required number of replacement trees cannot be accommodated on the project site, the applicant may pay an in-lieu fee for any trees that are not planted. 23. TREE FENCING . Protective tree fencing shall be placed at the drip line of existing trees that are to be retained , and shall remain through all phases of grading and construction. Fencing shall be six foot high cyclone attached to two-inch diameter steel posts drive 18 inches into the ground and spaced no further than 10 feet apart. Include a tree protection fencing plan with the construction plans. 24. CC&R's. A copy of the CC&R's shall be submitted for review and approval by the Town Attorney, Engineering Division and Planning Division prior to map recordation. Page 7 of23 25. RECYCLING. All wood, metal, glass and aluminum materials generated from demolition work shall be deposited to a company which will recycle the materials. Receipts from the company(s) accepting these materials, noting type and weight of material, shall be submitted to the Town prior to the demolition inspection. 26. FINAL UTILITY LOCATIONS. The applicant shall submit plans showing the final locations and screening of all exterior utilities, including but not limited to , backflow preventers, Fire Department connections, transformers, utility boxes and utility meters. Utility devices shall be screened to the satisfaction of the Director of Community Development. The plans shall be submitted for review and approval prior to issuance of building permits for new construction. 27. NOISE MITGATION MEASURE NOl-l. The applicant shall have an acoustical consultant review the construction design details and materials to ensure that appropriate noise control measures are incorporated into the project so noise levels in exterior living areas and interiors of all proposed residences would be reduced to "normally acceptable" levels , as determined by the Town's Noise Element. The acoustical consultant shall review the construction plans, building elevations, and floor plans prior to construction to calculate expected interior and exterior noise levels and ensure compliance with Town policies and state noise regulations . • If determined necessary by the construction-level acoustical analysis , appropriate building construction techniques including sound-rated windows, doors, and building fayade treatments including sound rated wall construction, acoustical caulking, etc., shall be required for residential units facing public streets. Building sound insulation requirements shall include the provision of forced-air mechanical ventilation for all residential units, so that windows could be kept closed at the occupant 's discretion to control noise. 28. NOISE MITGATION MEASURE NOI-2 . The following language shall be included on any permits issued for the project site. a. Noise-generating construction activities shall be limited to weekdays between 8 AM and 8 PM and weekends and holidays between 9 AM and 7 PM; b. Equip all internal combustion engine-driven equipment with mufflers , which are in good condition and appropriate for the equipment; Page 8 of23 c. Prohibit all unnecessary idling of internal combustion engines; and d. Utilize "quiet" models of air compressors and other stationary noise sources where feasible technology exists. Building Division 29. PERMITS REQUIRED. A Demolition Permit is required for any demolition work necessary for the project and a Building Permit is required for construction of each of the new residences and detached garages. Separate permits are required for electrical, mechanical , and plumbing work as necessary. 30. SIZE OF PLANS. Submit four sets of construction plans, maximum size 24 " x 36". 31. CONDITIONS OF APPROVAL. The Performance Standards and any subsequent 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 will be addressed. 32. DEMOLITION REQUIREMENTS. Obtain a Building Department Demolition Application and a Bay Area Air Quality Management 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 J# Certificate, PG&E verification, and three (3) sets of site plans to include 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. 33. STREET NAMES & HOUSE NUMBERS. Requests for new street name and house numbers must be submitted to the Building Division prior to application for building permits . 34. 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. 35. SHORING. Shoring plans and calculations will be required for all excavations which exceed four (4) feet in depth or which remove lateral support from any existing building, Page 9 of23 adjacent property or the public right-of-way. Shoring plans and calculations shall be prepared by a Californi a licensed engineer and shall conform to the Cal/OSHA regulations. 36 . 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, on-site retaining wall locations, and elevations have been prepared according to 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 37. RESIDENTIAL TOWN ACCESSIBILITY STANDARDS. The residences shall be designed with adaptability features for multiple family residences per Town Resolution 1994-61: a. Wood backing (2 " x 8" minimum) shall 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 installation of grab bars. b. All passage doors shall be at least 32-inches wide on the accessible floor. c. Primary entrance shall 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. 38. TITLE 24 ACCESSIBILITY. On-site parking facilities shall comply with the latest California Title 24 Accessibility Standards. Work shall include, but not be limited to, on- site general path of travel accessibi lity to building entrances from parking facilities and sidewalks. 39. TITLE 24 ENERGY COMPLIANCE. All required California Title 24 Energy Compliance Forms must be blue-lined on the plans. Page 10 of23 40. BLUEPRINT FOR CLEAN BAY. 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 San Jose Blue Print for a fee or online at www.losgatosca.gov/building. 41 . 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 plans if a backwater valve is required and the location of the in stallation. 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 ofthe next upstream manhole. 42. PLANS. The construction plans shall be prepared under the direct supervision of a licensed architect or engineer. (Business and Professionals Code Section 5538). 43. SPECIAL INSPECTIONS. When a special inspection is required by CBC Secti on 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.losgatosca.gov/building. 44. APPROVALS REQUIRED. The project requires the following departments and agencies approval before issuing a building permit: a. Community Development -Planning Division b. Engineering/Parks & Public Works Department c. Santa Clara County Fire Department d . West Valley Sanitation District 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 District 45. HOUSING ACCESSIBILITY. The project shall comply with the Housing Accessibility requirements of2007 California Building Code Chapter 11A. Page 11 of23 TO THE SATISFACTION OF THE DIRECTOR OF PARKS & PUBLIC WORKS: Engineering Division 46. 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 str~et will not be allowed unless an encroachment permit is issued. The Developer'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 Developer's expense. 47 . 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. 48. ENCROACHMENT PERMIT: All work in the public right-of-way will requtre a Construction Encroachment Permit. All work over $5,000 will require construction security. It is the responsibility of the Applicant/Developer 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, and 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 a building permit. 49. PUBLIC WORKS INSPECTIONS : The Developer 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 rejection of work that went on without inspection. 50. RESTORATION OF PUBLIC IMPROVEMENTS: The Developer shall repair or replace all existing improvements not designated for removal that are damaged or removed because of the Developer's operations. Improvements such as , but not limited to : curbs, gutters, sidewalks, driveways, signs, pavements, raised pavement markers, Page 12 of23 thermoplastic pavement markings, etc., shall be repaired and replaced to a condition equal to or better than the original condition. Any new concrete s hall 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 so le expense and no additional compensation shall be allowed therefore. Existing impro vement 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 Developer shall request a walk-through with the Engineering Construction Inspector before the start of construction to verify existing conditions. 51. STREET/SIDEWALK CLOSURE: Any proposed blockage or partial .closure of the street and/or sidewalk requires an encroachment permit. Special provi sions such as limitations on works hours , protective enclosures, or other means to facilitate public access in a safe manner may be required. 52. 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. 53. INSPECTION FEES: Inspection fee s shall be deposited with the Town prior to the issuance of any permits or recordation of the Final Map. 54. PLANS AND STUDIES: All required plans and studies shall be prepared b y a Regi stered Professional Engineer in the State of California, and s ubmitted to the Town Engineer for review and approval. 55. GRADING PERMIT: A grading permit is required for all s ite grading and drainage work except for exemptions listed in Section 12.20.015 of the Town Code (Grading Ordinance). The grading permit application and plans shall be made to the Engineering Divi sion of the Parks and Public Works Department located at 41 Miles Avenue. The grading plans shall include final grading, drainage , retaining wall location, driveway, utilities and interim erosion control. Grading plans shall li st earthwork quantities and a tabl e 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. Page 13 of23 56. DRAINAGE STUDY: Prior to the issuance of any grading permits, submit drainage calculation for the proposed onsite storm drainage system and connection to the public mam. 57 . TREE REMOVAL: A tree removal permit is required prior to the issuance of a grading or building permit, whichever comes first. 58. RETAINING WALLS : A building permit, issued by the Building Department at 110 E . Main Street, may be required for on-site retaining walls. On-site walls are not reviewed or approved by the Engineering Division ofParks and Public Works. 59 . FINAL MAP: A final map is required. Two copies of the final map shall be submitted to the Engineering Division of the Parks & Public Works Department for review and approval. Submittal shall include closure calculations, title reports and the appropriate fee. The map shall be recorded before any permits for new construction are issued. 60. WEST VALLEY SANITATION DISTRICT: All sewer connection and treatment plant capacity fees shall be paid either immediately prior to the recordation of any subdivision or tract maps with respect to the subject property or properties, or immediately prior to the issuance of a sewer connection permit, which ever event occurs first. Written confirmation of payment of these fees shall be provided prior to map recordation. 61. DEDICATIONS: The following shall be dedicated on the final map. The dedication shall be recorded before any permits are issued: a. Sidewalk Easement to cover the new proposed sidewalk. b. Public Utility Easement , Private Utility Easement, Private Ingress/Egress Easement, and Private Storm Drainage Easement as shown on the map. c. Emergency Access Easement for access onto the private road. 62. DEMOLITION: The existing building shall be demolished prior to recordation of the parcel map affected by this existing building. 63. 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 reports shall be signed and "wet stamped" by the engineer or geologist , in conformance with Section 6735 of the California Business and Professions Code. Page 14 of23 64. SOILS MITIGATION MEASURE: The geotechnical study shall provide recommendations for site grading as well as the design of foundations, retaining walls, concrete slab-on-grade construction, excavation, drainage, on-site utility trenching and pavement sections . All recommendations of the investigation shall be incorporated into project plans. 65. SOILS REVIEW: Prior to issuance of any permit, the applicant's engineers shall prepare and submit a design-level geotechnical/geological investigation for review and approval by the Town. The applicant's soils 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. The applicant's soils engineer 's approval shall then be conveyed to the Town either by letter or by signing the plans. 66. SOILS ENGINEER CONSTRUCTION OBSERVATION: During construction, all excavations and grading shall be inspected by the applicant's soils engineer prior to placement of concrete and/or backfill so they can verify that the actual conditions are as anticipated in the design-level geotechnical report, and recommend appropriate changes in the recommendations contained in the report, if necessary. The results of the construction observation and testing should be documented in an "as-built" letter/report prepared by the applicants' soils engineer and submitted to the Town before final release of any occupancy permit is granted. 67. SOIL RECOMMENDATIONS: The project shall incorporate the geotechnical/geological recommendations contained in the Geotechnical Feasibility Proposed Residential Development 16212 Los Gatos Boulevard by Milstone Geotechnical, dated June 9, 2014, 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. 68 . JOINT TRENCH PLANS: Joint trench plans shall be reviewed and approved by the Town prior to recordation of a map. The joint trench plans shall include street and/or site lighting and associated photometries . A letter shall be provided by PG&E stating that public street light billing will by Rule LS2A, and that private lights shall be metered with billing to the homeowners association . Pole numbers, assigned by PG&E, shall be clearly delineated on the plans. Page 15 of23 69. PUBLIC IMPROVEMENTS: The following improvements shall be installed by the Developer. Plans for those improvements shaH be prepared by a California registered civil engineer, reviewed and approved by the Town, and guaranteed by contract, Faithful Performance Security and Labor & Materials Security before the issuance of a building permit or the recordation of a map. The improvements must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued . a. Los Gatos Boulevard: Construct new curb, gutter, and detached sidewalk with park strip. b. Shannon Road: 1. Construct new curb, gutter, driveway, and detached sidewalk with park strip. n. Re-stripe to maintain existing right turn lane, provide an extended left turn lane, and add a green bike lane along the frontage from property line to Los Gatos Boulevard. A sidewalk easement near the corner of the intersection may be required to accommodate these improvements. c. Los Gatos Boulevard/Shannon Road Intersection: 1. Modify the northeast corner of the intersection and instaH pedestrian crosswalk signal for crossing from the pork-chop island to the sidewalk at the project corner. u. Construct a curb ramp in compliance with ADA standards. 70. SUBDIVISION IMPROVEMENT AGREEMENT: The Applicant shall enter into an agreement to construct public improvements in accordance with Town Code Section 24.40.020. The applicant shaH supply suitable securities for aH public improvements that are part of the development in a form acceptable to the Town in the amount of 100% (performance) and 100% (labor and materials) prior to issuance of any permit. Applicant shall provide two (2) copies of documents verifying the cost of the public improvements to the satisfaction of the Engineering Division of the Parks & Public Works Department. 71. WATER DESIGN : Water plans prepared by SJWC must be reviewed and approved prior to issuance of any permit. 72 . UTILITIES: The Developer shaH install all new, relocated, or temporarily removed utility services, including telephone , electric power and aH other communications lines Page 16 of23 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 television 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. 73. FENCING: Any fencing proposed within 200-feet of an intersection shall comply with Town Code Section §23 .1 0.080. 74. SIGHT TRIANGLE AND TRAFFIC VIEW AREA: Any proposed improvements, including but not limiting to trees and hedges, will need to abide by Town Code Sections 23.10.080, 26.10.065, and 29.40.030. 75. TRAFFIC IMPACT MITIGATION FEE: The Developer shall pay the project's proportional share of transportation improvements needed to serve cumulative development within the Town of Los Gatos . The fee amount will be based upon the Town Council resolution in effect at the time the building permit is issued. The fee shall be paid before issuance of a building permit. The traffic impact mitigation fee for this project shall be calculated from the final plans using the current fee and rate schedules in effect at the time the building permit is issued, using a trip generation rate based on the comparison of existing and proposed uses. 76. 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 which abuts property in a residential zone without prior to approval from the Town Engineer. 77. HAULING OF SOIL: Hauling of soil on-or off-site shall not occur during the morning or evening peak periods (between 7:00 a.m. and 9:00 a.m. and between 4:00 p.m. and 6:00p.m.). Prior to the issuance of a building permit, the Developer 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 soil is hauled on or off of the project site. This may include, but is not limited to provisions for the Developer/Owner to place construction notification signs noting the dates and time of construction and hauling activities, or providing additional traffic control. Coordination Page 17 of23 with other significant projects in the area may also be required. All trucks transporting materials to and from the site shall be covered. 78. 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 of 8:00 a.m. to 8:00 p .m ., weekdays and 9:00a.m. to 7:00p.m. weekends and holidays. The Town may authorize, on a case-by-case basis, alternate construction hours . The Applicant/Subdivider shall provide written notice twenty-four (24) hours in advance of modified construction hours. Approval of this request is at discretion of the Town. 79. CONSTRUCTION NOISE: Between the hours of 8:00a.m. to 8:00p.m., weekdays and 9:00 a.m . to 7:00 p.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. 80. CONSTRUCTION MANAGEMENT PLAN: The Applicant shall submit a construction management plan that shall incorporate at a minimum the Earth Movement Plan, Traffic Control Plan , Project Schedule, site security fencing, employee parking, construction staging area, construction trailer, and proposed outhouse locations. 81. 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 location specify by the Town. 82 . SITE DESIGN MEASURES: All projects shall incorporate one or more of 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. Page 18 of23 83. LANDSCAPING: In finalizing the landscape plan for the biotreatment area, it is recommended that the landscape architect ensure that the characteristics of the selected plants are similar to those of the plants listed for use in bioretention areas in Appendix D of the SCVURPPP C.3 Storm water Handbook. 84. 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 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 of blowing dust for the duration of the project. Watering on public streets shall not occur. Streets will 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 late-afternoon watering to minimi ze the effects of blowing dust. All public streets so iled 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 25 MPH. All trucks hauling soil, sand, or other loose debris shall be covered. 85. CONSTRUCTION ACTIVITIES: All construction shall conform to the latest requirements of the CASQA Stormwater 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. 86. 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 Page 19 of23 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 1 0' minimum from adjacent property line and/or right of way. 87. STORM WATER MANAGEMENT PLAN: A storm water management shall be included with the grading permit application per the amended provisions C .3 of the Municipal Regional Stormwater NPDES Permit, Order R2-2015 -0049, NPDES Permit No. CAS612008. The p lan shall delineate source control measures and BMPs together with the sizing calculations. The plan shall be certified by a professional pre-qualified by the Town. In the event that the storm water measures proposed on the Planning approval differ significantly from those certified on the Building/Grading Permit, the Town may require a modification of the Planning approval prior to release of the Building Permit. The Applicant may elect to have the Planning submittal certified to avoid this possibility. 88. STORM WATER MANAGEMENT PLAN CERTIFICATION: Certification from the biotreatment so ils prov ider is required and shall be given to Engineering Division Inspection staff a minimum of thirty (30) days prior to delivery of the material to the job site. Additionally deliver tags from the soil mix shall also be provided to E ngineering Division Inspection staff. Sample Certification can be found here: h ttp ://www.scvurppp-w2k.com/nd wp.shtml ?zoo m highlight=BIOTREA TMENT +SOIL 89. AGREEMENT FOR STORMWATER BEST MANAGEMENT PRACTICES INSPECTION AND MAINTENANCE OBLIGATIONS: The property owner/homeowner's association shall enter into an agreement with the Town for maintenance of the stormwater filtration devices required to be installed on this project by the Town's Stormwater Discharge Permit and all current amendments or modifications. The agreement shall specify that certain routine maintenance shall be performed by the property owner/homeowner's association and shall s pecify device maintenance reporting requirements. The agreement shall also specify routine inspection requirements, permits and payment of fees. The agreement shall be recorded, and a copy of the recorded agreement shall be submitted to the Engineering Divi s ion of the Parks and Public Works Department, prior to the release of any occupancy permits. Page 20 of23 90 . 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 washed into the Town 's storm drains . 91. 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 unle ss an encroachment permit is issued by the Engineering Division . The adjacent public right-o f - 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 developer'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 developer's expense. 92. UTILITY COMPANY REVIEW: Letters from the electric, telephone, cable, and trash companies indicating that the proposed improvements and easements are acceptable shall be provided prior to recordation of the final map. TO THE SATISFACTION OF THE SANTA CLARA COUNTY FIRE DEPARTMENT: 93 . AUTOMATIC FIRE SPRINKLER SYSTEM. Approved automatic fire sprinklers are required for all new residences. A State of California licensed (C-16) fire protection contractor shall submit plans , calculations a completed permit application and appropriate fees to the Fire Department for review and approval, prior to beginning work . 94 . POT ABLE WATER SUPPLIES. Potable water supplies shall be protected from contamination caused by fire protection water supplies. The applicant shall contact the providing water purveyor and shall comply with all requirements of that purveyor. The fire sprinkler system shall be designed in compliance with water purveyor requirements; final approval of the system will not be granted by the Fire Department until written confirmation is received from the water purveyor. Page 21 of23 95. PUBLIC FIRE HYDRANT(S) REQUIRED. Provide public fire hydrant(s) at location(s) to be determined jointly by the Fire Department and San Jose Water Company. Maximum hydrant spacing shall be 600 feet , with a minimum single hydrant flow of 1,500 GPM at 20 psi , residual. Fire hydrants shall be provided along required fire apparatus access roads and adjacent public streets. 96. FIRE LANE MARKING. Fire apparatus roads, driveways and access ways shall not be marked as fire lanes without first obtaining Fire Department approval. Fire lanes shall be identified by red curb marking, signage or roadway surface marking. 97 . TIMING OF WATER SUPPLY INSTALLATIONS. Installations ofrequired fire services and fire hydrant(s) shall be tested and accepted by the Fire Department prior to the start of framing or delivery of combustible materials, except when approved alternate methods of protection are provided . Temporary street signs shall be installed at each street intersection when construction of roadways allows passage by vehicles . 98. PREMISE IDENTIFICATION. Approved numbers or addresses shall be placed on all new and buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background . Page 22 of23 SECTION VI This Ordinance was introduced at a regular meeting of the Town Council of the Town of Los Gatos on ____ , 2016, and adopted by the following vote as an ordinance of the Town of Los Gatos at a meeting of the Town Counci l of the Town of Los Gatos on ____ , 2016 and becomes effective 30 days after it is adopted. COUNCIL MEMBERS: AYES: NAYS: ABSENT: ABSTAIN: ATTEST: SIGNED: MAYOR OF THE TOWN OF LOS GATOS LOS GATOS, CALIFORNIA CLERK ADMINISTRATOR OF THE TOWN OF LOS GATOS LOS GATOS, CALIFORNIA ' DFV ()J l>S 2(ilh l ( fli(2J::.<! lC~ Page 23 of23 This Page Intentionally Left Blank BLOSSOM HILL RO 16212;Los,Gatos Boulev"rd . / / ). /-LI l7 \�7/ ?`��L l I I I ! '1G•w.r TOWN OF LOS GATOS Application No. PD-14-001 A.P.N. # 523-06-010 and 011 Change of zoning map amending the Town Zoning Ordinance. ® Zone Change ❑ Prezoninci Forwarded by Planning Commission Approved by Town Council Date: Clerk Administrator From: CH To: CH:PD N Date: February 24, 2016 Ord: Mayor EXHIBIT A of Attachment 11 This Page Intentionally Left Blank V C N A 0 PLANNED UNIT DEVELOPMENT FOR 11 SINGLE FAMILY RESIDENCES AND 1 COMMON LOT \-,_ -, (----fi ......„ _____ yyam�..� >,,,.r _�.- ----_-__-_ . �� -a- - •. is ._ �, . _ -_ - -ter ""1 op ,..._ _ + 1 _ ..- - __ n „.,:.=, -....„ sI. „.-7...= ,_____ t ,.____s_ ______ -- - t 1 1 �I i t ' 4 .ter • -- -_ _ I vs ea = 11 I i - 1.' i �, , (,I 11) ., 11w ,�4.-%. R r 4i ^ A �� 4 7� _ _ - P- ____�.-��_�i 1r_ d�.� I� irl Lei • xti "� M. ,->ry _ - 1 --.%'.'' _ ^ ' f �- - a - ,l. 4 �� . � �a.... ,. I ice- _ •. F- 4'.;,, . � j � • III ,., 1 _ 14 /i - � I�. A .. , - ' Y!;-L t , I� � � 3 �w ` a � ° 1 1 4 -.± _ 5 ' 10 `�� -:�.-R�.-'- _ -'" ` ithi - -- -_ - •. '� j' i I ~ - a ,•liiit ir�- =! ARi .e . L-- - - C I -- rr_ •., - le" a .* ,7furpr _ . r 4I jI• rr , ,,_-_ - '.q . 1l.` - - - _- - ' 1 . ...,¢�I _,j- - - - - - _ --- a'-'� __--- f, _______1__ I - iiimin6,_ 111111lialr--1-....-w _ 1 6212 LOS GA OS BLVD•, LOS GA OS, CA VICINITY MAP SHEET INDEX PROJECT TEAM a a�r7kR r" m 6 � t% 3 IANw"` m " ARCHITECTURAL GEOTECHNICAL ENGR. OWNER Milstone Geotechnical ,,,, Q 4 w - •i. �farh+tc ks � ... ..Y^ u A0.0 COVER SHEET A0.1 CONDITIONS OF APPROVAL A0.3 EXTERIOR PERSPECTIVES - - 17020 Melody Lane Los Gatos, CA 95033 -4114. _ 19 RImPiJ L.hQ.. e•ooccr 1ad1 = • ,A,„,,,,,,h„o, tlemenlay Schnnl q . i"r v�mail: �na-afll,, T ro47 z b ' ` Q T V, - Q'"� �' zY. D .,,,�,s. Y �° = �; Y r 4'*t.�a,_,,,�rrl,�n,� F00br4aksa+wrl -. c ,,,_*.,,,,, A0.4A SOLAR STUDY JUNE 21 ST A0.4B SOLAR STUDY DECEMBER 21 ST A0.5 EXISTING BUILDING TO BE REMOVED Al .0a SITE PLAN - UPPER LEVEL AlA1.0b SITE PLAN - LOWER LEVEL Al .1 LAND USE PLAN A2.1A BUILDING A FLOOR PLANS A2.1B BUILDING B FLOOR PLANS A2.1C BUILDING C FLOOR PLANS A2.1 D BUILDING D FLOOR PLANS A3.0 ELEVATIONS A3.1 ELEVATIONS A3.2 ELEVATIONS A3.3 ELEVATIONS A3.4 ELEVATIONS Attn: Barry Milstone iiiii ph: 408-353-5528 fx: 408-353-9690 SUSTAINABLE DEVELOPMENT bsm@milstonegeo.com g dlblal 16212 Los Gatos Boulevard, LLC 17066 Melody Lane LANDSCAPE ARCHITECT Los Gatos, CA 95033 Design Focus Landscape Architecture and Construction phone: 408 655 2326 PO Box 485 e-mail: ScottPlautz@gmail.com Ben Lomond, CA 95005 Attn: Rebecca Dye ARCHITECT NOTES A3.5 ELEVATIONS A3.6 ELEVATIONS ph: 831 336 3100 Studio S Squared Architecture, Inc. email: rjd@designfocus.com 19 North Second Street, Ste. 205 San Jose, CA 95113 FIRE SPRINKLERS REQUIRED: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER 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 OF BUILDING AREA. NOTE: THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. NOTE: COVERED PORCHES, PATIOS, BALCONIES, AND ATTIC SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CRC SEC. 903.2 AS ADOPTED AND AMENDED BY LGTC A3.7 ELEVATIONS A4.0 SCHEMATIC ELEVATIONS A5.0 SECTIONS A5.1 SECTIONS A5 2 SECTIONS P1.1 PROPOSED STORY POLE PLAN P1.2 PROPOSED STORY POLE ELEVATIONS P1.3 PROPOSED STORY POLE ELEVATIONS CIVIL TM-1 TITLE SHEET TM-2 DEMOLITION & TREE REMOVAL PLAN TM-3 SITE PLAN TM-4 PRELIMINARY GRADING AND DRAINAGE PLAN TM-5 PRELIMINARY UTILITIES PLAN TM-6 PRELIMINARY INTERIM EROSION CONTROL PLAN TM-7 EROSION CONTROL DETAILS TM-8 POLLUTION PREVENTION --IT'S PART OF THE PLAN TM-9 PRELIMINARY STORMWATER MANAGEMENT PLAN LANDSCAPE L1.1 LANDSCAPE SITE PLAN L1.2 LANDSCAPE SITE PLAN L2.1 LANDSCAPE DETAILS L3.1 LANDSCAPE PLANTING PLAN L3.2 LANDSCAPE PLANTING PLAN L3.3 PLANT AND TREE LEGENDS Attn: Eugene H. Sakai, AIA , LEED AP ph: 408 998 0983 fx: 408 998 0982 email: esakai@studios2arch.com CIVIL ENGINEER BKF Engineers Civil Engineers, Land Surveyors, Planners 1650 Technology Drive, Suite 650 San Jose, CA 95110 Attn: Isaac Kontorovsky, PE, QSD/P. Project Manager Direct (408) 467-9187 Fax (408) 467-9199 Z 0 U z 0 ce 0 0 z J Z 0 J 0 ce V Z Z Z J O L.L 19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 H Q z 5 1-4 11 NEW SINGLE FAMILY RESIDENCES 1- J 0 - W dct I J w W uJ J I- mv) O>- m 1- oI 0 N z 0 IPROJECT NO. 1 3-01 1 DESCRIPTION PRELIMINARY PLANNING REVIEW PRELIMINARY PLANNING REVIEW PD PERMIT SUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL DATE co 06.28.2013 Lo Lo N o 0 0 0 0 '- 0 '- N -0 1- 1- 1- 1- 0 1- 0 0 0 0 0 r z 0 o COVER SHEET © STUDIO S SQUARED ARCHITECTURE, INC. N PROJECT NO.13-016 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013PRELIMINARY PLANNING REVIEW 06.28.2013PD PERMIT SUBMITTAL 06.10.2014PD PERMIT RESUBMITTAL 07.10.2014PD PERMIT RESUBMITTAL 08.11.2014PD PERMIT RESUBMITTAL 05.01.2015PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT TRUEEXTERIOR PERSPECTIVES A0.3 3 -ENTRY STREET 6 - SH A N N O N R O A D 5 - LO S G A T O S B L V D A T S H A N N O N R D C O R N E R 2 -LOS GATOS BLVD AT SHANNON RD CORNER1 -LOS GATOS BLVD AT SHANNON RD CORNER 4 - LO S G A T O S B O U L E V A R D N PROJECT NO.13-016 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013PRELIMINARY PLANNING REVIEW 06.28.2013PD PERMIT SUBMITTAL 06.10.2014PD PERMIT RESUBMITTAL 07.10.2014PD PERMIT RESUBMITTAL 08.11.2014PD PERMIT RESUBMITTAL 05.01.2015PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT TRUESOLAR STUDY JUNE 21ST A0.4a 4 1" = 5 0 ' SO L A R S T U D Y J U N E 2 1 S T , 9: 0 0 A M - S I T E P L A N 5 1" = 5 0 ' SO L A R S T U D Y J U N E 2 1 S T , 1 2 : 0 0 P M - S I T E P L A N 6 1" = 5 0 ' SO L A R S T U D Y J U N E 2 1 S T , 3: 0 0 P M - S I T E P L A N 1 -SOLAR STUDY JUNE 21ST, 9:00 AM - PERSPECTIVE 2 -SOLAR STUDY JUNE 21ST, 12:00 PM - PERSPECTIVE 3 -SOLAR STUDY JUNE 21ST, 3:00 PM - PERSPECTIVE N PROJECT NO.13-016 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013PRELIMINARY PLANNING REVIEW 06.28.2013PD PERMIT SUBMITTAL 06.10.2014PD PERMIT RESUBMITTAL 07.10.2014PD PERMIT RESUBMITTAL 08.11.2014PD PERMIT RESUBMITTAL 05.01.2015PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT TRUESOLAR STUDY DECEMBER 21ST A0.4b 4 1" = 5 0 ' SO L A R S T U D Y D E C E M B E R 2 1 S T , 9 : 0 0 A M - S I T E P L A N 5 1" = 5 0 ' SO L A R S T U D Y D E C E M B E R 2 1 S T , 1 2 : 0 0 P M - S I T E P L A N 6 1' = 5 0 ' SO L A R S T U D Y D E C E M B E R 2 1 S T , 3 : 0 0 P M - S I T E P L A N 1 - SO L A R S T U D Y D E C E M B E R 2 1 S T , 9 : 0 0 A M - P E R S P E C T I V E 2 - SO L A R S T U D Y D E C E M B E R 2 1 S T , 1 2 : 0 0 P M - P E R S P E C T I V E 3 - SO L A R S T U D Y D E C E M B E R 2 1 S T , 3 : 0 0 P M - P E R S P E C T I V E FRONT —LEFT VIEW - + •mil _�, ri------- � ., he y optr/ I 0 4 J. y; ! .. - , �- _- ..R- - - - ~X • - -' w . �sa—; EXISTING BUILDING TO BE REMOVED - PHOTOS - 1 FRONT VIEW L. � .� - ;. , EXISTING BUILDING TO BE REMOVED - PHOTOS - 2 RIGHT SIDE VIEW -Ite-ems �. • 1 1 �� .► ,s ,; j •y . i ~ r ,..•y ky. l ,� A • a * ; .•; t' r • ,. t•'• . • u ,4• . Sy•:h y� yl {: .. = 9 , -. —sir • rj • ,. Lan-"4 + �- 4 t EXISTING BUILDING TO BE REMOVED - PHOTOS - 3 r � /t . __ - ! i {, .. __ E 1 i t- -,mr # m.._ ii ii 11 J • iJc %' Lai %. e. Gat- • Blvd ,, 1� 1 r X + � i� • . , -. , ... r. �. , Or - ' .4 - Ethical Approac Electric' Vehicle Ce t_ �_ cs EXISTING BUILDING TO BE REMOVED- ROOF PHOTO - 4 Z 0 U toe) z 0 U 0 0 z J Z J Q 0_ 0_ 0 Z Z Z Q J 0_ L.L 19N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 I PROJECT NO. 1 3-01 1 DESCRIPTION PRELIMINARY PLANNING REVIEW PRELIMINARY PLANNING REVIEW PD PERMIT SUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL DATE co O CV 0 06.28.2013 O CV O 0 O CV O 0 08.11.2014 u7 O CN ,— o 0 u7 O CV .0 - z O 0 ix EXISTING BUILDING TO BE REMOVED 0 STUDIO S SQUARED ARCHITECTURE, INC. / 13 j - # 1. 5. 6. 7. 9. 1 12. 13. 14. 15. 16. 17. 18. 19. = NUMBER OF KEYNOTE BELOW CURB CUT PER PUBLIC WORKS STANDARDS --SEE CIVIL PLANS 2. NOT USED 3. WALKWAY --SEE LANDSCAPE PLANS 4. LIGHT WELL WITH ESCAPE LADDER, TYP. EXISTING SIDEWALK LANDSCAPING --SEE LANDSCAPE PLANS RETAINING WALL WITH GUARDRAIL 8. EXISTING 6'iliiiiii PRIVACY FENCE TO BE NO MORE THAN 6'-0" IN HEIGHT -- SEE LANDSCAPE DRAWINGS ASPHALT CONCRETE PAVING PER CIVIL DRAWINGS l . ACCENT PERMEABLE ASPHALT CONCRETE PER LANDSCAPE DRAWINGS ENHANCED PERMEABLE PAVING PER LANDSCAPE DRAWINGS 2' SEAT WALL 2 HIGH PORCH AREA COMMON AREA LANDSCAPING --SEE LANDSCAPE PLANS _ '_ " VISION TRIANGLE AREA 3 0 MAX. HEIGHT IN THIS AREA PROPERTY LINE RAMP --SEE CIVIL DRAWINGS ADJACENT BUILDING 20. (E) TREE TO REMAIN OR PROPOSED NEW TREE - SEE LANDSCAPE DRAWINGS FOR SPEC. AND CIVIL DRAWINGS ON TM-2 FOR EXISTING TREES TO BE REMOVED 21. (N) A/C UNIT CONDENSER PADS) --PROVIDE ELECTRICAL TO THIS LOCATION AS REQUIRED VERIFY SIZE AND QUANTITY WITH HVAC CONTRACTOR. A/C UNITS TO COMPLY WITH JURISDICTION'S NOISE ORDINANCE 22. RETAINING WALL --SEE LANDSCAPE DRAWINGS PROPOSED FRO T SETBgCK 22 $ / - - / I l I OPEN SPACE TABULATION--C/D UNITS / / 14 T os G''TOS °ULEV I I UNIT OPEN SPACE (SF) / / / 2'-i„PAv.- 30'OD /l l I C1 787 / / / / "E. ' / / FRO 1 4 - � :' F. _ `:' 13.1 1 I I I C2 650 -1 o x ,_, �ipNT P• • ► I I 1124 ,l / / o �' WIR , ............� tillrlAkik,IC3 , a : ® i D 1 823 ►� E0 a _ 1 L D2 876 19 TRAFFIC VIEW AREA NEIGHBOR DRIVEWAY FOR JawWII III I I� �11 �' ..I ' / _•II �. � I! 4� _■�� II ��/ �1� hm A1I f II 1�, 11!I II - ��,-_ - II ��' 6 I o I o , �, �- _ 19 20II TYP. _ I I -I- - JI I , I l I I I 9 21 I / I - PROP°S - - - RIGHT IED - SIDE STBq - � �� �� �� I 11�20' �10. o I� 2 A 1 woo��s�8°5:'lo"E _NI � II '' J � � � �n ill � " � � � �� �� O i /' ,=• �• �, ' II �-� � - - o� I ,.. II - - / u - glap---., -� ���' I,I � I• hiI !-JII II / - - 11 - �'3 II ,�'I I ■ ■ ■V I ,b wil a.C1 I 1■1 � C 2 I � � �I o lt � _ Al - II ��� - „..,,,,,,,,1 I: 20 TYP. i I I � � I � I I o I 1 it a NI -L - 20�a FIVNO / - II -- yip .MIL_ A 4- / MININ=IIL. ■___. s• IJ ___mom_ - �� 1 T , =Im��mmm--m�•'______"��=====�....� ` •+ ________�._I CM111�______C■■___MI1__� '369.5 i l l I �� ■___________I�______ ,vMagaYMT______rl�____1�_Z_ / %I , 1 __NI________MI___I=__MI_______MIR 3 17 31111i ERVIEI ________MI1__ �\ ' / / I��_ C - II i�__________INN______ ________-\I_1 Imo+______ ___�� )FINIS • ■ / /I , I__��___■ar.�i__semi______me________amamKmlrINilU o / / / mEm�,m___•■„1M__EMIIM______________I_______________li�lil`___�A .1, M "". _.7C_i�===CtrIM EW. M _ter_ •: • / // - - Y]_______J__nMl______i■EIMErn N / / OUTLINE ® •E A N'lI^�T_■1.______I______II■______________________�___ II /I - / / _) _____ 1 2s-p„ L___________ �� mmumm mm m mmomm lummommummommEsmmum_o_m_i _ , , ` l l I JI ■____________I�NEMINE===I______1'______________________ / / -, n 07 _____!7______.I______.._____=1____________________________N\ / II____________1NENM__=MN=INN___r11IM____________________________�gip / / / I �, �s / / / A �_________. z /j ___�____, i III ° , "�� 1 MN�� ( �� ;________■ I (11 II I • II jih,„ •21 rill° .,.7_____■1- �� SITE PLAN KEYNOTES I► .Im..------ / - 110 / II I-��_. 1--------I Jilk I , 1, ------■ / I________MIMIN=MMINEMINENNIIM r , FLOOR AREA TABULATION A i �� , , T I ==�■r ��� ��� 11•. 6 _______N/i■ BUILDING AREA(SF) OPEN SPACE (SF) # UNITS TOTAL(SF) '�C°� �� ��" I 16' 0" ■________I ,! ' =I i I I I A GARAGE 484 5 2420I (101 0 ___ �_�� BASEMENT LI VI NG 411 WO'. a�__i___a� r NI! II = IIIMI isi WI- In NM NM NW / MAIN FLOOR LIVING 878 171 II a_____ I UPPER FLOOR LIVING 866 42 7 �2 ► �_�����_� � CORNER SIGHT TRIANGLE `-i, I TOTAL (LIVING ONLY) 2155 5 10775 ������■ ■_______IL TOTAL BUJ LDI NG AREA (LIVING + GARAGE 2639 5 13195 �======IIrI I�'C Z I 0 0 L J p O . ______mum Q TOTAL (FAR -MAIN UPPER) 1744 213 5 8720 �0 JEN m mi mEENENE mip ° O ••-10" �______a I ��_______� • r �� _ I�� o p U BUILDING AREA(SF) OPEN SPACE (SF) iaa �.Ia____ fTYTDI m z � �� M_______� ' I B GARAGE 523 1 523 U - 0"E I• •N Z = I BASEMENT LI VI NG 465 MAIN FLOOR LIVING 842 316 �� _ • ■ UPPER FLOOR LIVING 983 42 �� - TOTAL (LIVING ONLY) R 2290 1 2290 J Ilir TOTAL BUIILDINGAREA (LIVING+GARAGE 2813 1 2813 � TOTAL (FAR -MAIN AND UPPER) 1825 358 1 1825 16 5 SHANNON ROAD LINE OF TRAFFIC VIEW AREA 1 BUILDING _ AREA(SF) OPEN SPACE (SF) C GARAGE 451 3 1353 BASEMENT LI VI NG 1189 MAIN FLOOR LIVING 1177 UPPER FLOOR LIVING 1357 4 8 16 24 32 SITE PLAN LEVEL TOTAL (LIVING ONLY) 3723 3 11169 feet - UPPER 1/16" 1 LIVING + GARAGE TOTAL BUILDING AREA (LIVING 4174 3 12522 L L C1 ATTIC AREA> 5FT HIGH 293.5 / I I I- + - II o p I C2 ATTIC AREA > 5FT HIGH 97.1 I I I I C3 ATTIC AREA 5FT HIGH 142.8 / I I I / Al I Z \ \ C1 TOTAL (FAR--MAIN,U PPER,GARAGE,ATTIC) 3278.5 I / BMP / I / / >< 4 / \ M / C2 TOTAL (FAR--MAIN,U PPER,GARAGE,ATTIC) 3082.1 C3 TOTAL (FAR--MAIN,U PPER,GARAGE,ATfIC) 3127.8 _ / / I' I TOTAL FAR FOR 3 HOUSES 9488.4 / • o I A2 - •�•-- - I BUILDING AREA(SF) OPEN SPACE (SF) T - I - .v.)D GARAGE 438 2 876 / - - I / p BASEMENT LIVING 1228 I 6 MAIN FLOOR LI VI NG 1204 I I 14 1 I A3 I C 1 C2 C3 UPPER FLOOR LIV G 1487 TOTAL (LIVING ONLY) 3919 2 7838 / / - - / I A4 6 TOTAL BUILDING AREA (LIVING + GARAGE 4357 2 8714 / �_ �- N � _ D1 ATTIC AREA> 5FT HIGH 607.7 / I D2 ATTIC AREA > 5FT HIGH 261.1 I 6'_2 ) 0' D1 TOTAL (FAR--MAIN,U PPER,GARAGE,ATTIC) 3736.7 I - - I I 13 17 D2 TOTAL (FAR--MAIN,U PPER,GARAGE,ATTIC) 3390.1 / A5 / / / i i i TOTAL FAR FOR THE 2 HOUSES 7126.8 / \ B D 1 I D2 1W w • TOTAL BUILDING AREA (A + B + C + D) 37244 TOTAL LOT AREA 40867 TOTAL FAR (A + B + C + D) 27160.2 66% I �® GARAGE PARKING PROVIDED 24 STALLS 5172 SURFACE PARKING PROVIDED 8 STALLS . \ LOT LINE DIAGRAM NTS 1 2 4 6 8 ENLARGED BISTRO PLAN 1/4" 2 SITE PLAN TABULATION - 3 feet z 0 ce Z 0 U ce 0 LL 0 z I J Z 0 J 0 ce a_ a_ V Z Z z 0 ce O 19 N. 2nd St., Ste. 205 San Jose, CA 95113 P (408) 998 - 0983 F : (408) 998 - 0982 IPROJECT NO. 1 3-01 1 DESCRIPTION PRELIMINARY PLANNING REVIEW PRELIMINARY PLANNING REVIEW PD PERMIT SUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL DATE co 0 - O 06.28.2013 d- 00 O O d- O N. 08.11.2014 o 00 O • 0 o ,O . - z 0 > SITE PLAN UPPER LEVEL 0 STUDIO S SQUARED ARCHITECTURE, INC. # = NUMBER OF KEYNOTE BELOW 1. CURB CUT PER PUBLIC WORKS STANDARDS --SEE CIVIL PLANS 2. FIRE TRUCK TURNAROUND "HAMMERHEAD" 3. WALKWAY --SEE LANDSCAPE PLANS 4. LIGHT WELL WITH ESCAPE LADDER, TYP. 5. EXISTING SIDEWALK 6. LANDSCAPING --SEE LANDSCAPE PLANS 7. RETAINING WALL WITH GUARDRAIL 8. EXISTING 6' FENCE WITHIN VISION TRIANGLE 9. PRIVACY FENCE TO BE NO MORE THAN 6-0" IN HEIGHT -- SEE LANDSCAPELL!1 10. ASPHALT CONCRETE PAVING PER CIVIL 11. ACCENT PERMEABLE ASPHALT CONCRETE PER LANDSCAPE DRAWINGS 12. ENHANCED PERMEABLE PAVING PER LANDSCAPE DRAWINGS 13. 2'SEATWALL 14. 2' HIGH PORCH AREA 15. COMMON AREA LANDSCAPING --SEE LANDSCAPE PLANS 16. VISION TRIANGLE AREA - 3' 0" MAX. HEIGHT IN THIS AREA 17. PROPERTY LINE 18. RAMP -- SEE CIVIL DRAWINGS 19. ADJACENT BUILDING 20. (E) TREE TO REMAIN OR PROPOSED NEW TREE -- SEE LANDSCAPE DRAWINGS FOR SPEC. AND CIVIL DRAWINGS ON TM-2 FOR EXISTING TREES TO BE REMOVED 21. (N) A/C UNIT CONDENSER PAD(S)--PROVIDE ELECTRICAL TO THIS LOCATION AS REQUIRED, VERIFY SIZE AND QUANTITY WITH HVAC CONTRACTOR. A/C UNITS TO COMPLY WITH JURISDICTION'S NOISE ORDINANCE 22. PROPOSED WALL < 3,HIGH FROM EXISTING GRADE r a / 1 L�! 1 hy............., rftwal.'"ftistaftfts 1I 1 f r -7 ! / 'CI( i v.. 369.4, e_ i�� 1 ,__________ 1 1 1 , i j i 3 0 I! f� 1 1 \ i I MI=1 . f ����� UP '���� moo . '��� *ow. ! f �; 1 6 O 369.7 ' - «i„ 1 / am;,:_:y•H_ . 1 d 1 IM 11( r________.7 ____ _L 1 A I I 0 f 1 IS��� 1 Col 1 / ! 1 O - - ,,' 1 1 1 1 ,i 77 !�� l�r 1 ems L. 370.0 1 N111 - 7 1 1 1 SITE PLAN KEYNOTES - imillimmm 11111111INRNII1 1 FLOOR AREA TABULATION �I! B ,l ■ ■ i / BUILDING A REA(SF) OPEN SPACE {5F) #UNITS TOTAL(SF) A GARAGE 484 5 2420 BASEMENT LIVING 411 � � D1 1 D2 1 MAIN FLOOR LIVING 878, 171 UPPER FLOOR LIVING 866 42 TOTAL (LIVING ONLY) 2155' 5 10775 ~ I I TOTAL BUILDING AREA (LIVING + GARAGE 2639 5 13195 TOTAL (FAR -MAIN AND UPPER) 1744 213 5 8720 - ! +1- 370.30' BUILDING AREA(SF) OPEN SPACE (SF) (E) FINISH GRADE B GARAGE 523 1 523 BASEMENT LIVING 465 S H A N N D N R D A D MAIN FLOOR LIVING 842 316 UPPER FLOOR LIVING 983, 42 TOTAL (LIVING ONLY) 2290 1 2290 TOTAL BUILDING AREA (LIVING +GARAGE 2813 1 2813 TOTAL (FAR --MAIN AND UPPER) 1825 358 1 1825 BUILDING AREA(SF) OPEN SPACE (SF) C GARAGE 451 3 1353 BASEMENT LIVING 1189 MAIN FLOOR LIVING 1177 4 8 16 24 32 UPPER FLOOR LIVING 1357 TOTAL (LIVING ONLY) 3723 3 11169 feet SITE PLAN - LOWER LEVEL 1/16" 1 TOTAL BUILDING AREA (LIVING + GARAGE 4174 3 12522 C1 ATTIC AREA > 5FT HIGH 293.5 C2 ATTIC AREA > 5FT HIGH 97.1 C3 ATTIC AREA > 5FT HIGH 142.8 Cl TOTAL (FAR--MAIN,UPPER,GARAGE,ATFIC) 3278.5 C2 TOTAL (FAR--MAIN,UPPER,GARAGE,ATf1C) 3082.1' C3 TOTAL (FAR--M AI N,U PPER,GARAGE.A111C) 3127.8 TOTAL FAR FOR 3 HOUSES 9488.4 BUILDING AREA(SF) OPEN SPACE (SF) D GARAGE 438 2 876 BASEM ENT LIVING 1228 MAIN FLOOR LIVING 1204 UPPER FLOOR LIVING 1487 TOTAL (LIVING ONLY) 3919 2 7838 TOTAL BUILDING AREA (LIVING + GARAGE 4357, 2 8714 D1 ATTIC AREA > 5FT HIGH 607.7, D2 ATTIC AREA > 5FT HIGH 261.1 D 1 TOTAL (FAR--MAI N,U PPER,GARAGE,ATTIC) 3736.7 D2 TOTAL (FAR--MAIN,U PPER,GARAGE,ATT1C) 3390.1 TOTAL FAR FOR THE 2 HOUSES 7126.8 TOTAL BUILDING AREA (A + B + C + D) 37244 TOTAL LOT AREA 40867 TOTAL FAR (A + B + C + D) 27160.2 66% PARKING PROVIDED 10 STALLS - - 2 SITE PLAN TABULATION - 19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 H z 5 1-4 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA 1- w J J L1J wo ww J I- M O>- mm V)I- ow Q � tr) oI NZ CV ND U IPROJECT NO. 1 3-01 1 DESCRIPTION PRELIMINARY PLANNING REVIEW PRELIMINARY PLANNING REVIEW PD PERMIT SUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL DATE M O r ,o O 06.28.2013 O 0 r �O O O O r N O O ' r co O Lo a ' 0 it, O Lo 0 ci -O - r z 0 SITE PLAN LOWER LEVEL () STUDIOS SQUARED ARCHITECTURE, INC. x x x x x x x x x x x x x x x x x x x x x x x x x x x 2 9 9 2 s f 2 0 6 8 s f 2 0 6 8 s f 2 0 6 8 s f 2 0 6 8 s f 2 5 1 9 s f 1 9 7 4 s f 5 6 7 5 s f 6 5 1 1 s f 5 6 4 9 s f 3 5 2 1 s f 3 9 1 6 s f A 1 A 2 A 3 A 4 A 5 B D 1 C 1 D 2 C 2 C 3 Z B M P 5 6 7 5 s f - L A N D U S E P L A N A 1 . 1 - PROJECT NO. REVISION C S T U D I O S S Q U A R E D A R C H I T E C T U R E , I N C . 13-011 1 9 N . 2 n d S t . , S t e . 2 0 5 S a n J o s e , C A 9 5 1 1 3 P : ( 4 0 8 ) 9 9 8 - 0 9 8 3 F : ( 4 0 8 ) 9 9 8 - 0 9 8 2 06.11.2013 DESCRIPTIONDATE PRELIMINARY PLANNING REVIEW IL VICINATO 16212 LOS GATOS BLVD, LOS GATOS, CA 16212 LOS GATOS BOULEVARD, LLC N 11 NEW SINGLE FAMILY RESIDENCES T R U E "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION" A COMMUNITY PROJECT BY STEM DEVELOPMENT 06.28.2013 PRELIMINARY PLANNING REVIEW 06.10.2014 PD PERMIT SUBMITTAL 07.10.2014 PD PERMIT RESUBMITTAL 08.11.2014 PD PERMIT RESUBMITTAL 05.01.2015 PD PERMIT RESUBMITTAL 11.16.2015 PD PERMIT RESUBMITTAL 1 / 1 6 " feet 24 324 8 16 N T S P R I V A T E S T R E E T S S I D E W A L K S , W A L K S , P A T H S A N D P O R C H E S P A R K I N G A R E A S P R I V A T E L A N D S C A P E A R E A S - - S E E L A N D S C A P E P L A N S B U I L D I N G F O O T P R I N T L A N D S C A P E A R E A S ( S H A R E D W I T H A L L H O M E O W N E R S ) - - S E E L A N D S C A P E P L A N S c1 29'-5" 21 '-6" 6'-6 1/2" r 1111111111IIII111111111111IIII111111111111IIII111111111111IIIII e up r utilities br4 ba3 • c\1 openiabove 0 12'-2 1/2" 8'-7 1/2" Co C\1 0 9'-2 1 /2" 12'-0" mba mclos A ) F master br L ba2 br2 C\1 c 10'-2" br3 dn nook C\1 0 1 1 '-0 1/2" 29'-5" 2ND FLOOR 16'-1 " 12'-5" f 0 .D 4)1 -710 f Y J l V) 4) r 0 0 balcony I I5 powder h kitchen [I- dining M d/w �— — II I openelow 9'-6" up dn foyer porch 12'-0" BASEMENT LEVEL 1ST FLOOR BUILDING AREA(SF) OPEN SPACE (SF) A GARAGE 484 BASEMENT LI VI NG 411 MAIN FLOOR LIVING 878 171 UPPER FLOOR LIVING 866 42 TOTAL (LIVING ONLY) 2155 TOTAL BUILDING AREA (LIVING + GARAGE 2639 TOTAL (FAR --MAIN AND UPPER) 1744 213 KEYNOTES 1 2 4 6 8 feet BUILDING A FLOOR PLANS 3/16" 1 LEGEND z 0 U V) z O U 0 LL O J z O J O a_ a_ 0 z z z J 0_ O LL 19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 0 z u 1 1-4 11 NEW SINGLE FAMILY RESIDENCES 6212 LOS GATOS B LV D, LOS GATOS, CA W 0 J • O J W W o >LLI J I— = v) O >- m m oW ce va O >- N Z O U PROJECT NO. 1 3-01 1 DESCRIPTION PRELIMINARY PLANNING REVIEW PRELIMINARY PLANNING REVIEW PD PERMIT SUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL DATE 06.11.2013 06.28.2013 d- O (NIN O O d' O O O 08.11.2014 05.01.2015 Lf) 0 (NI — ,r REVISION BUILDING A FLOOR PLANS 0 STUDIO S SQUARED ARCHITECTURE, INC. a9 ba3 13'-4 1/2" br4 r opentabove rear entry 1111111111111111111111h III 11111111111111 11111111111111 111 —fau mudroom r 20'-2 1/2" FLOOR 0 450 s.f unit b 2253 sf BASEMENT LEVEL 42'-4" mba mclos 11'-6" master br 12'-5 1/2" ba2 II III III I br2 C) II 11 III II 13'-4 1/2" laundry br3 N 0 131-4 1/2" / FLOOR 2 983 s.f 000 000 kitchen ref pantry 1 1'-2 1/2" 2ND FLOOR 14'-1 1" owder :y r 11 III 111 11 open to below porch II III III II • vino / balcony N 7.0 20'-10 1/2" FLOOR 1 841 s.f 1ST FLOOR BUILDING AREA(SF) OPEN SPACE (SF) B GARAGE 523 BASEM ENT LI VI NG 465 MAIN FLOOR LIVING 842 316 UPPER FLOOR LIVING 983 42 TOTAL (LIVING ONLY) 2290 TOTAL BU I LDI NG AREA (LI VI NG + GARAGE 2813 TOTAL (FAR--MAI N AND U PPER) 1825 358 KEYNOTES 1 2 4 6 8 feet BUILDING B FLOOR PLANS 3/16" 1 LEGEND Z 0 U I..L Z 0 U 0 LL 0 z i J Z 0 J 0 0 0 V Z_ Z Z J 0 rc L_ 19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 6212 LOS GATOS BLVD, LOS GATOS, CA w Jo w ow IY• o > ww O >- O ce ow ca_ o>- N Z .%1 U PROJECT NO. 1 3-01 1 DESCRIPTION PRELIMINARY PLANNING REVIEW PRELIMINARY PLANNING REVIEW PD PERMIT SUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL DATE 06.11.2013 06.28.2013 0 N O '0 O d- 0 N O r< O 08.11.2014 1.0 0 N O I-6 0 LC) 0 N -.O .- REVISION BUILDING B FLOOR PLANS 0 STUDIO S SQUARED ARCHITECTURE, INC. 26'-8 1/2" rec room • J powder i open'td below j I i I up wet bar utliities BASEMENT LEVEL 12'-1" 15'-0" _ g g g mclos 2ND FLOOR 39'-0" 1 --ill I 111111 ra • 0 CN III IIIIIIIIIIIIIIIIIIIIIIIIII 1ST FLOOR 1 2 4 6 8 feet BUILDING C FLOOR PLANS 3/16" 1 BUILDING AREA(SF) OPEN SPACE (SF) GARAGE 451 3 1353 BASEMENT LI V I NG 1189 MAIN FLOORLIVING 1177 UPPER FLOOR LIVING 1357 TOTAL (LIVING ONLY) 3723 3 1 1 169 TOTAL BUILDING AREA (LIVING + GARAGE 4174 3 12522 Cl ATTIC AREA > 5FTHIGH 293.5 C2 ATTIC AREA> 5FTHIGH 97.1 C3 ATTIC AREA > 5FT HIGH 142,8 Cl TOTAL (FAR--MAlN,U PPER,GARAGE,ATi1C) 3278.5 C2 TOTAL (FAR—M Al N,U PPER,GARAGE,ATI1 C ) 3082.1 C3 TOTAL (FAR--MAIN,U PPER,GARAGE,AT11C) 3127.8 TOTAL FAR FOR 3 HOUSES 9488.4 KEYNOTES LEGEND Z 0 ce z 0 U 0 0 z J Z 0 J Q 0 ce 0_ eL 0 0_ Z Z J O L.L 19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 1-4 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA 1- z w IZ 0 0 - W LJ W � �CC J LJJ - H M, v) O >- m m Cn o w Q oI c•4 Z N 0 0 PROJECT NO. 13-0111 DESCRIPTION PRELIMINARY PLANNING REVIEW PRELIMINARY PLANNING REVIEW PD PERMIT SUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL DATE co 06.28.2013 -Ir Lo Lo N • 3 0 3 0 3 ' a ' 3 cN -O r r r r 0 o 0 0 0 0 r REVISION BUILDING C FLOOR PLANS © STUDIO S SQUARED ARCHITECTURE, INC. 11 '-3 1 /2" BASEMENT LEVEL 7'-10 1 /2" 1 5'-0" 44'-0" 2ND FLOOR gara1e CV o O cV In } 1�11 20'-10" 1ST FLOOR 1 2 4 6 8 feet BUILDING D FLOOR PLANS 3/16" 1 BUILDING AREA(SF) OPEN SPACE (SF) D GARAGE 438 2 87b BASEMENT LI VI N G 1228 MAIN FLOOR LIVING 1204 UPPER FLOOR LIVING 1487 TOTAL (LIVING ONLY) 3919 2 7838 TOTAL BUILDING AREA (LIVING + GARAGE 4357 2 8714 D 1 ATTI C AREA > 5FT HI GH 607.7 D2 ATTIC AREA > 5FT HI GH 261.1 D1 TOTAL (FAR--MAIN,UPPER,GARAGE,AT11C) 3736.7 D2 TOTAL (FAR--MAIN,UPPER,GARAGE,AT11G) 339OE1 TOTAL FAR FOR 11-IE 2 HOUSES 7126.8 KEYNOTES LEGEND 19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 1-4 0-1 11 NEW SINGLE FAMILY RESIDENCES PROJECT NO. 1 3-01 1 DESCRIPTION PRELIMINARY PLANNING REVIEW PRELIMINARY PLANNING REVIEW PD PERMIT SUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL DATE ra 0 cy r r O 06.28.2013 0 ry 0 r 0 -Ir 0 ry 0 r 0 0 ry r r 0 Lo 0 ry r 0 0 Lo 0 ry -o r REVISION BUILDING D FLOOR PLANS © STUDIO S SQUARED ARCHITECTURE, INC. N PROJECT NO.13-011 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013 PRELIMINARY PLANNING REVIEW 06.28.2013 PD PERMIT SUBMITTAL 06.10.2014 PD PERMIT RESUBMITTAL 07.10.2014 PD PERMIT RESUBMITTAL 08.11.2014 PD PERMIT RESUBMITTAL 05.01.2015 PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA 16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"A3.011/8"WEST ELEVATION A & B BUILDINGS 2 1/8"SOUTH ELEVATION B & D BUILDINGS 3 1/8"SOUTH ELEVATION C BUILDINGSELEVATIONS A1 A2 A3 A4 A5 B B D1 D2 C1 C2 C3 BM P z 0 U V) z O U O O z z O >1_ O a_ a_ O z z z Q 0 O u_ B urill1 I1 ( NM MI _r_i. 11'rri- �. OMMEND _._ _::_ - =:= ==== = ==== ter= A5 A4 A3 A2 Al BMP EAST ELEVATION A BUILDINGS 1/8" 1 19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 ' PROJECT NO. 13-011 DESCRIPTION PRELIMINARY PLANNING REVIEW PRELIMINARY PLANNING REVIEW PD PERMIT SUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL PD PERMIT RESUBMITTAL DATE co 06.28.2013 �� 08.11.2014 05.01.2015 L) 5 00 0 00 0 0 0 z 0 7, i ELEVATIONS STUDIO S SQUARED ARCHITECTURE, INC. N PROJECT NO.13-011 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013 PRELIMINARY PLANNING REVIEW 06.28.2013 PD PERMIT SUBMITTAL 06.10.2014 PD PERMIT RESUBMITTAL 07.10.2014 PD PERMIT RESUBMITTAL 08.11.2014 PD PERMIT RESUBMITTAL 05.01.2015 PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA 16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"1 1/ 4 " WE S T E L E V A T I O N B U I L D I N G S A 1 & A 2 ( F R O N T ) 2 1/ 4 " WE S T E L E V A T I O N B U I L D I N G S A 3 & A 4 ( F R O N T ) A3.2ELEVATIONS= NUMBER OF KEYNOTE BELOW #- -KEYNOTES1 ASPHALT COMPOSITION ROOF SHINGLE 2C L A Y R O O F T I L E S 3 MULTI-WIDTH COMPOSITE SHAKE ROOF TILES 4 STANDING SEAM METAL ROOF 5 LIGHTWEIGHT BRICK VENEER 6 LIGHTWEIGHT STONE VENEER 7 STAIN GRADE CLEAR CEDAR SHIPLAP SIDING 8 CEMENT FIBER SHINGLE TONGUE AND GROOVE SIDING 9 CEMENT FIBER LAP SIDING 10 CEMENT FIBER BOARD AND BATTEN SIDING 11 PAINTED SMOOTH STUCCO 12 STUCCO REVEAL 13 STAIN GRADE WOOD GARAGE DOOR 14 PAINT GRADE WOOD GARAGE DOOR 15 STAIN GRADE WOOD ENTRY DOOR 16 WOOD CLAD WINDOW/DOOR WITH SIMULATED DIVIDED LITES 17 ALUMINUM WINDOW/DOOR 18 FIBER GLASS COLUMN 19 PAINTED STEEL COLUMN 20 STAIN GRADE CURVED GLULAM POST 21 STEEL CANOPY W/ CABLE INFILL 22 STAMPED CONCRETE STEPS 23 STONE TILE STEPS OVER CONCRETE SLAB 24 EXTERIOR LIGHT FIXTURE 25 ADDRESS SIGNAGE CLEARLY VISIBLE FROM ADJACENT STREETS OR ROADS 26 42" HIGH MIN. CABLE RAILING SYSTEM 27 42" HIGH MIN. WOOD RAILINGS AND CAP 28 42" HIGH MIN. WROUGHT IRON GUARDRAIL 29 BUSH HAMMERED CONCRETE 30 SHINGLE MOLD OVER BARGE BOARD 31 PAINTED METAL GUTTER 32 PAINT GRADE FASCIA 33 STONE OGEE MOLDING 34 STONE OGEE WINDOW SILL 35 STONE TRIM 36 PAINTED WOOD TRIM 37 STAIN GRADE WOOD TRIM 38 PAINTED HALF TIMBERS 39 PAINT GRADE WOOD BRACKET 40 STAIN GRADE SHAPED WOOD CORBEL 41 CLAY TILE ACCENTS 42 PAINT GRADE SHUTTERS 43 PLANTER BOX 44 (N) A/C UNIT CONDENSER PAD(S)--PROVIDE EL ECTRICAL TO THIS LOCATION AS REQUIRED, VERIFY SIZE AND QUANTITY WITH HVAC CONTRACTOR. A/C UNITS TO COMPLY WITH JURISDICTION'S NOISE ORDINANCE A2 A1 A4 A3 +/ - 3 6 9 . 4 5 ' (E ) F I N I S H G R A D E +/ - 3 6 9 . 7 5 ' (E ) F I N I S H G R A D E UN I T 3 S H O W N O N 2 / A 3 . 2 UN I T 5 S H O W N O N 1 / A 3 . 4 UN I T 2 S H O W N O N 1 / A 3 . 2 BM P 4 TY P . 7 TY P . 11 TY P . 12 TY P . 15 TY P . 17 TY P . 19 TY P . 21 TY P . 6 TY P . 6 TY P . 23 TY P . 24 TY P . 26 TY P . 27 TY P . 29 TY P . 31 TY P . 32 TY P . 35 TY P . 37 TY P . 4 ' - 6 " 1 0 ' - 3 " 9 ' - 0 " + / - 2 8 ' - 8 " ( < 3 0 ' A . F . G . ) + / - 2 9 ' - 8 " ( < 3 0 ' A . F . G . ) 4 ' - 6 " 1 0 ' - 3 " 9 ' - 0 " + / - 2 8 ' - 8 " ( < 3 0 ' A . F . G . ) + / - 2 9 ' - 8 " ( < 3 0 ' A . F . G . ) 25 TY P . N PROJECT NO.13-011 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013 PRELIMINARY PLANNING REVIEW 06.28.2013 PD PERMIT SUBMITTAL 06.10.2014 PD PERMIT RESUBMITTAL 07.10.2014 PD PERMIT RESUBMITTAL 08.11.2014 PD PERMIT RESUBMITTAL 05.01.2015 PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA 16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"1 1/ 4 " EA S T E L E V A T I O N B U I L D I N G S A 1 & A 2 ( F R O N T ) 2 1/ 4 " EA S T E L E V A T I O N B U I L D I N G S A 3 & A 4 ( F R O N T ) A3.3ELEVATIONS= NUMBER OF KEYNOTE BELOW #- -KEYNOTES A1 A2 A3 A4 1 ASPHALT COMPOSITION ROOF SHINGLE 2C L A Y R O O F T I L E S 3 MULTI-WIDTH COMPOSITE SHAKE ROOF TILES 4 STANDING SEAM METAL ROOF 5 LIGHTWEIGHT BRICK VENEER 6 LIGHTWEIGHT STONE VENEER 7 STAIN GRADE CLEAR CEDAR SHIPLAP SIDING 8 CEMENT FIBER SHINGLE TONGUE AND GROOVE SIDING 9 CEMENT FIBER LAP SIDING 10 CEMENT FIBER BOARD AND BATTEN SIDING 11 PAINTED SMOOTH STUCCO 12 STUCCO REVEAL 13 STAIN GRADE WOOD GARAGE DOOR 14 PAINT GRADE WOOD GARAGE DOOR 15 STAIN GRADE WOOD ENTRY DOOR 16 WOOD CLAD WINDOW/DOOR WITH SIMULATED DIVIDED LITES 17 ALUMINUM WINDOW/DOOR 18 FIBER GLASS COLUMN 19 PAINTED STEEL COLUMN 20 STAIN GRADE CURVED GLULAM POST 21 STEEL CANOPY W/ CABLE INFILL 22 STAMPED CONCRETE STEPS 23 STONE TILE STEPS OVER CONCRETE SLAB 24 EXTERIOR LIGHT FIXTURE 25 ADDRESS SIGNAGE CLEARLY VISIBLE FROM ADJACENT STREETS OR ROADS 26 42" HIGH MIN. CABLE RAILING SYSTEM 27 42" HIGH MIN. WOOD RAILINGS AND CAP 28 42" HIGH MIN. WROUGHT IRON GUARDRAIL 29 BUSH HAMMERED CONCRETE 30 SHINGLE MOLD OVER BARGE BOARD 31 PAINTED METAL GUTTER 32 PAINT GRADE FASCIA 33 STONE OGEE MOLDING 34 STONE OGEE WINDOW SILL 35 STONE TRIM 36 PAINTED WOOD TRIM 37 STAIN GRADE WOOD TRIM 38 PAINTED HALF TIMBERS 39 PAINT GRADE WOOD BRACKET 40 STAIN GRADE SHAPED WOOD CORBEL 41 CLAY TILE ACCENTS 42 PAINT GRADE SHUTTERS 43 PLANTER BOX 44 (N) A/C UNIT CONDENSER PAD(S)--PROVIDE EL ECTRICAL TO THIS LOCATION AS REQUIRED, VERIFY SIZE AND QUANTITY WITH HVAC CONTRACTOR. A/C UNITS TO COMPLY WITH JURISDICTION'S NOISE ORDINANCE BM P 9 ' - 6 " 1 0 ' - 3 " 9 ' - 0 " + / - 3 3 ' - 8 " + / - 3 4 ' - 8 " ( < 3 0 ' A . F . G . ) + / - 2 8 ' - 8 " ( < 3 0 ' A . F . G . ) 4 ' - 6 " 1 0 ' - 3 " 9 ' - 0 " +/ - 3 6 9 . 4 5 ' (E ) F I N I S H G R A D E +/ - 3 6 9 . 4 5 ' (E ) F I N I S H G R A D E + / - 2 9 ' - 8 " ( < 3 0 ' A . F . G . ) UN I T 2 S H O W N O N 1 / A 3 . 3 UN I T 5 S H O W N O N 1 / A 3 . 5 UN I T 3 S H O W N O N 2 / A 3 . 3 44 44 44 44 N PROJECT NO.13-011 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013 PRELIMINARY PLANNING REVIEW 06.28.2013 PD PERMIT SUBMITTAL 06.10.2014 PD PERMIT RESUBMITTAL 07.10.2014 PD PERMIT RESUBMITTAL 08.11.2014 PD PERMIT RESUBMITTAL 05.01.2015 PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA 16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"1 1/ 4 " WE S T E L E V A T I O N B U I L D I N G A 5 (F R O N T ) & B U I L D I N G B ( L E F T ) 2 1/ 4 " SO U T H E L E V A T I O N B U I L D I N G B ( F R O N T ) A3.4ELEVATIONS= NUMBER OF KEYNOTE BELOW #- -KEYNOTES B A5 B 1 ASPHALT COMPOSITION ROOF SHINGLE 2C L A Y R O O F T I L E S 3 MULTI-WIDTH COMPOSITE SHAKE ROOF TILES 4 STANDING SEAM METAL ROOF 5 LIGHTWEIGHT BRICK VENEER 6 LIGHTWEIGHT STONE VENEER 7 STAIN GRADE CLEAR CEDAR SHIPLAP SIDING 8 CEMENT FIBER SHINGLE TONGUE AND GROOVE SIDING 9 CEMENT FIBER LAP SIDING 10 CEMENT FIBER BOARD AND BATTEN SIDING 11 PAINTED SMOOTH STUCCO 12 STUCCO REVEAL 13 STAIN GRADE WOOD GARAGE DOOR 14 PAINT GRADE WOOD GARAGE DOOR 15 STAIN GRADE WOOD ENTRY DOOR 16 WOOD CLAD WINDOW/DOOR WITH SIMULATED DIVIDED LITES 17 ALUMINUM WINDOW/DOOR 18 FIBER GLASS COLUMN 19 PAINTED STEEL COLUMN 20 STAIN GRADE CURVED GLULAM POST 21 STEEL CANOPY W/ CABLE INFILL 22 STAMPED CONCRETE STEPS 23 STONE TILE STEPS OVER CONCRETE SLAB 24 EXTERIOR LIGHT FIXTURE 25 ADDRESS SIGNAGE CLEARLY VISIBLE FROM ADJACENT STREETS OR ROADS 26 42" HIGH MIN. CABLE RAILING SYSTEM 27 42" HIGH MIN. WOOD RAILINGS AND CAP 28 42" HIGH MIN. WROUGHT IRON GUARDRAIL 29 BUSH HAMMERED CONCRETE 30 SHINGLE MOLD OVER BARGE BOARD 31 PAINTED METAL GUTTER 32 PAINT GRADE FASCIA 33 STONE OGEE MOLDING 34 STONE OGEE WINDOW SILL 35 STONE TRIM 36 PAINTED WOOD TRIM 37 STAIN GRADE WOOD TRIM 38 PAINTED HALF TIMBERS 39 PAINT GRADE WOOD BRACKET 40 STAIN GRADE SHAPED WOOD CORBEL 41 CLAY TILE ACCENTS 42 PAINT GRADE SHUTTERS 43 PLANTER BOX 44 (N) A/C UNIT CONDENSER PAD(S)--PROVIDE EL ECTRICAL TO THIS LOCATION AS REQUIRED, VERIFY SIZE AND QUANTITY WITH HVAC CONTRACTOR. A/C UNITS TO COMPLY WITH JURISDICTION'S NOISE ORDINANCE 4 7 11 12 15 17 19 20 21 6 23 24 TY P . 26 27 29 31 32 25 37 4 ' - 6 " 1 0 ' - 3 " 9 ' - 0 " + / - 2 9 ' - 1 1 " ( < 3 0 ' A . F . G . ) + / - 2 9 ' - 8 " ( < 3 0 ' A . F . G . ) 4 ' - 6 " 1 0 ' - 3 " 9 ' - 0 " + / - 2 9 ' - 1 1 " ( < 3 0 ' A . F . G . ) +/ - 3 7 0 . 0 5 ' (E ) F I N I S H G R A D E +/ - 3 7 0 . 3 0 ' (E ) F I N I S H G R A D E 44 35 N PROJECT NO.13-011 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013 PRELIMINARY PLANNING REVIEW 06.28.2013 PD PERMIT SUBMITTAL 06.10.2014 PD PERMIT RESUBMITTAL 07.10.2014 PD PERMIT RESUBMITTAL 08.11.2014 PD PERMIT RESUBMITTAL 05.01.2015 PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA 16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"1 1/ 4 " EA S T E L E V A T I O N B U I L D I N G A 5 (F R O N T ) & B U I L D I N G B ( L E F T ) 2 1/ 4 " NO R T H E L E V A T I O N B U I L D I N G B ( F R O N T ) A3.5ELEVATIONS= NUMBER OF KEYNOTE BELOW #- -KEYNOTES1 ASPHALT COMPOSITION ROOF SHINGLE 2C L A Y R O O F T I L E S 3 MULTI-WIDTH COMPOSITE SHAKE ROOF TILES 4 STANDING SEAM METAL ROOF 5 LIGHTWEIGHT BRICK VENEER 6 LIGHTWEIGHT STONE VENEER 7 STAIN GRADE CLEAR CEDAR SHIPLAP SIDING 8 CEMENT FIBER SHINGLE TONGUE AND GROOVE SIDING 9 CEMENT FIBER LAP SIDING 10 CEMENT FIBER BOARD AND BATTEN SIDING 11 PAINTED SMOOTH STUCCO 12 STUCCO REVEAL 13 STAIN GRADE WOOD GARAGE DOOR 14 PAINT GRADE WOOD GARAGE DOOR 15 STAIN GRADE WOOD ENTRY DOOR 16 WOOD CLAD WINDOW/DOOR WITH SIMULATED DIVIDED LITES 17 ALUMINUM WINDOW/DOOR 18 FIBER GLASS COLUMN 19 PAINTED STEEL COLUMN 20 STAIN GRADE CURVED GLULAM POST 21 STEEL CANOPY W/ CABLE INFILL 22 STAMPED CONCRETE STEPS 23 STONE TILE STEPS OVER CONCRETE SLAB 24 EXTERIOR LIGHT FIXTURE 25 ADDRESS SIGNAGE CLEARLY VISIBLE FROM ADJACENT STREETS OR ROADS 26 42" HIGH MIN. CABLE RAILING SYSTEM 27 42" HIGH MIN. WOOD RAILINGS AND CAP 28 42" HIGH MIN. WROUGHT IRON GUARDRAIL 29 BUSH HAMMERED CONCRETE 30 SHINGLE MOLD OVER BARGE BOARD 31 PAINTED METAL GUTTER 32 PAINT GRADE FASCIA 33 STONE OGEE MOLDING 34 STONE OGEE WINDOW SILL 35 STONE TRIM 36 PAINTED WOOD TRIM 37 STAIN GRADE WOOD TRIM 38 PAINTED HALF TIMBERS 39 PAINT GRADE WOOD BRACKET 40 STAIN GRADE SHAPED WOOD CORBEL 41 CLAY TILE ACCENTS 42 PAINT GRADE SHUTTERS 43 PLANTER BOX 44 (N) A/C UNIT CONDENSER PAD(S)--PROVIDE EL ECTRICAL TO THIS LOCATION AS REQUIRED, VERIFY SIZE AND QUANTITY WITH HVAC CONTRACTOR. A/C UNITS TO COMPLY WITH JURISDICTION'S NOISE ORDINANCE 4 ' - 6 " 1 0 ' - 3 " 9 ' - 0 " + / - 2 9 ' - 1 1 " ( < 3 0 ' A . F . G . ) +/ - 3 6 9 . 4 5 ' (E ) F I N I S H G R A D E + / - 2 9 ' - 8 " ( < 3 0 ' A . F . G . ) +/ - 3 6 9 . 4 5 ' (E ) F I N I S H G R A D E B A5 A4 S H O W N O N 2 / A 3 . 3 B + / - 2 9 ' - 1 1 " ( < 3 0 ' A . F . G . ) 9 ' - 0 " 1 ' - 3 " 9 ' - 0 " 6 ' - 2 " 1 ' - 3 " 8 ' - 3 " 4 ' - 6 " A5 C R O S S S E C T I O N 44 N PROJECT NO.13-011 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013 PRELIMINARY PLANNING REVIEW 06.28.2013 PD PERMIT SUBMITTAL 06.10.2014 PD PERMIT RESUBMITTAL 07.10.2014 PD PERMIT RESUBMITTAL 08.11.2014 PD PERMIT RESUBMITTAL 05.01.2015 PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA 16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"1 1/ 4 " SO U T H E L E V A T I O N B U I L D I N G S C 1 & C 2 ( F R O N T ) 2 1/ 4 " SO U T H E L E V A T I O N B U I L D I N G C 3 ( F R O N T ) A3.6ELEVATIONS= NUMBER OF KEYNOTE BELOW #- -KEYNOTES C2 C1 1 ASPHALT COMPOSITION ROOF SHINGLE 2C L A Y R O O F T I L E S 3 MULTI-WIDTH COMPOSITE SHAKE ROOF TILES 4 STANDING SEAM METAL ROOF 5 LIGHTWEIGHT BRICK VENEER 6 LIGHTWEIGHT STONE VENEER 7 STAIN GRADE CLEAR CEDAR SHIPLAP SIDING 8 CEMENT FIBER SHINGLE TONGUE AND GROOVE SIDING 9 CEMENT FIBER LAP SIDING 10 CEMENT FIBER BOARD AND BATTEN SIDING 11 PAINTED SMOOTH STUCCO 12 STUCCO REVEAL 13 STAIN GRADE WOOD GARAGE DOOR 14 PAINT GRADE WOOD GARAGE DOOR 15 STAIN GRADE WOOD ENTRY DOOR 16 WOOD CLAD WINDOW/DOOR WITH SIMULATED DIVIDED LITES 17 ALUMINUM WINDOW/DOOR 18 FIBER GLASS COLUMN 19 PAINTED STEEL COLUMN 20 STAIN GRADE CURVED GLULAM POST 21 STEEL CANOPY W/ CABLE INFILL 22 STAMPED CONCRETE STEPS 23 STONE TILE STEPS OVER CONCRETE SLAB 24 EXTERIOR LIGHT FIXTURE 25 ADDRESS SIGNAGE CLEARLY VISIBLE FROM ADJACENT STREETS OR ROADS 26 42" HIGH MIN. CABLE RAILING SYSTEM 27 42" HIGH MIN. WOOD RAILINGS AND CAP 28 42" HIGH MIN. WROUGHT IRON GUARDRAIL 29 BUSH HAMMERED CONCRETE 30 SHINGLE MOLD OVER BARGE BOARD 31 PAINTED METAL GUTTER 32 PAINT GRADE FASCIA 33 STONE OGEE MOLDING 34 STONE OGEE WINDOW SILL 35 STONE TRIM 36 PAINTED WOOD TRIM 37 STAIN GRADE WOOD TRIM 38 PAINTED HALF TIMBERS 39 PAINT GRADE WOOD BRACKET 40 STAIN GRADE SHAPED WOOD CORBEL 41 CLAY TILE ACCENTS 42 PAINT GRADE SHUTTERS 43 PLANTER BOX 44 (N) A/C UNIT CONDENSER PAD(S)--PROVIDE EL ECTRICAL TO THIS LOCATION AS REQUIRED, VERIFY SIZE AND QUANTITY WITH HVAC CONTRACTOR. A/C UNITS TO COMPLY WITH JURISDICTION'S NOISE ORDINANCE 2 1 3 5 23 6 8 9 22 11 11 13 13 14 15 15 15 16 16 16 18 18 22 10 6 24 24 24 25 25 25 28 30 31 31 31 32 35 36 38 39 41 42 43 1 ' - 3 " 1 1 ' - 3 " 9 ' - 0 " +/- 28'-7" (< 30' A.F.G.) + / - 2 9 ' - 2 " ( < 3 0 ' A . F . G . ) 1 ' - 3 " 1 1 ' - 3 " 9 ' - 0 " 1 ' - 3 " 1 1 ' - 3 " 9 ' - 0 " + / - 2 8 ' - 7 " ( < 3 0 ' A . F . G . ) +/ - 3 6 9 . 1 0 ' (N ) F I N I S H G R A D E +/ - 3 7 0 . 0 4 ' (E ) F I N I S H G R A D E +/ - 3 6 9 . 5 5 ' (N ) F I N I S H G R A D E +/ - 3 7 0 . 2 5 ' (E ) F I N I S H G R A D E N PROJECT NO.13-011 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013 PRELIMINARY PLANNING REVIEW 06.28.2013 PD PERMIT SUBMITTAL 06.10.2014 PD PERMIT RESUBMITTAL 07.10.2014 PD PERMIT RESUBMITTAL 08.11.2014 PD PERMIT RESUBMITTAL 05.01.2015 PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA 16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"1 1/ 4 " SO U T H E L E V A T I O N B U I L D I N G D 1 ( F R O N T ) 2 1/ 4 " SO U T H E L E V A T I O N B U I L D I N G D 2 ( F R O N T ) A3.7ELEVATIONS= NUMBER OF KEYNOTE BELOW #- -KEYNOTES1 ASPHALT COMPOSITION ROOF SHINGLE 2C L A Y R O O F T I L E S 3 MULTI-WIDTH COMPOSITE SHAKE ROOF TILES 4 STANDING SEAM METAL ROOF 5 LIGHTWEIGHT BRICK VENEER 6 LIGHTWEIGHT STONE VENEER 7 STAIN GRADE CLEAR CEDAR SHIPLAP SIDING 8 CEMENT FIBER SHINGLE TONGUE AND GROOVE SIDING 9 CEMENT FIBER LAP SIDING 10 CEMENT FIBER BOARD AND BATTEN SIDING 11 PAINTED SMOOTH STUCCO 12 STUCCO REVEAL 13 STAIN GRADE WOOD GARAGE DOOR 14 PAINT GRADE WOOD GARAGE DOOR 15 STAIN GRADE WOOD ENTRY DOOR 16 WOOD CLAD WINDOW/DOOR WITH SIMULATED DIVIDED LITES 17 ALUMINUM WINDOW/DOOR 18 FIBER GLASS COLUMN 19 PAINTED STEEL COLUMN 20 STAIN GRADE CURVED GLULAM POST 21 STEEL CANOPY W/ CABLE INFILL 22 STAMPED CONCRETE STEPS 23 STONE TILE STEPS OVER CONCRETE SLAB 24 EXTERIOR LIGHT FIXTURE 25 ADDRESS SIGNAGE CLEARLY VISIBLE FROM ADJACENT STREETS OR ROADS 26 42" HIGH MIN. CABLE RAILING SYSTEM 27 42" HIGH MIN. WOOD RAILINGS AND CAP 28 42" HIGH MIN. WROUGHT IRON GUARDRAIL 29 BUSH HAMMERED CONCRETE 30 SHINGLE MOLD OVER BARGE BOARD 31 PAINTED METAL GUTTER 32 PAINT GRADE FASCIA 33 STONE OGEE MOLDING 34 STONE OGEE WINDOW SILL 35 STONE TRIM 36 PAINTED WOOD TRIM 37 STAIN GRADE WOOD TRIM 38 PAINTED HALF TIMBERS 39 PAINT GRADE WOOD BRACKET 40 STAIN GRADE SHAPED WOOD CORBEL 41 CLAY TILE ACCENTS 42 PAINT GRADE SHUTTERS 43 PLANTER BOX 44 (N) A/C UNIT CONDENSER PAD(S)--PROVIDE EL ECTRICAL TO THIS LOCATION AS REQUIRED, VERIFY SIZE AND QUANTITY WITH HVAC CONTRACTOR. A/C UNITS TO COMPLY WITH JURISDICTION'S NOISE ORDINANCE 1 22 9 10 4 15 24 11 18 8 18 16 25 30 31 32 36 39 1 ' - 0 " 1 1 ' - 3 " 9 ' - 0 " + / - 2 9 ' - 1 " ( < 3 0 ' A . F . G . ) 1 ' - 0 " 1 1 ' - 3 " 9 ' - 0 " + / - 2 8 ' - 1 1 " ( < 3 0 ' A . F . G . ) +/ - 3 6 9 . 5 5 ' (N ) F I N I S H G R A D E +/ - 3 6 9 . 0 5 ' (N ) F I N I S H G R A D E +/ - 3 6 9 . 5 0 ' (E ) F I N I S H G R A D E +/ - 3 6 9 . 8 0 ' (E ) F I N I S H G R A D E 25 34 41 23 15 11 28 37 16 40 2 24 31 33 43 N PROJECT NO.13-016 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013PRELIMINARY PLANNING REVIEW 06.28.2013PD PERMIT SUBMITTAL 06.10.2014PD PERMIT RESUBMITTAL 07.10.2014PD PERMIT RESUBMITTAL 08.11.2014PD PERMIT RESUBMITTAL 05.01.2015PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT TRUESCHEMATIC ELEVATIONS A4.01 1" = 3 0 ' SH A N N O N R O A D 5 1" = 3 0 ' ST R U C T U R E S I N A D J A C E N T P R O P E R T I E S - -KEYPLAN2 1" = 3 0 ' SH A N N O N R O A D 3 1" = 3 0 ' LO S G A T O S B O U L E V A R D 4 1" = 3 0 ' LO S G A T O S B O U L E V A R D ST R U C T U R E AC R O S S T H E ST R E E T ST R U C T U R E I N AD J A C E N T PR O P E R T Y LO S G A T O S BO U L E V A R D ST R U C T U R E AC R O S S T H E ST R E E T ST R U C T U R E AC R O S S T H E ST R E E T ST R U C T U R E I N AD J A C E N T PR O P E R T Y ST R U C T U R E AC R O S S T H E ST R E E T ST R U C T U R E AC R O S S T H E ST R E E T ST R U C T U R E AC R O S S T H E ST R E E T ST R U C T U R E I N AD J A C E N T PR O P E R T Y ST R U C T U R E I N AD J A C E N T PR O P E R T Y ST R U C T U R E I N AD J A C E N T PR O P E R T Y ST R U C T U R E I N AD J A C E N T PR O P E R T Y ST R U C T U R E AC R O S S T H E ST R E E T 1/A4.02/A4.0 3/A4.0 4/A4.05/A4.0 N PROJECT NO.13-016 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013PRELIMINARY PLANNING REVIEW 06.28.2013PD PERMIT SUBMITTAL 06.10.2014PD PERMIT RESUBMITTAL 07.10.2014PD PERMIT RESUBMITTAL 08.11.2014PD PERMIT RESUBMITTAL 05.01.2015PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT TRUESECTIONSA5.01 1" = 3 0 ' LO S G A T O S B O U L E V A R D S E C T I O N 2 1" = 3 0 ' SH A N N O N R O A D S E C T I O N - -KEYPLAN1/A5.0 2/A5.0 N PROJECT NO.13-016 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013PRELIMINARY PLANNING REVIEW 06.28.2013PD PERMIT SUBMITTAL 06.10.2014PD PERMIT RESUBMITTAL 07.10.2014PD PERMIT RESUBMITTAL 08.11.2014PD PERMIT RESUBMITTAL 05.01.2015PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT TRUESECTIONSA5.11 1/ 1 6 " SE C T I O N T H R O U G H A 3 & C U N I T S 2 1/ 1 6 " SE C T I O N T H R O U G H A & B U N I T S - -KEYPLAN1/A5.1 2/A5.1AUNIT C 1ST FLOOR FINISH FLOOR = +/- 370.35'B UNIT C 1ST FLOOR CEILING HT (U.N.O.) = +/- 380.35'C UNIT C 2ND FLOOR FINISH FLOOR (U.N.O.) = +/- 381.60'D UNIT C 2ND FLOOR PLATE HEIG HT (U.N.O.) = +/- 389.60'E UNITS C2 & C3 PROPOSED BUIL DING HEIGHT = +/- 397.68'F UNIT C1 PROPOSED BUILDING HEIGHT = +/- 398.28'G MAX BUILDING HEIGHT ALLOWED = 30'-0" +/- 399.12'H UNIT C BASEMENT CEILING HT (U.N.O) = +/- 369.10'I UNIT C BASEMENT FINISH FLOOR = +/- 360.10' ABCDEF b acdefg G H I a UNIT A3 BASEMENT FINISH FLOOR = +/- 364.10'b UNIT A3 BASEMENT CEILING HT (U.N.O.) = +/- 372.35'c UNIT A3 1ST FLOOR FINISH FLOOR = +/- 373.60'd UNIT A3 1ST FLOOR CEILING HT (U.N.O.) = +/- 382.60'e UNIT A3 2ND FLOOR FINISH FLOOR (U.N.O.) = +/- 383.85'f UNIT A3 2ND FLOOR PLATE HEIGHT (U.N.O.) = +/- 392.85'g UNIT A3 PROPOSED BUILDING HEIGHT = +/- 398.54' b acdefgG 1 0 ' - 0 " 1 ' - 3 " 8 ' - 0 " 8 ' - 0 " 8 ' - 8 " 2 8 ' - 7 " 2 9 ' - 2 " 8 ' - 3 " 1 ' - 3 " 9 ' - 0 " 1 ' - 3 " 9 ' - 0 " 2 9 ' - 8 " 3 4 ' - 8 " 5 ' - 1 0 " 8 ' - 3 " 1 ' - 3 " 9 ' - 0 " 1 ' - 3 " 9 ' - 0 " 2 9 ' - 8 " 3 4 ' - 8 " 5 ' - 1 0 " +/ - 3 6 9 . 1 0 ' (E ) G R A D E +/ - 3 6 4 . 1 0 ' (N ) G R A D E 1 ' - 3 " 9 ' - 0 " N PROJECT NO.13-016 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013PRELIMINARY PLANNING REVIEW 06.28.2013PD PERMIT SUBMITTAL 06.10.2014PD PERMIT RESUBMITTAL 07.10.2014PD PERMIT RESUBMITTAL 08.11.2014PD PERMIT RESUBMITTAL 05.01.2015PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT TRUESECTIONSA5.21 1/ 1 6 " SE C T I O N T H R O U G H C 3 2 1/ 1 6 " SE C T I O N T H R O U G H C 2 & D 2 - -KEYPLAN1/A5.22/A5.2ELEVATION GRID LINE KEY A UNIT C & D 1ST FLOOR FINISH FLOOR = +/- 370.35'B UNIT C & D 1ST FLOOR CEILING HT (U.N.O.) = +/- 380.35'C UNIT C & D 2ND FLOOR FINISH FLOOR (U.N.O.) = +/- 381.60'D UNIT C 2ND FLOOR PLATE HEIG HT (U.N.O.) = +/- 389.60'E UNITS C2 & C3 PROPOSED BUIL DING HEIGHT = +/- 397.68'F UNIT D PROPOSED BUILDING HEIGHT = +/- 397.96'G MAX BUILDING HEIGHT ALLOWED = 30'-0" +/- 399.12'H UNITS C & D BASEMENT CEILING HT (U.N.O) = +/- 369.10'I UNITS C & D BASEMENT FINISH FLOOR = +/- 360.10' +/ - 3 6 9 . 1 0 ' (E ) G R A D E 9 ' - 0 " 1 0 ' - 0 " 1 ' - 3 " 8 ' - 0 " 8 ' - 0 " 8 ' - 8 " 2 8 ' - 7 " ABCDEG F H I 9 ' - 0 " 2 8 ' - 1 1 " 1 0 ' - 0 " +/ - 3 6 9 . 1 0 ' (E ) G R A D E ABCDEG F H I 9 ' 0 " 9 ' - 0 " N PROJECT NO.13-011 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013 PRELIMINARY PLANNING REVIEW 06.28.2013 PD PERMIT SUBMITTAL 06.10.2014 PD PERMIT RESUBMITTAL 07.10.2014 PD PERMIT RESUBMITTAL 08.11.2014 PD PERMIT RESUBMITTAL 05.01.2015 PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA 16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"PROPOSED STORY POLE PLAN P1.1 1 -COTTAGE AND LANDSCAPE INSPIRATION IMAGES 39 8 ' - 5 4 " 39 8 ' - 5 4 " 39 8 ' - 5 4 " 39 8 ' - 5 4 " 39 8 ' - 5 4 " 39 8 ' - 5 4 " 39 8 ' - 1 7 " 39 7 ' - 0 4 " 39 4 ' - 0 8 " 39 4 ' - 8 7 " 39 3 ' - 9 2 " 39 3 ' - 8 7 " 39 6 ' - 5 6 " 39 7 ' - 9 6 " 39 4 ' - 6 7 " 39 8 ' - 2 8 " 39 5 ' - 6 7 " 39 8 ' - 2 8 " 39 6 ' - 1 9 " 39 5 ' - 1 8 " 39 7 ' - 6 8 " 39 5 ' - 3 3 " 39 4 ' - 5 3 " 39 5 ' - 4 4 " 395'-18" 39 7 ' - 1 8 " 397'-68" 39 5 ' - 3 3 " 39 4 ' - 0 8 " POST ORANGE NET N PROJECT NO.13-011 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013 PRELIMINARY PLANNING REVIEW 06.28.2013 PD PERMIT SUBMITTAL 06.10.2014 PD PERMIT RESUBMITTAL 07.10.2014 PD PERMIT RESUBMITTAL 08.11.2014 PD PERMIT RESUBMITTAL 05.01.2015 PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA 16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"P1.211/8"WEST ELEVATION A & B BUILDINGS 2 1/8"SOUTH ELEVATION B & D BUILDINGS 3 1/8"SOUTH ELEVATION C BUILDINGSPROPOSED STORY POLE ELEVATIONS +/ - 3 6 9 . 4 5 ' (E ) F I N I S H G R A D E A1 A2 A3 A4 A5 B B D1 D2 C1 C2 C3 BM P POST ORANGE NET POST ORANGE NET POST ORANGE NET+/- 370.05' (E) FINISH GRADE +/ - 3 7 0 . 3 0 ' (E ) F I N I S H G R A D E +/ - 3 6 9 . 1 0 ' (N ) F I N I S H G R A D E +/ - 3 7 0 . 0 4 ' (E ) F I N I S H G R A D E +/- 369.55' (N) FINISH GRADE+/- 370.25' (E) FINISH GRADE +/ - 3 6 9 . 5 5 ' (N ) F I N I S H G R A D E +/ - 3 6 9 . 8 0 ' (E ) F I N I S H G R A D E +/- 369.05' (N) FINISH GRADE+/- 369.50' (E) FINISH GRADE25'-3" ABOVE EXISTING GRADE 2 6 ' - 3 " A B O V E E X I S T I N G G R A D E 2 9 ' - 8 " A B O V E E X I S T I N G G R A D E 2 6 ' - 9 " A B O V E E X I S T I N G G R A D E 2 9 ' - 1 1 " A B O V E E X I S T I N G G R A D E 2 9 ' - 1 " A B O V E E X I S T I N G G R A D E 2 8 ' - 1 1 " A B O V E E X I S T I N G G R A D E 2 9 ' - 2 " A B O V E E X I S T I N G G R A D E 2 8 ' - 7 " A B O V E E X I S T I N G G R A D E 2 8 ' - 7 " A B O V E E X I S T I N G G R A D E 39 8 ' - 5 4 " 39 8 ' - 1 7 " 39 4 ' - 0 8 " 39 7 ' - 0 4 " 39 5 ' - 1 8 " 39 7 ' - 1 8 " 393'-87" 39 8 ' - 5 4 " 39 8 ' - 2 8 " 39 3 ' - 8 7 " 39 6 ' - 5 6 " 39 3 ' - 8 7 " 39 6 ' - 5 6 " N PROJECT NO.13-011 REVISION DATE DESCRIPTION PRELIMINARY PLANNING REVIEW 06.11.2013 PRELIMINARY PLANNING REVIEW 06.28.2013 PD PERMIT SUBMITTAL 06.10.2014 PD PERMIT RESUBMITTAL 07.10.2014 PD PERMIT RESUBMITTAL 08.11.2014 PD PERMIT RESUBMITTAL 05.01.2015 PD PERMIT RESUBMITTAL 11.16.2015 STUDIO S SQUARED ARCHITECTURE, INC.C19 N. 2nd St., Ste. 205 San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 998 - 0982 IL VICINATO 11 NEW SINGLE FAMILY RESIDENCES 16212 LOS GATOS BLVD, LOS GATOS, CA 16212 LOS GATOS BOULEVARD, LLC A COMMUNITY PROJECT BY STEM DEVELOPMENT "FOR PLANNING APPROVAL ONLY--NOT FOR CONSTRUCTION"1 1/8"EAST ELEVATION A & B BUILDINGS 2 1/8"NORTH ELEVATION B & D BUILDINGS 3 1/8"NORTH ELEVATION C BUILDINGSP1.3PROPOSED STORY POLE ELEVATIONS+/- 369.45' (E) FINISH GRADE A1 A2 A3 A4 A5 B BMPPOSTORANGE NET POST ORANGE NET POST ORANGE NET B D1 D2 C1 C2 C3 A +/ - 3 7 0 . 0 5 ' (E ) F I N I S H G R A D E +/ - 3 6 9 . 0 5 ' (N ) F I N I S H G R A D E +/ - 3 6 9 . 5 0 ' (E ) F I N I S H G R A D E +/ - 3 6 9 . 5 5 ' (N ) F I N I S H G R A D E +/ - 3 6 9 . 8 0 ' (E ) F I N I S H G R A D E +/- 370.30' (E) FINISH GRADE +/- 369.10' (N) FINISH GRADE+/- 370.04' (E) FINISH GRADE +/ - 3 6 9 . 5 5 ' (N ) F I N I S H G R A D E +/ - 3 7 0 . 2 5 ' (E ) F I N I S H G R A D E 2 5 ' - 3 " A B O V E E X I S T I N G G R A D E 26'-3" ABOVE EXISTING GRADE 2 9 ' - 8 " A B O V E E X I S T I N G G R A D E 29'-11" ABOVE EXISTING GRADE 2 9 ' - 1 " A B O V E E X I S T I N G G R A D E 2 8 ' - 1 1 " A B O V E E X I S T I N G G R A D E 39 8 ' - 5 4 " 398'-54" 39 7 ' - 9 6 " 39 4 ' - 6 7 " 39 8 ' - 1 7 " 39 4 ' - 8 7 " 39 8 ' - 2 8 " 39 6 ' - 1 9 " 39 7 ' - 9 6 " 39 4 ' - 6 7 " 39 7 ' - 6 8 " 39 5 ' - 3 3 " 29'-2" ABOVE EXISTING GRADE 2 8 ' - 7 " A B O V E E X I S T I N G G R A D E 2 8 ' - 7 " A B O V E E X I S T I N G G R A D E BKF Er1GINEEI S isee LEGEND � iL t 44 �'• PROPERTY LINE LOT LINE ADJACENT LOT LINE MONUMENT LINE EASEMENT LINE SETBACK LINE LIMIT OF WORK VERTICAL CURB AND GUTTER VERTICAL CURB RETAINING WALL BIORETEN11ON BASIN ROLLED CURB AND GUTTER VALLEY GUTTER ASPHALT CONCRETE (AC) DECORATIVE VEHICULAR CONCRETE PERVIOUS PARKING PAVERS CONCRETE SIDEWALK CONCRETE DRIVEWAY PUBLIC CONCRETE BASIS OF BEARING THE BEARING, N20'40'00"E, OF THE CENTER LINE OF LOS GATOS BLVD (FORMERLY LOS GATOS AND SAN JOSE ROAD), AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, IN BOOK C OF MAPS AT PAGE 41, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. TENTATIVE MAP 16212 LOS GATOS BOULEVARD TOWN OF LOS GATOS, SANTA CLARA COUNTY, CALIFORNIA TRACT FOR 11 SFD AND 1 COMMON LOT LOT 10 3,522 SF iiii-.��_ —iii-1.ri�m—m—i1��G.r' .=PA IA �iiiiiiii--iiiiiiiiiiiii� i iiii�ii iiiiiil�ii �iiiiiiiiiiiiiiiiiiiiM MMMMMMMMMIMMMMMMMMMMMMMIMI ` iiiiiiii�ii�i� ^iiiiiiiiiiiiiAiiiiiMM IMMM-----iiii-- -- ------a--M-------------1--,.—iii—ii=MMiiii iMi. 1 N•m^m•�>•�—MiiiiiM lii iiii—M_MMM =ii��■ Ltd IN aiiii .ii iiii—i. :i �I liiiiiiiii—_imiiii—iiii—ii_�iA�. —�� i—iiMM�—� ii• 1 =iiii iii--Wi ii iiii—ice1 iiiilullmmommiiiiiiii—iiiiiiii�iiii�iii irtI�iiiiiiii—iiiiiiiiiii — e�n�iL�t�i —iiii—iii. LOT 7 6,440 SF 6,719 SF LOT 9 3,918SF oviiiiiii+M � iiii—iil i.mv -- i--_. I SHEET INDEX TM-1 TM-2 TM-3 TM-4 TM-5 TM-6 TM-7 TM-8 TM-9 TITLE SHEET DEMOLITION & TREE REMOVAL PLAN SITE PLAN/MAP SHEET PRELIMINARY GRADING AND DRAINAGE PLAN PRELIMINARY UTILITY PLAN PRELIMINARY INTERIM EROSION CONTROL PLAN EROSION CONTROL DETAILS POLLUTION PREVENTION — IT'S PART OF THE PLAN PRELIMINARY STORMWATER MANAGEMENT PLAN GRAPHIC SCALE 20 0 20 SCALE: 1 d1= 20' 40 PROJECT DATA OWNER AND SUBDIVIDER: Lnot _ %V.ryr • rilacpiTt 11441:,iennrrs fk er, ytt( P ia$ ROJECT SITE I'.r IWrrl8 I, M� :hurth-Los LaIcs Uszona i:seek I'Iegiltetire CerYCR; VICINITY MAP N.T.S. 1 6212 LOS GATOS BOULEVARD, LLC CONTACT: SCOTT PLAUTZ (408) 655-2326 ENGINEER: BKF ENGINEERS 1650 TECHNOLOGY DRIVE, SUITE 650 SAN JOSE, CA 95110 CONTACT: ISAAC KONTOROVSKY (408) 467-9100 APN: AREA: EXISTING ZONE: PROPOSED ZONING: EXISTING USE: PROPOSED USE: WATER SUPPLY: SEWAGE DISPOSAL: STORM DRAIN: GAS & ELECTRIC: TELEPHONE: CABLE: FIRE PROTECTION: FLOOD ZONE: GENERAL NOTES 523-06-010,011 0.96± ACRES CH - RESTRICTED COMMERCIAL HIGHWAY RESIDENTIAL PLANNED DEVELOPMENT COMMERCIAL 11 RESIDENTIAL UNITS (11 SINGLE FAMILY HOMES) AND 1 NON -DEVELOPABLE COMMON LOT SAN JOSE WATER COMPANY WEST VALLEY SANITATION DISTRICT TOWN OF LOS GATOS PACIFIC GAS & ELECTRIC SBC TELEPHONE COMPANY COMCAST SANTA CLARA COUNTY FIRE DEPARTMENT THIS PROPERTY IS LOCATED WITHIN ZONE D AS SHOWN IN FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 06085C0377H, DATED MAY 18, 2009. 1. TENTATIVE MAP: THIS TENTATIVE MAP IS BEING FILED IN ACCORDANCE WITH CHAPTER 3, ARTICLE 2, SECTION 66452 AND CHAPTER 4.5 OF THE SUBDIVISION ACT MAP. 2. AREA: THE BOUNDARIES OF THIS SUBDIVISION CONTAIN 0.96 ACRES AND ARE PROPOSED FOR SUBDIVISION INTO 11 STANDARD RESIDENTIAL LOTS AND 1 NON -DEVELOPABLE COMMON LOT. 3. BUILDING TYPE: THE BUILDING FOOTPRINTS SHOWN ARE FOR CONCEPTUAL PURPOSES ONLY. THE BUILDING TYPE, LOCATION AND STYLES WILL BE PERMITTED AS CONSTRUCTED IN CONFORMANCE WITH PROJECT PD REQUIREMENTS PRIOR TO THE APPLICATION FOR BUILDING PERMITS. 4. UTILITIES: A PUBLIC UTILITY EASEMENT IN THE FAVOR OF PG&E WILL BE CREATED TO FACILITATE MAINTENANCE OF ELECTRIC AND GAS METERS. SANITARY AND WATER SERVICE LATERALS BETWEEN THE BUILDINGS AND THE CLEANOUTS AND/OR WATER METERS WILL BE PRIVATELY OWNED AND MAINTAINED. THE STORM DRAINAGE SYSTEM WILL ALSO BE PRIVATELY OWNED AND MAINTAINED OR AS DESIGNATED. 5. ALL ACCESS ROADS AND DRIVES TO BE PRIVATE. 6. ALL EXISTING STRUCTURES TO BE REMOVED. 7. PROJECT IS REQUIRED TO HAVE AN 0&M AGREEMENT WITH THE TOWN TO MAINTAIN THE STORM WATER TREATMENT AREAS. HOA WILL BE THE RESPONSIBLE PARTY FOR THE MAINTENANCE OF THE SYSTEMS ENGINEER'S STATEMENT THIS TENTATIVE MAP HAS BEEN PREPARED BY ME OR UNDER MY DIRECTION IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICE. NORMAN I. KONTOROVSKY, P.E. DATE BKF ENGINEERS R.C.E. NO. 78090 o a Q o Q7ar) O < a w z ❑l a7 wua1Nrr CO O0 D CO W p I Lo ! Qz aas 4o3 co� ENGINEERS I SURVEYORS I P LAMIENS CALIFORNIA 0 W M <OW mW W m= > 0(0 <W I— 0J uZi rn� I— 0' J 1l eel 0 0 J LL 0 0 SANTA CLARA COUNTY c a •— et ❑ate: 2015-12-15 ui 0 IJ u) 31 In 0 0 0 0 0 Drawing Number: TM-1 1 OF ©BKF ENGINEERS LEGEND: INV INV 3 V 364 I • 364 SD •H RIM 370. IN 366 IN 365 IN 364. IM 3 • 96 INV 3 711 (6" E) INV 3; 21± {(8" SW) INV 111 8" NE) 12 (12" 36" (24' E) (30" SW) (36" NE) ss x SD w 6" VCP SS SS 2 as SS i MH IM 370.91 ----__ V 366.91+ 12 SW NV 366.71+ (12" SW) INV 366.66+ :(24" SW) 115' 8" N 8" NE SS w_ w SS SSss — S78'52'45'E 33.53'! "IP WITH TAG 36f a LANDS OF ABLER APN 523-06-042 16190 LOS GATOS BLVD LINE TO BE REMOVED f//////—/[LOT ////f/—///////— 88 ss ss Ss SDMH TO REMAIN PROTECT IN PLACE <s� d 7 a 549±SQ.Ff. (1.11 AC.) 313±SQ,FT. (0.94 AC.) SDAD RIM 369.27 INV 367.22+ (6" N) taro INV 367.22+ (6" E) 40 .-y INV 367.17+ {6" SW) "'dy ass W A , SDMH RIM 370. NV 366. INV 366. INV 366.9 SS SSr SS SS 9S U ° CO LE "k12 SHANNON ROAD 5+3.9° .� G /N5 V Al VE 349.62.v1ER ! LANDS OF PUSCHKE APN 523-06-014 16770 MAGNESON LOOP EX FEN SS SS 6S es ee C: Gt 1 365 211R ,,,,,/1/11/1111/17/11/7 FL twills r TO REtMAIN LANDS OF ROUSE APN 523-06-015 16760 MAGNESON LOOP .. 11a.20' 178.12' Ss S78 52'45" E 113.15' GL1 368 7 ti €0335 IP G�Ttt TC f DW E SS SS M LANDS OF HOWLAND APN 523-08-016 16750 MAGNESON LOOP LANDS OF JONG 523-06-009 176763 SHANNON ROAD w w SS SS rP P GUT�5 �E UP 365.2 UI FL G DEMOLITION NOTES: 1. ALL ONSITE CURBS, GUTTERS, CONCRETE PADS, ASPHALTIC CONCRETE AND ASSOCIATED BASE ROCK TO BE REMOVED. 2. EXISTING BUILDING TO BE REMOVED AND UTILITY SERVICES REMOVED BACK TO PROPERTY LINE. B.G� ! ! i ! ! ! 1 LANDS OF DUFORT APN 523-06-017 16740 MAGNESON LOOP ! ! w w— ! GRAPHIC SCALE 20 f ! i i r 0 20 40 SCALE: 1 "=20' NOTE: 1. BOUNDARY DATA COMPILED FROM RECORD INFORMATION. 2. MEASUREMENT OF BUILDING UNE IS TO THE FACE OF STUCCO OR SIDING. 3. NEIGHBORING BUILDING LINES APPROXIMATED BY BING MAPS AERIAL PHOTO. AC BC BW CB CMP CO CRN DW EC EM EP FCOR FD FF FL FH FW G GC GF GFC GM HCR INV IP JP LG 0/H PC RW R/W SL SSCO SSMH SDMH TBC TC TOB TOE TP TRC TW U/G VCP WV WM - CTV- - E- - G- - SS- - SD- - T- - W— x 0 ASPHALT CONCRETE BUILDING CORNER BACK OF WALK CATCH BASIN CORRUGATED METAL PIPE CLEAN OUT CROWN DRIVEWAY EDGE OF CONCRETE ELECTRIC METER EDGE OF PAVEMENT FENCE CORNER FOUND FINISHED FLOOR FLOW LINE FIRE HYDRANT FRONT OF WALK GROUND GARAGE CORNER GARAGE FACE/FRONT GROUND AT FENCE GAS METER HANDICAP RAMP INVERT IRON PIPE JOINT POLE LIP OF GUTTER OVERHEAD PROPERTY CORNER RETAINING WALL RIGHT—OF—WAY STREET LIGHT SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM DRAIN MANHOLE TOP BACK ROLLED CURB TOP OF CURB TOP OF BANK TOE OF BANK TOP OF PAVEMENT TOP OF ROLLED CURB TOP OF WALL UNDERGROUND VITRIFIED CLAY PIPE WATER VALVE WATER METER BOX CABLE TELEVISION LINE ELECTRICAL LINE GAS UNE SANITARY SEWER LINE STORM DRAIN LINE TELEPHONE LINE WATER UNE TREE TO BE REMOVED TREE TO REMAIN REMOVE SITE LIGHTING AND ASSOCIATED FOOTING EXISTING UTILITY TO BE REMOVED BASIS OF BEARINGS: THE BEARING, N20'40'00"E, OF THE CENTER UNE OF LOS GATOS BLVD (FMLY LOS GATOS AND SAN JOSE ROAD), AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, IN BOOK C OF MAPS AT PAGE 41, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. FOUND IRON PIPES (IP) IN LOS GATOS BOULEVARD AREA CONSISTENT WITH MONUMENTS PER RECORD OF SURVEY MAP BOOK 216 PAGE 12 BASIS OF ELEVATION: UTILITY NOTE: UNDERGROUND UTILITIES. SHOWN PER SURFACE EVIDENCE AND RECORD MAPS. MAY BE DIFFERENT THAN AS SHOWN. BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT (USA) 1-800-642-2444. p O >- '-_ X O v ooO r Z coC7) 1- w� LOIZCO CO CO¢oo lam Ag 122 TENTATIVE MAP z J 0 'a J !JO O W CO re W P LJJ O JZ AI p I r J 0 W CALIFORNIA SANTA CLARA COUNTY TOWN OF LOS GATOS d z Date: 2015-12-15 Scale: 1 "— 20' C9 LL cn To Drawn: FCG Job No:20116085-15 Drawing Number TM-2 2oF9 ®BKF ENGINEERS RTI s4 040 i r C.) r 11 a f7 0 a qr 0 to 0 co 0 NEW CURB RAMP PER TOWN STANDARD NEW PED SIGNAL WITH PED SIGNAL HEAD NEW SIGNAL H S70'57'451 `3.53' .12.86' 14, LI /7 o 1 1 1 10' SETBAC LAMS OF MUER N'N 523-06-042 16150 LOS GVTOS POD lOACCE qI—. uor IS. 2,995 SF 2,068 SF LOT 6 2,519 SF Z711 I 20' CLEAR 22' b PIE, ! E' fUE EVA , =ME-- ---.-R1---! Ililr= IMMO•— II." 111•11101=Mt= EMMINRIN� �i�i)tlli---------w�7i—✓� r..CISIIll -----I------MIL i----EN----Mi Y7--fi.li--1- fMI7-7IMG=!I3 ES:J-----Mil ---I----I-------___I ■av—-- Ali r--------i ICI -------- Emil, i----MOM I a---W717—MIME I---IJPi !nil ---------a I--ISdE: --------AL.'------I----R' -----I aa.—a['a IV; -----------I ---- - --- ---MI-------w--- Ink fi----R I---1\i,------ --- _-a 1--` --. ----------✓r"M—asaa------1 i---------rl------ ----- -----^t s>t--;r� MI M.r MI r..—_N r=.i--� .—.^AB- .---__----M—ar=a--- 7P�. ---- II LII --1 ■ 1+--I ■I d II'I.. I I i.. NP_11111I a --1 R--i A►E--------al.'I 1--------a* i------------------------a I--Ir.7----------GI'i---------Pi Ir------ - PI, -I - _ J II I'----1 R----■ a--i---1.—r•----------1•---------►I— -------a:ilaiJ-Iaii.4.7---a1I----- --a 1-il----------------t7ar r'1. 1MMIME 1----------7------IR-- --I.0 7,7:----- ----------!------f'--—--------- -----'--_-- — R---aII#IIMI;� ---(,rmatt.iw...—.'7—L�....'.=—!C."P..s�' MMMMM.MMMMMM= I 1 1 1 1 1 1 LANDS OF PUSCHKE APIs 523-06-014 067711 liAGNESON LOOP t, ;r�K7";rYt 45 10' 10' SETBAC 1 1 i 1 1 1 1 LANDS OF ROUSE APN 523-05-015 6760 M GN 9 4 LOOP 56 --i7Lim--Iia..----• I-------�—L3.1—m0---- i--1--. LOT 7 6,440 SF 8'PRUE NEW STRIPING ---- MIN •� ! ==a MI= MI 10' LOT $ ----- r Ara 8'PRUE SHANNON ROAD 3,918SF 1 1 5' SETBACK / 4- !////✓///////////////////✓/✓/✓/✓///✓ 7/6 f LN4OS OF I4 J*LAND APN 523-0G-015 15750 ILWNESON LOOP LANDSOf JONG APN 5223-06-009 1171W SHANNON ROAD 1 1 1 1 1 1 ANDS OF DURAT 4 523-06-017 40 WM:50N LAC' 1 i I LEGEND 1 —ll SRI= 7 ___ sa.mmMII -- —lt-- PROPERTY LINE LOT LINE ADJACENT LOT UNE MONUMENT LINE EASEMENT LINE SETBACK UNE LIMIT OF WORK VERTICAL CURB AND GUTTER VERTICAL CURB RETAINING WALL BIORETENIION BASIN ROLLED CURB AND GUTTER VALLEY GUTTER ASPHALT CONCRETE (AC) DECORATIVE VEHICULAR CONCRETE PERVIOUS PARKING PAVERS CONCRETE SIDEWALK CONCRETE DRIVEWAY PUBLIC CONCRETE SOLID GREEN BIKE LANE ABBREVIATIONS EVA = EMERGENCY VEHICLE ACCESS EASEMENT PED = PEDESTRIAN PUE = PUBLIC UTILITY EASEMENT PRUE = PRIVATE UTILITY EASEMENT PIE = PRIVATE INGRESS/EGRESS EASEMENT R = RADIUS SW = SIDEWALK TYP = TYPICAL NOTES 1. COMMON LOT A IS NON —DEVELOPABLE. 2. FOR TREE REMOVAL PLAN SEE SHEET TM-2. 3. FOR BOUNDARY INFORMATION SEE SHEET TM-2. 4. FOR IMPERVIOUS —PERVIOUS INFORMATION SEE SHEET TM-9. KEY NOTES ROLLED CURB AND GUTTER ROLLED CURB AND SPILL GUTTER SITE WALL CURB AND GUTTER CONCRETE VALLEY GUTTER GRAPHIC SCALE 20 0 20 SCALE: 1 "=20' 40 w o CD - <0CD U'-� z 0) 0) hi in ;r3 ;7 w� `O- vicn CALIFORNIA SANTA CLARA COUNTY 0 CD 0 J 0 0 z 0 N ki a u Drawn: FCG Job No: 20116085-15 Drawing Number: TM-3 3 OF 9 O BKF ENGINEERS 0 SDM 7O.40 INV' 65.94 INV 3b..0O V364.0: 364.♦ RD H M 370 INV 366. IN 365. IN INV3 INV 3 INV 71± 21i. 11± u on /SSMH RIM 370 4 INv 36 INV 36 ` f INV 36 6 E 6" SW 8" NE) 0 V 13 i aI I 1 "I'' � I- 0 -I" 0 (EX) FENCE n �e 1 SECTION A -A 0 53± .43± .33± SW 8" NW 8" NE FD 1 IP WITH TAG 24" f, 504 FD rip WITH TAG 3 • 1 O .cp o 0 -�a SSMH RIM 369.3± li TW 370.45 CONFORM (369.3±) CONFORM (TC 369.15±) SDAD RIM 370.4 309.39 TE1L IPA 369.35 SDAD RIM 370.5 369.50 RIM 370.7 369.65 RIM 370.8 369.80 RIM 372.0 BIORETENTION BASIN cv . 0 � 0� vlC101 d cr 6" 370.15 MAX 30" LANDSCAPE TT L ► ► ►I cr SS BCV RIM 369.3± L 73.45 TW 371.2 370.10 LANDS OF MILLER APN 523-D6-042 16190 LOS GATOS BLVD BUBBLER RIM 367.5 LOT 1 2,995 SF TW 370.50 BW 368.00 TW 366.50 TW 365.50 ► ► ► BW 365.50 BW 364.40 ► RIM 363.6- I i SLP FOR P RK FINE GRAD! G 368.00 TW 368.00 BW 366.50 366.00 364.80 8 ra�rlq,1NE c FF 370.70 LOT 11 I.I 5,678 SF LANDS DE PUSCHKE APN 523-06-014 16770 MAGNESON LOOP -66-01 JS GATOS BLVD/ +SITIC HOI19C "i r aGF 369.25 r . ae �� Ia i WA r��ilI!Ir'I��11W.'•aslal,•:MiMf��lr..M -Igl= I==rl �._ � . .1!. BC 369.20 ,. ASiw.��si'aS.:. /: J-my *■�I----flAlr7 ¢@71.--F 'ItdREMid WM!Ii-C::-+.•ml-_-. UL .- .-R*[���'-I�, 1101101101 rt 'r�L�� I:a=10E0Z At IN M•-u1AMi''%1 I1.. illll,--NNlla--Irn-rm` . :-.V,I MT,NEIMil =1011M-MIIM Mil MIMS W.10.+0 a-1li9-rr.��PMi !"a1AAOI..1 `�•I� MIMIIIfn--rir=1M=I I _ -- E VI iilrft=.719--k�1\� MI fig--I=IMii-....Il 1L=1fA--r,IA--rI LW_ -.iV1uI 17 �w--Ar:�1 -limm'gob ma F.aL .1 I . • III+ itaNNll=-III11=- -�.- MIZi.Z 1■ Lff3■M--r.:0.\ o-- 1rrt------- >171---Ir■--ba•r--iH.rama■--_l"i' --F--- ---,.- ---yl------1'1 a1:---l1I --all Fla -�1.l Ii 1f�-6>•r -- i---------f►rk1\1-111-' M--fill--rl�la-.hWI F:...f1f ='Ilirfl71T --'�J---Nf------�-� \ 1----------1r i.%--I ' 11-I•.Ii lin_11--I'{foMAIM =111J11M11f11-- MIL -f:• 10101.•-a1101- IMI== W--r ----------SM•'A U ■W1I M--.Ili-l•lf-1--aN7.'1--IIIri--all lal-WA, III-!''IIII--llfh----ram--a •4'` W ---_-----a7 ---s-.VSI--NII-fr-., lll--mlli-- rl1-fhfu--ur ralrfaAIt0I----ate.--!7 -".�� Lmm-----■-d.dt. e-1!-r■n- -fall --IX_ 1i-Mrfi 7 lrfm-=imilMrWr+.uil'=---EM-r wrurla \.. I --®a•lfs_ !N �a,�- ■ xi. J c. 5.7E-MAN 101. ICI: iJ7-falW I.. ► ► ► ► 70.8Qf� , ► ► LANDS OF ROUSE APN 523-06-015 16760 MAGNESON LOOP ©36�• 50 is?II�1& FF 371.05 TW 370.95 369.80 RIM 369.3 SIN to A1f"I r GF 369.10 LOT 7 6,440 SF 3▪ 69.9 369.35 369.361(1511R 35 R 369 R 1_It� G'� - 0'� 7////1///!/////////,////!///////lilm/ i (1. /, (EX) FENCE _ 1I11II E- 11IIIIIIIII1I a �-IIIIIIIIIIIIIIIIIIIIIIII 11117* 11111 � 111=" • =1 1 11I III- i' 111 111 1 1 '' III 111= SECTION B-B (N) BLDG / RIM 368.7 GF 369.80 LOT 8 6,719 SF GF 369.85 ..1111, if killiliieMMIM MM. \��rrmirlrr-icy Ilm.=1$ 'TlT/��r---L 1 �A7-- 1 ,,pit■.41 a:.� $. r:-�'.1s+ r 11.,�3Mrr.M-laa -.e 111� �--a<1-1isl� --■ ���I) w-kaI•:'�■f:LTrE'.i��-ilf�. 1 fll--M �GI.W 3a.d I!rp. . lI`s.i- •1�1A i . . 1,11111111 " Wf�1,L�'aai."'.�+ara !1ai--L1°'01--f,0 N11y--S.'--r 1 1 1■1 N-------'. 1'fr' ff-IM r'3M1i[llf iii_.1RS--r7--1 Lf&. I="-Altila-rs u1-- 1 fits lr' O 10l1r.0 li--.i!ll I II 1' f-31-i®�� -af 111---'i r,NI i- f el:op. f �n `w-y MOM i, i i.' ' IR1-r,��Irf i•+a. 1l1I�+. war. -I1 .s_•�: LOT 9 3,918SF FF 370.8 IM 368.3 e i __3368.2 368,8 1W 370.70 'S69.40 369.55 RIM 368.8 369.20 366 11 i R UR 7S36a'��t1ER 366' � ER 366.34 “ER 36>5.'�3rtI$ 11 �68 1P t666 5, GLI LVP �1 066� G ► ► 70.52 iC0 'J] 59 LANDS OF HOWLAND APN 523-06-016 1€750 MAGNESON LOOP LANDS OF JONG APN 523-06-009 16763 SHANNON ROAD I 69.53 ► 368.9± / 3 72a`-'" IN _- 368.8ts •�C�� CP - Es ss ss ss 0 cis SHANNON ROAD T0/ Y (EX) FENCE s =I�Ii ICI-111' 111=III-III-IIT;,III-ICI-1r TI- I-1 Ell I 1-� i I I I, SECTION C-C R (EX) FENCE 1=1I1=1I1=1I1-11-1I-1 -1I1 1II-III " -i - IIII SECTION D-D S3 CUT: 3,400 CUBIC YARDS FILL: 400 CUBIC YARDS LEGEND frRl--w-s.--Inmlimummioinnamma fu--rr---aK1 -flr-a•- I1flsmafaweiM _ NC ■ G • SSMHo • ■ ABBREVIATIONS BC = BCV = BW = CB = (EX) _ FF = FL = GF = HP = (N) _ OFD = R = PROPERTY LINE LOT LINE ADJACENT LOT LINE MONUMENT UNE LIMIT OF WORK VERTICAL CURB AND GUTTER VERTICAL CURB RETAINING WALL BIORETENTION BASIN ROLLED CURB AND GUTTER VALLEY GUTTER ASPHALT CONCRETE (AC) DECORATIVE VEHICULAR CONCRETE PERVIOUS PARKING PAVERS CONCRETE SIDEWALK CONCRETE DRIVEWAY PUBLIC CONCRETE STORM DRAIN MANHOLE OVERFLOW DRAIN AREA DRAIN JUNCTION BOX BUBBLER BOX STORM DRAIN CLEANOUT SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT WATER METER OVERLAND RELEASE BACK TOP OF CURB BACK CHECK VALVE FINISHED GRADE AT BOTTOM OF WALL CATCH BASIN EXISTING FINISHED FLOOR FLOWLINE ELEVATION GARAGE FLOOR HIGH POINT NEW OVERFLOW DRAIN PROPERTY LINE RADIUS EARTHWORK QUANTITIES ARE APPROXIMATE QUANTITIES AND ARE FURNISHED FOR INFORMATION ONLY. THE ACTUAL AMOUNT OF EARTH MOVED WILL VARY DEPENDING ON THE PROPERTIES OF THE SOILS ENCOUNTERED, THE CONTRACTOR'S METHOD OF OPERATION, ETC. BIDDERS ARE RESPONSIBLE FOR DOING THEIR OWN QUANTITY TAKEOFF. NOTES RIM SO SDAD SDJB SSMH SLP SSCO SW TYP TC TW 1. COMMON LOT A IS NON -DEVELOPABLE. = RIM OF GRATE ELEVATION = STORM DRAIN = STORM DRAIN AREA DRAIN = STORM DRAIN JUNCTION BOX = SANITARY SEWER MANHOLE = SEE LANDSCAPE PLANS = SANITARY SEWER CLEANOUT = SIDEWALK = TYPICAL = TOP OF CURB = TOP OF WALL GRAPHIC SCALE 20 0 20 SCALE: 1 "=20' 40 � XX 0>- V, ' - ski 0 <OO O) cD 0 w� CD < 0 0 W Ag an 1 Zo < J 0 0 W °Z • < • a w I-1 C aaoz Z0 la CO >'0 I- I- J <<ZU Z�ICI I- 1- J re W M a V] Z� � Q J -1W CCO Z a z Drawn: FCG Job No:20116085-15 Drawing Number TM-4 4 0F O BKF ENGINEERS 00a0ors SD RIM INV IN IN INV INV V 2 S 3• •.0t� 2 N) 364. 0# :6" S 364.a .± Lr36" W) 370. 366_ 365. 364. IM 3 INV 3 INV 3 INV 96 71± 21± .111- SSMH RIM 370 43 INV 36 53± (8' SW) INV 36 .43± 6" N INV 36 .33± 8' NE) 24 RCA rit w ss z as RIM 369.3± 6" INV 363.3 (6" INV 362.8±) IAD RIM 370.4 33'N6"SD S=0.02 SDAD RIM 370.5 30'N6"SD S=0.02 RIM 370.7 30' '6"SD S=0.02 SDAD RIM 370.8 30'N6"SD S=0.02 RIM 371.0 32'N6"SD S=0.02 i 1 f r INV 370.2 i' NEW PEDESTRIAN SIGNAL FOR r CROSSING FROM CURB RAMP TO "PORK CHOP", ISLAND, ! I ! r r ! ! ! RIM 369.3± EIUBBLER 1 RIM 367.5 SS BCV INV 363.E ZLP 7. 11:Ni 1410 Ca, LANDS OF MILLER APN 523-06-042 16190 LOS GATOS BLVD RIM 363.6 LOT 11 5,678 SF LOT 10 3,522 SF I I 1► IMI'`., : 1 - I ■i` jr1:17:MUI.--m-mi-miji;thsititt=2:1111==11 =7 ilIM .112E-11E/III --- Ili RI Illrr______r_______lm__ _ ........... I ..... '>�______ _ .. i i__ ___________..I___rr. _r._______ai:_t. _____ri._C. _____________________..__rr_. 1w__■■____.1__S 4•• 1___________p.i______r__..I___1.7_I0____r___ ________ ._■ _... _ y A__ Ems __r___ __ .. ___ _.I_-r__-r_. ._ _..____. I__ =_I/.e lc.. ___________________r._____i . I._. iii.m-rm-m-istinn v ■_r______r________ ___ _..r_. 1. .__r__ _____ r_____1 __ ___ ___ ___ ___.l►l. f__. .- 1,-__ .W.ms__ VA= N___ Imo'._ __ a`!____\O Zikk. ' = ____ �_______ ___ ___ I_.r.r .. .. r x_�m MPp�1____L+TI {.1y.1�2r►....J__ __.III ___lt•r�_\ `, �_________r illWA I r ..i.;1r,j _'ZAI___r___W__i%\ 118.20' INV 366.0 INV 365.20 RIM 369.3 71rrr✓rrrr✓rr1r//77771rrrrrrrrrrriir77i LOT 7 6,440 SF 6" INV 364.5 (6" INV 364.4±) OVERFLOW PIPE ( Ir _c.I__r_.. MIN FM MIi!_ _____r/tI m.__r___r_C1f rm._ ____..rw ,rl.______t.r 1__ ____r.,. III �._m_m�. ilr_____rs.� ..______NM f, a•Mr- a��r5l1 ua______-. rr.______" ■• .' III._r____sr . %D gisrimi liir �_WIMil in In f LANDS OF ROUSE APN 523-06-015 16760 MAGNESON LOOP 3,918SF 364.60 INV 364.40 6,719 SF IM 368.3 WI= MI 1. _..____W1 _ '.__ ____RIM'. 0 !' 1a__ _____r CB RIM 368.8 SHANNON ROAD ! ti LAND' APN 16763 5 LEGEND STORM DRAIN LINE (TREATED) STORM DRAIN LINE (UNTREATED) - - - - -PP- - - - - PERFORATED STORM DRAIN LINE w JT SANITARY SEWER LINE DOMESTIC WATER LINE JOINT TRENCH LINE (DESIGN BY OTHERS) - -- -FM- f - - STORM DRAIN FORCE MAIN (FROM PUMP) 0 OFD® AD • JB® BBQ SDCO • SSMH • ■ STORM DRAIN MANHOLE OVERFLOW DRAIN AREA DRAIN JUNCTION BOX BUBBLER BOX STORM DRAIN CLEANOUT SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT WATER METER OVERLAND RELEASE GRAPHIC SCALE 20 0 20 SCALE: 1"=20' 40 W � o o 0 cn Q U o O$ Z O) 0 La W� Z colnC7) =;61 lam I ag =I I Z 0< M as W Q) DW <0I W J � a� WNa I0Z J - M r J � W a CALIFORNIA SANTA CLARA COUNTY 0 CD 0 J LJ- 0 `o 5 1, cc 0 z 0 N 1 qi a rn Drawn: FCG Job No: 20116085-15 Drawing Number 5 OF 9 O BKF ENGINEERS Claaalea at Shaaaaa 1 cr W 30'N6'SD S=0.02 Ir EiJA:E?R Phni(NG LOT ,.5'-tar` OWE IIJTEREICE 30'N6"SD S=0.02 30'N6"SD S=0.02 32'N6"S0 S=0.02 LEGEND 0 0 33'N6' S=0.0 1 a_ IIMH R AIM .3 R / NV 7 Q STRAW ROLL PER DETAIL 253, SHEET TM-6 TEMPORARY CONSTRUCTION FENCE STORM DRAIN INLET PROTECTION PER DETAIL SE-10, SHEET TM-7 STABILIZED CONSTRUCTION ENTRANCE/EXIT PER DETAIL 250, SHEET TM-6 CONCRETE WASHOUT PER DETAIL 256, SHEET TM-7 1 v S'VIME SHANNON ROAD SHANNON ROAD LANDS OF PLISCHKE APN 523--06-014 16770 MAGNESON LOOP N :23e-i6-+16 62 2 LOS GATOS BLVD D 191Ns +GCSE = 1 1 LANDS OF ROUSE APN 523-06-015 16760 MACNESON LOOP PROTECT NEAREST DOWNSTREAM/ INLET GRAPHIC SCALE 1 1 i / 20 0 20 40 EROSION CONTROL NOTES 1. THIS SHEET IS INTENDED FOR EROSION CONTROL ONLY. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT ALL REQUIREMENTS SET FORTH IN THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. R2-2009-0009-DWQ, NPDES GENERAL PERMIT NO. CAS000002, STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES, SEPTEMBER 02, 2009, ALSO KNOWN AS THE CONSTRUCTION GENERAL PERMIT (CGP) AND THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP). 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A QUALIFIED STORM WATER POLLUTION PREVENTION PLAN PRACTITIONER (OSP) THAT WILL MONITOR THE SITE, IN ACCORDANCE WITH THE CGP. 4. SEE POLLUTION PREVENTION - IT'S PART OF THE PLAN SHEET TM-8 FOR ADDITIONAL REQUIREMENTS. 5. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. IN GENERAL, THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ANY SEDIMENT FROM LEAVING THE SITE, FIBER ROLLS, SAND BAGS AND ADDITIONAL SILT FENCES SHALL BE USED BY THE CONTRACTOR ON AN AS NEEDED BASIS TO INHIBIT SILT FROM LEAVING THE SITE AND ENTERING THE STORM DRAIN SYSTEM. ALL EXISTING, TEMPORARY OR PERMANENT CATCH BASINS SHALL USE THE SEDIMENT BARRIERS SHOWN ON THIS PLAN. SCALE: 1"=20' INTERIM EROSION CONTROL MEASURES (USE AS APPLICABLE TO YOUR PROJECT.) NOTES: 1. IT IS THE RESPONSIBIUTY OF THE OWNER/CONTRACTOR TO INSURE THAT NO MUD OR SILTATION LEAVES THE PROJECT SITE. 2. INTERIM EROSION CONTROL MEASURES MUST BE COMPLETED AND IN PLACE BY OCTOBER 1. 3. ALL INTERIM EROSION CONTROL MEASURES MUST BE CONTINUOUSLY MAINTAINED THROUGHOUT THE OCTOBER 1 TO APRIL 15 RAINY SEASON. 4. CALL THE INSPECTION UNE AT (408) 399-5760 BY SEPTEMBER 15 FOR INSPECTION CF EROSION CONTROL DEVICES. CALL 24 HOURS IN ADVANCE. INCLUDE GRADING PERMIT NUMBER. 5. IF EROSION CONTROL MEASURES ARE NOT IN PLACE AS REQUIRED OR NOT MAINTAINED, ALL WORK SHALL CEASE UNTIL EROSION CONTROL MEASURES ARE REMEDIED. MEASURES: 1. INSTALL SILT FENCE. PROVIDE DETAIL, SHOW LOCATION ON PLANS AND ADD NOTES AS NEEDED. 2. SEED EXPOSED AREAS PER TOWN SPECIFICATIONS. SEE BELOW. 3. INSTALL DRAINAGE MEASURES INCLUDING CATCH BASINS, ENERGY DISSIPATORS, ETC. PROVIDE DETAIL, SHOW LOCATIONS ON PLANS, AND ADD NOTES AS NEEDED. 4. INSTALL CHECK DAMS, SEDIMENT TRAPS AND BASINS, TEMPORARY SWALES. 5. INSTALL JUTE NETTING OVER SEEDED AND MULCHED SLOPES. 6. COVER BARE SLOPES WITH STRAW BLANKETS. SEEDING SPECIFICATIONS: 1. SEED AND MULCH WILL BE APPLIED BY OCT 1 TO ALL DISTURBED SLOPES AND TO ALL CUTS AND FILL SLOPES WITHIN OR ADJACENT TO PUBUC RIGHTS -OF -WAY AS DIRECTED BY TOWN ENGINEER 2. SEED AND FERTIUZER WILL BE APPLIED HYDRAULICALLY OR BY HAND AT THE RATES SPECIFIED BELOW. ON SLOPES, STRAW WILL BE APPLIED BY BLOWER OR BY HAND AND ANCHORED IN PLACE BY PUNCHING OR WITH JUTE NETTING. ITEM POUNDS/ACRE "Blandon brome 30 Annual rye grass 20 Fertilizer (16-20-0 & 15% sulfur) 500 Straw 4,000 3. SEEDED AREAS WILL BE REPAIRED, RESEEDED AND MULCHED, IF DAMAGED. APPROVED BY DATE JUNE 2004 TOWN ENGINEER INTERIM EROSION CONTROL NOTES STD. PLAN NO 255 INTERIM EROSION CONTROL NOTES N.T.S. PROJECT SIZE LENGTH OF CRUSHED ROCK ATB <_1/4 ACRE 30 0 <. 1 ACRE 50 0 < 3 ACRE 100 0 > 3 ACRE 100 50 x GEOTEXIILE FABRI UNDER QUARRY SPALLS X (SEE NOTE 2) x x x x 3.1 z PROVIDE FULL WIDTH 0 INGRESS/EGRESS AREA PLAN RIGHT OF WAY TYPICAL VARIES $ 0 PUBLIC ROAD s /_-_EX. ROAD NOT TO SECTION SCALE Q 4" CRUSHED ROCK WITH GEOTEXTILE MATERIAL UNDERNEATH. O 1RR�ApCyK�EpDMIIN�TOLTTHEp�PpUB�UC FRIGHHTE �OF WAY ALTERNA ES CONSITROUCTIIONRENTRANCES WILL BE CITE CONDI IT& PAND SIZEODICTATE ITY ENGINEER ON A CASE BY CASE BASIS, WHERE PHYSICAL 0 ATB DRIVEWAY RAMP, OR SITE ACCESS ROAD 20' WIDE MIN. SEE TABLE ABOVE FOR REQUIRED LENGTH. D© INSTALL ORANGE BARRIER FENCE TO DIRECT TRAFFIC ONTO CONSTRUCTION ENTRANCE C INSTALL 12" MIN. DIA. CULVERT IF A ROADSIDE DITCH IS PRESENT. NOTES: 1 SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION WITH 5.1 E L P13EERN1w. THE ENTRANCE IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM 2 MAINTENANCE - THE ENNTTRANCESHALL BE MAINTAINED INA CONDITION WHICH WILL PREVENT raiSFAYILKIRSAggirtairgartAGX-V-F5�S BE DIIC REMOVEDIMMEDIATEY. 3 RW�HHEELSSFSHAgL�L BE CLEANED ypgH�TTO REMOVE p SEDIM�ENNTT PRIOR pTTO ENTRANCE ��OqN STABILIZED WITH STONE AND WHICHWYRAIIA INTQ AN APPRb D SEDIMEN1pTRAPPING DEVICE, 4 PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. APPROVED BY DATE JUNE 2004 TOWN ENGINEER STABILIZED CONSTRUCTION ENTRANCE STD. PLAN NO. 250 STOCKPILE COVER FABRIC OVERLAP FABRIC 2' (TYP) SWALE OR BERM TO DIVERT SHEET FLOW ROPE SECURE FABRIC WITH STAPLES, ROCK BAGS. OR SIMILAR WEIGHT DEVICE PERSPECTIVE 8' (TYP) APPROVED BY DATE JUNE 2004 TOWN ENGINEER TEMPORARY STOCKPILE COVER STD. PLAN NO 257 ST-257.DWG TEMPORARY STOCKPILE COVER N.T.S. J J w a z w z Ir z w Cri 0 z cn w 0 (1) a 1- z w W 0 <� J w 0_w w� w0 0_ d M W 0 o a z z 0� of w 2. ADJACENT ROLLS SHALL TIGHTLY ABUT. 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND STRAW ROLL. 4. STRAW ROLLS SHALL BE PLACED ON SLOPES 0 MAX. 25' SPACING. 01i, < o(n z APPROVED BY DATE JUNE 2004 TOWN ENGINEER STRAW ROLL STD. PLAN NO. 253 w a a C0 0 < 0 o0i z as ®a V�'- w� el- el- u z i0 0 lam I ag ael I a. W 1- z W 1 Zz O l.� J J 0 0 J O 1 Z cc >0 W JZ O 0 CO (1)O Occ 1- W O� -I I. 1 r Z N- Z SANTA CLARA COUNTY 03 0 1, re c z Date: 2015-12-15 d N =II 5i cn C9 Ll- c Drawn: FCG a Job No: 20116085-15 Drawing Number: STABILIZED CONSTRUCTION ENTRANCE N.T.S. STRAW ROLL N.T.S. TM-6 6 OF 9 © BKF ENGINEERS V] 0 vi Z 90 (Lie, W a�a)4CJW UZ w ceWZ=aZmm 0 WOocnmwatl UQ W - U c ozZm(c W a dW*WwRW= uj U ommwmaV)V 0iz-actor-- aJ044mmo a ceWacaaUL,_ovzm R3O��Z0,_Oo ao; ZJ a�do W<0I- m0Up m NN O W cnw m0 J��5o=02V1 �a = rammWw =w mmo mLnOMo Sn UWWMErWWJ NI et cn UX mW CC �wZa{n% Zm wzZZa<C7<W cn cWmazW z a w 1-..wWW1- J3 JmW5WWama c) a ri W a_ U D:fn a a H N U co co I �L7 • 0 0Q IL 5 ©om Ulna I 2 s CO z 0 U cn APPROVED BY DATE JUNE 2004 TOWN ENGINEER SILT FENCE STD. PLAN N0 251 A. SHEET FLOW LESS THAN 1 ACRE SE-10 SILT FENCE N.T.S. SILT FENCE PER SE-01 GEOTEXTILE BLANKET DRAIN INLET SECTION A -A ELAN GEOTEXTILE BLANKET 6' MIN OVERLAP AT ENDS OF SILT FENCE SILT FENCE PER SE-01 A N OTES: 1 FOR USE IN AREAS WHERE GRADING HAS BEEN COMPLETED AND FINAL SOIL STABILIZATION AND SEEDING ARE PENDING SHAPE BASIN SO THAT LONGEST INFLOW AREA FACES LONGEST LENGTH OF TRAP 2. NOT APPLICABLE IN PAVED AREAS 3. NOT APPLICABLE WITH CONCENTRATED FLOWS STORM DRAIN INLET PROTECTION — TYPE 1 N.T.S. WEDGE LOOSE STRAW BETWEEN BALES A 12 MIL PLASTIC �G LINING WEIGHT IN CORNERS 2 WOODEN STAKES OR REBAR PER BALE (TYP) ROUGH WOODEN FRAME ASPHALT CONCRETE PLAN STAPLE AS REQUIRED BALES (BEYOND) A STRAW BALES REUSABLE ROUGH WOODEN FRAME 12 MIL PLASTIC LINING BINDING WIRE STRAW BALES (2) WEIGHT IN CORNERS NATIVE MATERIAL SECTION A —A APPROVED BY DATE JUNE 2004 TOWN ENGINEER TEMPORARY CONCRETE WASHOUT FACILITY STD. PLAN NO 256 TEMPORARY CONCRETE WASHOUT FACILITY NOTE: REMOVE SEDIMENT BEFORE REACHING ONE-THIRD FULL A SHEET FLOW f X N.T.S. GEOTEXTILE BLANKET STABILIZE AREA AND GRADE UNIFORMLY AROUND PERIMETER SECTION A -A i x IIHx L I I \ L_ x X X X NOTES: 1. FOR USE IN CLEARED AND GRUBBED AND IN GRADED AREAS Af SILT FENCE PER SE-01 ROCK FILTER (USE IF FLOW IS CONCENTRATED) EDGE OF SEDIMENT TRAP DRAIN INLET GEOTEXTILE BLANKET SILT FENCE PER SE-01 2. SHAPE BASIN SO THAT LONGEST INFLOW AREA FACES LONGEST LENGTH OF TRAP 3_ FOR CONCENTRATED FLOWS SHAPE BASIN IN 2: 1 RATIO WITH LENGTH ORIENTED TOWARDS DIRECTION FLOW SE-10 STORM DRAIN INLET PROTECTION — TYPE 2 N.T.S. FLOW SPILLWAY, 1-BAG HIGH SANDBAGS 2-BAGS HIGH TYPICAL PROTECTION FOR INLET ON SUMP EDGE OF PAVEMENT TYPICAL PROTECTION FOR INI FT ON GRADE NOTES: 1. INTENDED FOR SHORT TERM USE 2. USED TO INHIBIT STORM WATER FLOW 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP 4. BAG MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRICS SE-10 INLET EDGE OF PAVEMENT SANDBAGS 2-BAGS HIGH SPILLWAY, 1-BAC HIGH STORM DRAIN INLET PROTECTION — TYPE 3 N.T.S. 0 0 0 0 60 ascn cCi0c" W� coa00 cn T1- lam I CO m CALIFORNIA pJ IX Q 1_ 13- MmJa U UJ re 0 ~ Q Q �C Z � ,� O Q Z W I— 0 Z 0 r_ei 14 o cc W 0 0 J LL 0 0 w C 0 w y 0 C Z Date: 2015-12-15 Scale: 111 20' Drawn: FCG O a a Job No:20116085-15 Drawing Number TM-7 7 OF 9 O BKF ENGINEERS TABLE B TREATMENT CONTROL MEASURE SUMMARY DRAINAGE AREAS DRAINAGE AREA SIZE (SQ. FT.) PERVIOUS SURFACE (SQ. FT-) TYPE OF PERVIOUS SURFACE IMPERVIOUS SURFACE (SQ. FT.) IMPERVIOUS SURFACE TYPE (SQ. FT.) TREATMENT REQUIRED (CUFT.) BASE ROCK VOLUME (CU. FT,) SURFACE VOLUME (CU. FT.) PIPE VOLUME (CU. FT.) TREATMENT PROVIDED (CU. FT.) PROPOSED TREATMENT CONTROLS CONFORMS TO SIZE STANDARDS? ROOF (C=0,90) CONCRETE (C=0.80) (C=H.7O) ALT ASP A-1 30,595 12,150 LANDSCAPE (C=0,10) 18,445 9,720 5,925 2,800 1,370 485 0.3 VOID RATIO 250 6" OVER SURFACE 750 (3)48"DIA X 20FT LONG 1,485 IORETEN110N/ BYES INFILTRATION A-2 - - LANDSCAPE (C=0.10) - - - 0 - - 0.3 VOID RATIO - 6" OVER SURFACE - - _ N/A A-3 4,795 2.435 LANDSCAPE (C=0.10) 3,455 1,890 40 0 185 140 0.3 VOID RATIO 10 6" OVER SURFACE 70 (2)18"DIA X 20FT LONG 220 BIORETENTION/ INFILTRATION YES A-4 5,615 2,160 LANDSCAPE (C=0.10) 3,455 1,890 305 1,260 260 170 0.3 VOID RATIO 25 6" OVER SURFACE 125 (2)24"DIA X 20FT LONG 300 BIORETENTION/ INFILTRATION YES B-1 6,800 500 LANDSCAPE (C=0.10) 6,300 0 5,780 520 - - - - - - _ SIZING IS BASED OFF OF SANTA CLARA VALLEY URBAN RUNOFF POLLUTION PREVENTION PROGRAM'S SIZING FOR VOLUME -BASED TREATMENT MEASURES WORKSHEET IN APPENDIX B OF THE C.3 STORMWATER HANDBOOK - APRIL 2012. s I i I a_ IU I X IR I I N 11 Rrs N ? j \\\ 7010 $`�6'� INV 433± 43t V` NINV le i a 1 12 SW) 12" N) 36" s7 36" NW) ha I a a 1- i SDMH _ LM 370.91 V ± (12" SW) V 366.71± (12" SW) 366.91\ NV 366.66+ (24" SW) 163 0 sew S78'52'45E 33 53' J 0 CO 32.88. RIM 369.3± 6" INV 363.3 (6" INV 362.8±) SDAD RIM 370.4 INV 367.3 33'N6"SD S=0.02 SDAD RIM 370.5 INV 367.6 30"6" S=0.02 SDAD RIM 370.7 INV 367.9 30'N6"SD S=0.02 RIM 370.8 INV 368.2 30-6"SD S=0.02 RIM 371.0 INV 368.5 32'N6"SD S=0.02 RIM 372.0 INV 368.8 INV 370.2 NEW PEDESTRIAN SIGNAL FOR CROSSING FROM AMP TO SS BCV RIM 369. INV 363 INV 368.7 INV 369.0 INV 369.3 INV 369.6 INV 369.9 TO EXIS ' INV 367.0 LANDS OF MILLER APN 523-06-042 16190 L0S GATOS BLVD RIM 363.6 INV 360.5 1 1 LANDS OF PLISCHKE APN 523-06-014 16770 MAGNESON LOOP I 1 INV 365.20 LANDS OF ROUSE APN 523-06-015 16760 MAGNESON LOOP I 'Alt ,CZ i � 1 Ilia ° I ��Ia ' n_-_imm�_i �„ = I 2� Rr__rr___�_gm _I / _I ■-_.._ _� ____� .�>i.,L a_rw______rw_____M>r___OMMMram MI __ Ir.l___Ir_ww_l•_ im �____r.______.rlw=_____rw■■_lra,umiM1■___>lll♦imi _____Irw_ ■_rrl__r__1>1___rr______1.1l__rr_www11■ 1__rrM__w-t________1._r-r-wgir IMMIMI._1!__=_rr______r_-"M."IT 7__I .___Ir� __/ MVS Ir____I.1_ Ir_- ,Ilr______ Ilr__ _ M__Ir____ 1•1_i r/__.• '1l "-' 11• rIt-____r7_^mi___%! (ll 11!___r____1•_ r1r______rr IN -ir iI____Lrr J___a-11_�-S__ ✓ s >w>w1_ _.. .-rr1__MIMIillk%'ergI!../�_•r__' wa_I.r__11--� � r--.1",_ w1211MINimmr-AuerwimnItm RIM 364,5 NV 359.2 RIM 369.3 S.76 52'1O"E IN368.3_ i Wr m_1: ��r1_SIIMmim --_• 11�___-__ 1 p_u__>r_www 11_C7____.rw "WWI ■rr__MINN I. u1>r_u___IIPIIM=11•1==•11 1!__ __r-_ ____-„m __-_-i IMIMMIUM __-r.Il __ ,,. .-_rr_w11.. ___ aw■mat __.ar _____rr9af _r___.1111f _ ilk i _ ;��:. il1D�Fr� ".1 RIM 369.4 INV 366.2 IN 1365.0 6" INV 364.5 (6" INV 364.4±) OVERFLOW PIPE 578'52'45"E 113.15' SS ss ss ss 1 1 ss LAND' 167550N LAND APN 16763 S f TABLE A PERVIOUS AND IMPERVIOUS SURFACES COMPARISON TABLE PROJECT PHASE NUMBER (N/A. 1. 2. 3. ETC): 1 TOTAL SITE (ACRES): 0.96 TOTAL AREA OF SITE DISTURBED (ACRES): 0.96 IMPERVIOUS SURFACES EXISTING CONDITION OF SITE AREA DISTURBED (SQUARE FEET) PROPOSED CONDITION OF SITE AREA DISTURBED (SQUARE FEET) REPLACED NEW ROOF AREA(S) 2,350 2,350 11,230 PARKING 32,340 4,220 0 SIDEWALKS, PODIUM, PATHS. ETC. 3.825 3.825 5,495 STREETS (PUBUC) 0 0 0 STREETS (PRIVATE) 0 0 0 TOTAL IMPERVIOUS SURFACES: 38.515 10.395 16,725 PERVIOUS SURFACES LANDSCAPE AREA 3,390 3,390 12,490 PERVIOUS PAVING 0 0 1,605 OTHER PERVIOUS SURFACES (GREEN ROOF, ETC) 0 0 0 TOTAL PERVIOUS SURFACES: 3,390 3,390 13,775 TOTAL PROPOSED REPLACED + NEW IMPERVIOUS SURFACES: 27.120 TOTAL PROPOSED REPLACED + NEW PERVIOUS SURFACES: 17,485 BOLTED AND CHILD PROOF DRAIN -RITE IN LINE OVERFLOW DRAIN S\://t :/)/ >♦�//♦ti/ 414jj♦\// / / MANUFACTURER WELDED END PLATE WRAP DRAIN ROCK IN FILTER FABRIC (TYP). ♦�J/O/JZ��j� IOJf♦�JJ°`J/♦�/jOJJ♦\/f♦` PERFORATIONS W" DIAMETER 1" TO 1-1/2" COARSE DRAIN ROCK LEGEND MANUFACTURER WELDED 24" DIAMETER ACCESS RISER OR 8" CLEANOUT FOR PIPES LESS THAN 24" IN DIAMETER DIAMETER PERFORATED HANCOR ECOFIRST® DUAL WALL PIPE, SIZE PER TABLE B. VARIES SEE PLAN _' N'eiJi//rJ//J jrJ�'/ , ' '1;'*J/iJ✓'/ ,j' J,e✓J®!J,°;°`>/`of%</,t. `,!/``N. %�i,(%4J,.®/ ®/`*/`� ,,,:&�/®...e/ J �J� „z.,,,J `e4V //♦%/J��./♦//Or'' .//1 /V/.N./J,/♦//OIJti�/ f..V�f/�♦♦�l°�!Nfr/ ::%/ /'/♦/..V>,/ //♦/ .4" / / ///4 ./IhS,://♦J/♦//♦'/1�♦�/�f♦//? -4A/ '/ti&4/?'" ,Jr Aj .*. ,•t4.// /4�./ i//,��/j\/4/�4eNa. r/. /' -* ,r 1 �' a ••:t •-T • aT.I�a '• ammiso, 24" HI-Q COMPONENT HEADER VARIES SEE PLAN FINISHED GRADE. SEE PLANS FOR ELEVATION. `J� J//jJ °♦f SPECIFlEDBIO O IN PIL ROVISION ON CX SHALL E3.C.ET THE REQUIREMENTS TA ATTACHMENT L ° " I O�/♦ ���i�♦f��b°♦rr��i`��! i���s���i° �,�°J/- )( �) °COVER �i;°i'�Ji°J�r�°i�J�°J�s~i�JN°�:s OF THE MUNCIPAL REGIONAL STORMWAIER NPDES PERMIT `♦fo�� �jti \jam �� /� < fw r`t!'am bA 4/, �/j�l //.,,,,,/`�/.+ j `I�°i/�°l'/ w . wow , . ■.• w� .•Y.?i j -r' j:.. 12"I MIN I I A1AAAiA MANUFACTURER WELDED END PLATE 1" TO 1-1/2" COARSE DRAIN ROCK BELL AND SPIGOT FOR PIPES OVER 20.0' VARIES PER PIPE SIZE BIZ 1. BOTTOM OF TRENCH MUST BE A MINIMUM OF 10 FEET ABOVE GROUND WATER TABLE. BIORETENTION/ INFILTRATION SYSTEPLE: NO SCALE CE1EN710w1 SYS1EM DOABLE 024 •USIR PROPERTY LINE LOT UNE ADJACENT LOT UNE MONUMENT LINE EASEMENT LINE SETBACK LINE SAWCUT LINE LIMIT OF WORK VERTICAL CURB AND GUTTER VERTICAL CURB RETAINING WALL BIORETENTION BASIN DRAINAGE AREA BOUNDARY POINT OF TREATMENT OF DRAINAGE AREA OVERLAND RELEASE PATH SELF TREATING DESIGNATION DIRECTION OF FLOW GRAPHIC SCALE 20 0 20 SCALE: 1 "=20' 40 lal re - Ln �. a <ov z rnrn (DOCO(0 W LO I= Z CO CO ° an Ls= I Ag I Ca I Zz 0_ J 0 1 Z W W cc 0 Z W <0 z M co 8 W(1)WQ • O 1 d I- I- 1-(5.cc • a U Zin� z 1- 0Cr cn J40 ;12 >. O Z� M W O ao 0 0, d z Date: 2015-12-15 Scale: 1"=20' c 01 0, 0 3 2 3 0 Q. a Job No:20116085-15 Drawing Number: TM-9 9 OF 9 LO S G A T O S B L V D . MATCH LINE MATCH LINEMATCH LINE MATCH LINE 1 2 3 4 5 15 161718 19 2021 BRIDG E MEADOW R R R R R 14" HIGH SEAT WALL CURB CUT TO PROVIDE ACCESS BRIDG E MEADOWCHECK DAMS LO S G A T O S B L V D . MATCH LINE MATCH LINEMATCH LINE MATCH LINE 1 2 3 4 5 15 161718 19 2021 BRIDG E MEADOW R R R R R LO S G A T O S B L V D . MATCH LINE MATCH LINEMATCH LINE MATCH LINE 1 2 3 4 5 15 161718 19 2021 BRIDG E MEADOW R R R R R NEW STREET TREE X r e f U n i t A - f l o o r s 1 , 2 a n d 3 - L o s G a t o s S u b d i v i s i o n . d w g X r e f Z : \ C l i e n t s \ P l a u t z \ D r a w i n g s \ 3 - D e s i g n D e v e l o p m e n t \ X - R e f - A r c h F i l e s \ U n i t A . d w g NEW STREET TREE TREES TO REMOVE CRITICAL GRADE ZONE FOR TREES TREES TO SAVE TREES TO RELOCATE TREES TO REMOVE CRITICAL GRADE ZONE FOR TREES TREES TO SAVE TREES TO RELOCATE TREES TO REMOVE CRITICAL GRADE ZONE FOR TREES TREES TO SAVE TREES TO RELOCATE TREES Name Count WUCOLS SIZE NOTES ACER PALMATUM 'OSHIO BENI'1 M 36" ACER PALMATUM 'RED EMPEROR'3 M 15G JAPANESE MAPLE ARBUTUS 'MARINA'4 L 24"STANDARD ARBUTUS UNEDO 'COMPACTA'4 L 24"STANDARD ARBUTUS UNEDO STANDARD 2 L 36" CERCIS CANADENSIS MULTI 2 M 15G MULTI CITRUS MEYERI (DWARF)1 M 24" CITRUS 'WASHINGTON NAVEL' DWARF 2 M 24" LAGERSTROEMIA INDICA 'NATCHEZ' STD 2 L 24"STANDARD LAGERSTROEMIA 'MUSKOGEE'3 L 24"STANDARD MAGNOLIA 'SUSAN'2 M 24" PRUNUS LAUROCERASUS 'ENGLISH LAUREL'3 M 24"STANDARD QUERCUS ILEX 3 M 24"STANDARD TREES Name Count WUCOLS SIZE NOTES ACER PALMATUM 'OSHIO BENI'1 M 36" ACER PALMATUM 'RED EMPEROR'3 M 15G JAPANESE MAPLE ARBUTUS 'MARINA'4 L 24"STANDARD ARBUTUS UNEDO 'COMPACTA'4 L 24"STANDARD ARBUTUS UNEDO STANDARD 2 L 36" CERCIS CANADENSIS MULTI 2 M 15G MULTI CITRUS MEYERI (DWARF)1 M 24" CITRUS 'WASHINGTON NAVEL' DWARF 2 M 24" LAGERSTROEMIA INDICA 'NATCHEZ' STD 2 L 24"STANDARD LAGERSTROEMIA 'MUSKOGEE'3 L 24"STANDARD MAGNOLIA 'SUSAN'2 M 24" PRUNUS LAUROCERASUS 'ENGLISH LAUREL'3 M 24"STANDARD QUERCUS ILEX 3 M 24"STANDARD TREES Name Count WUCOLS SIZE NOTES ACER PALMATUM 'OSHIO BENI'1 M 36" ACER PALMATUM 'RED EMPEROR'3 M 15G JAPANESE MAPLE ARBUTUS 'MARINA'4 L 24"STANDARD ARBUTUS UNEDO 'COMPACTA'4 L 24"STANDARD ARBUTUS UNEDO STANDARD 2 L 36" CERCIS CANADENSIS MULTI 2 M 15G MULTI CITRUS MEYERI (DWARF)1 M 24" CITRUS 'WASHINGTON NAVEL' DWARF 2 M 24" LAGERSTROEMIA INDICA 'NATCHEZ' STD 2 L 24"STANDARD LAGERSTROEMIA 'MUSKOGEE'3 L 24"STANDARD MAGNOLIA 'SUSAN'2 M 24" PRUNUS LAUROCERASUS 'ENGLISH LAUREL'3 M 24"STANDARD QUERCUS ILEX 3 M 24"STANDARD EXISTING TREES Name NUMBER NOTES LAGERSTROEMIA INDICA 2 TO BE RELOCATED LAGERSTROEMIA INDICA 3 TO BE RELOCATED LAGERSTROEMIA INDICA 6 TO BE RELOCATED LAGERSTROEMIA INDICA 7 TO BE RELOCATED LAGERSTROEMIA INDICA 9 TO BE REMOVED LAGERSTROEMIA INDICA 11 TO BE RELOCATED QUERCUS ILEX 1 TO BE RETAINED QUERCUS ILEX 4 TO BE RETAINED QUERCUS ILEX 8 TO BE RETAINED QUERCUS ILEX 10 TO BE RETAINED QUERCUS ILEX 12 TO BE RETAINED QUERCUS ILEX 14 TO BE REMOVED EXISTING TREES Name NUMBER NOTES LAGERSTROEMIA INDICA 2 TO BE RELOCATED LAGERSTROEMIA INDICA 3 TO BE RELOCATED LAGERSTROEMIA INDICA 6 TO BE RELOCATED LAGERSTROEMIA INDICA 7 TO BE RELOCATED LAGERSTROEMIA INDICA 9 TO BE REMOVED LAGERSTROEMIA INDICA 11 TO BE RELOCATED QUERCUS ILEX 1 TO BE RETAINED QUERCUS ILEX 4 TO BE RETAINED QUERCUS ILEX 8 TO BE RETAINED QUERCUS ILEX 10 TO BE RETAINED QUERCUS ILEX 12 TO BE RETAINED QUERCUS ILEX 14 TO BE REMOVED EXISTING TREES Name NUMBER NOTES LAGERSTROEMIA INDICA 2 TO BE RELOCATED LAGERSTROEMIA INDICA 3 TO BE RELOCATED LAGERSTROEMIA INDICA 6 TO BE RELOCATED LAGERSTROEMIA INDICA 7 TO BE RELOCATED LAGERSTROEMIA INDICA 9 TO BE REMOVED LAGERSTROEMIA INDICA 11 TO BE RELOCATED QUERCUS ILEX 1 TO BE RETAINED QUERCUS ILEX 4 TO BE RETAINED QUERCUS ILEX 8 TO BE RETAINED QUERCUS ILEX 10 TO BE RETAINED QUERCUS ILEX 12 TO BE RETAINED QUERCUS ILEX 14 TO BE REMOVED DE S I G N F O C U S LA N D S C A P E A R C H I T E C T U R E & C O N S T R U C T I O N DESIGN FOCUS PO BOX 485 BEN LOMOND, CA 95005 (831) 336-3100 NE W R E S I D E N C E S A T 16 2 1 2 L O S G A T O S B L V D . LO S G A T O S , C A LA N D S C A P E SI T E P L A N REVISED: 12/17/2014 DESIGN BY: RJD DRAWN BY: OW SCALE: 1"=10'L1.1 MATCH LINE MATCH LINEMATCH LINE MATCH LINE5 6 7 9 8 10 11 12 13 14 841 s.f FLOOR 1 REF REF MATCH LINE MATCH LINEMATCH LINE MATCH LINE5 6 7 9 8 10 11 12 13 14 841 s.f FLOOR 1 REF REF MATCH LINE MATCH LINEMATCH LINE MATCH LINE5 6 7 9 8 10 11 12 13 14 841 s.f FLOOR 1 REF REF 14" HIGH SEAT WALL CURB CUT TO PROVIDE ACCESS NEW STREET TREE TREES TO REMOVE CRITICAL GRADE ZONE FOR TREES TREES TO SAVE TREES TO RELOCATE TREES TO REMOVE CRITICAL GRADE ZONE FOR TREES TREES TO SAVE TREES TO RELOCATE TREES TO REMOVE CRITICAL GRADE ZONE FOR TREES TREES TO SAVE TREES TO RELOCATE TREES Name Count WUCOLS SIZE NOTES ACER PALMATUM 'OSHIO BENI'1 M 36" ACER PALMATUM 'RED EMPEROR'3 M 15G JAPANESE MAPLE ARBUTUS 'MARINA'4 L 24"STANDARD ARBUTUS UNEDO 'COMPACTA'4 L 24"STANDARD ARBUTUS UNEDO STANDARD 2 L 36" CERCIS CANADENSIS MULTI 2 M 15G MULTI CITRUS MEYERI (DWARF)1 M 24" CITRUS 'WASHINGTON NAVEL' DWARF 2 M 24" LAGERSTROEMIA INDICA 'NATCHEZ' STD 2 L 24"STANDARD LAGERSTROEMIA 'MUSKOGEE'3 L 24"STANDARD MAGNOLIA 'SUSAN'2 M 24" PRUNUS LAUROCERASUS 'ENGLISH LAUREL'3 M 24"STANDARD QUERCUS ILEX 3 M 24"STANDARD TREES Name Count WUCOLS SIZE NOTES ACER PALMATUM 'OSHIO BENI'1 M 36" ACER PALMATUM 'RED EMPEROR'3 M 15G JAPANESE MAPLE ARBUTUS 'MARINA'4 L 24"STANDARD ARBUTUS UNEDO 'COMPACTA'4 L 24"STANDARD ARBUTUS UNEDO STANDARD 2 L 36" CERCIS CANADENSIS MULTI 2 M 15G MULTI CITRUS MEYERI (DWARF)1 M 24" CITRUS 'WASHINGTON NAVEL' DWARF 2 M 24" LAGERSTROEMIA INDICA 'NATCHEZ' STD 2 L 24"STANDARD LAGERSTROEMIA 'MUSKOGEE'3 L 24"STANDARD MAGNOLIA 'SUSAN'2 M 24" PRUNUS LAUROCERASUS 'ENGLISH LAUREL'3 M 24"STANDARD QUERCUS ILEX 3 M 24"STANDARD TREES Name Count WUCOLS SIZE NOTES ACER PALMATUM 'OSHIO BENI'1 M 36" ACER PALMATUM 'RED EMPEROR'3 M 15G JAPANESE MAPLE ARBUTUS 'MARINA'4 L 24"STANDARD ARBUTUS UNEDO 'COMPACTA'4 L 24"STANDARD ARBUTUS UNEDO STANDARD 2 L 36" CERCIS CANADENSIS MULTI 2 M 15G MULTI CITRUS MEYERI (DWARF)1 M 24" CITRUS 'WASHINGTON NAVEL' DWARF 2 M 24" LAGERSTROEMIA INDICA 'NATCHEZ' STD 2 L 24"STANDARD LAGERSTROEMIA 'MUSKOGEE'3 L 24"STANDARD MAGNOLIA 'SUSAN'2 M 24" PRUNUS LAUROCERASUS 'ENGLISH LAUREL'3 M 24"STANDARD QUERCUS ILEX 3 M 24"STANDARD EXISTING TREES Name NUMBER NOTES LAGERSTROEMIA INDICA 2 TO BE RELOCATED LAGERSTROEMIA INDICA 3 TO BE RELOCATED LAGERSTROEMIA INDICA 6 TO BE RELOCATED LAGERSTROEMIA INDICA 7 TO BE RELOCATED LAGERSTROEMIA INDICA 9 TO BE REMOVED LAGERSTROEMIA INDICA 11 TO BE RELOCATED QUERCUS ILEX 1 TO BE RETAINED QUERCUS ILEX 4 TO BE RETAINED QUERCUS ILEX 8 TO BE RETAINED QUERCUS ILEX 10 TO BE RETAINED QUERCUS ILEX 12 TO BE RETAINED QUERCUS ILEX 14 TO BE REMOVED EXISTING TREES Name NUMBER NOTES LAGERSTROEMIA INDICA 2 TO BE RELOCATED LAGERSTROEMIA INDICA 3 TO BE RELOCATED LAGERSTROEMIA INDICA 6 TO BE RELOCATED LAGERSTROEMIA INDICA 7 TO BE RELOCATED LAGERSTROEMIA INDICA 9 TO BE REMOVED LAGERSTROEMIA INDICA 11 TO BE RELOCATED QUERCUS ILEX 1 TO BE RETAINED QUERCUS ILEX 4 TO BE RETAINED QUERCUS ILEX 8 TO BE RETAINED QUERCUS ILEX 10 TO BE RETAINED QUERCUS ILEX 12 TO BE RETAINED QUERCUS ILEX 14 TO BE REMOVED EXISTING TREES Name NUMBER NOTES LAGERSTROEMIA INDICA 2 TO BE RELOCATED LAGERSTROEMIA INDICA 3 TO BE RELOCATED LAGERSTROEMIA INDICA 6 TO BE RELOCATED LAGERSTROEMIA INDICA 7 TO BE RELOCATED LAGERSTROEMIA INDICA 9 TO BE REMOVED LAGERSTROEMIA INDICA 11 TO BE RELOCATED QUERCUS ILEX 1 TO BE RETAINED QUERCUS ILEX 4 TO BE RETAINED QUERCUS ILEX 8 TO BE RETAINED QUERCUS ILEX 10 TO BE RETAINED QUERCUS ILEX 12 TO BE RETAINED QUERCUS ILEX 14 TO BE REMOVED DE S I G N F O C U S LA N D S C A P E A R C H I T E C T U R E & C O N S T R U C T I O N DESIGN FOCUS PO BOX 485 BEN LOMOND, CA 95005 (831) 336-3100 NE W R E S I D E N C E S A T 16 2 1 2 L O S G A T O S B L V D . LO S G A T O S , C A LA N D S C A P E SI T E P L A N REVISED: 12/17/2014 DESIGN BY: RJD DRAWN BY: OW SCALE: 1"=10'L1.2 ABOVE CADE NOTES: ALL LUMBE OR KILN-D 6 O„ 2x4 TOP 1x1 TR N 1x6 VERT (LA.D ON RA L CAL SLATS D ACONAL) 4X4 POST 2x4 2X6 SOTTO R S ALL BE CON -HEART R ED WESTERN RED CEDAR \C REDWOOD CONC BETE FOOT RA NG L \C _ SIC GRADE ON GOOD \ -IG RELEASE POINT N WALL TO BE PROVIDED AT 3" ABOVE LOW PO NT (SEE C6 -0R RELEASE PO N LOCAT ON S). BOR WALL STONE: M X OF VON-ANA GOLD & W LLOW CREEK W T S ERRA GRAN TE BOULDERS NATIVE SOIL- 12" E NOTES vIBEDVIE NT • WALL ROCK TO BE A AVE LARGER AT BASE. PREDOM 12" N S ZE. 4-6 18" M N. „et 72 lag s V. w rolPlIPAtt- osdpiTos \/\\\ \ \rr y/�\rr\yy�\ r�\rf\\rr\ rr�T\ri�:k\i SCALE: 1 /2"= AREA BE ND WALL BACKS LLED AND PAC AS WALL S BUILT PLANTER M VAX. )f J 7PERv 1 12" LOW EABILITY SOIL <ED X RECESSED IV ORTAR, OPTIONAL, SEE PLAN CLASS 2 PERMEABLE MATERIAL, WRAPDED IN F LTER FABR C 4" PERFORATED DRA N RIPE (=OR VORTARED WALLS ONLY) SEE SHEET LAYOUT PLAN IF APRLICABLE NATIVE SOIL CLASS 2 PE v _r- RMEABLE ATERIAL 6" N N. DEPT RAGE SIZE OF 12" UP TO WHEEL BARROW SIZE OR NANCE OF ROCK AT BASE TO BE A MIN MUv OF • BASE ROCKS TO BEAR ON COVDACTED CLASS 2 DER vEABLE • ROCK TO BEAR ON VIN MUv DE TWO ADJACENT ROCKS. • ROCKS TO BEAR ON AT LEAST THREE CONTACT ROINTS (TWO v ATE R AL. FRONT AN D • N ONE DIMENSION. • RY SEASON. • CONTRACTOR RESDONS BEE FOR TEMRCRARY EXCAVATION STAB L TY. • NO ROCKS SHALL COvE LOOSE N K CK TEST. • MAX MUM 30" DRY STACK WALL W TH A vAXIVIUM BACKSLORE NCLINE OF 3:1. - GHER WALLS OR STEEPER BACKSLOPE W LL REQUIRE LARGER STONES DR GEGSYNTHETICALLY RE NFORCED BACKS LL TO BE DESIGNED BY GEGTECHNICAL ENGINEER. • RELEASE PO NT N WALL TO BE PROVIDED AT 3" ABOVE LOW PONT, T ONE REAR). CAP ROCK v I N. 12" CONSTRUCT DURING D S S NOT AN ENGINEERED PLAN T E UN QUENESS OF MATERIALS AND NATURE OF A STRUCTURE OF T S YPE RENDER IT UNQUANTI ABLE. T E NSTALLER MUST NTERPRET THE DETA LS AND SPEC EICAT ON AS MINIMUM REQU REvENTS N T E CONSTRUCT ON OF EACH WALL FOR T E SITE SPECIE SITUAT ON 3 s 0` WALL DRY -STACK OR V OR AR -D SCALE: 1"-1'-0" C ABOVE CADE GATE LATCH 1-6 L) FACE OF BUILDI 2'' G 2x4 TO 1 x1 TRI 1x5 VE ix VE ALTER 2X4 BAC 2x4 RAIL v TICAL SLATS RT CAL SLATS, T&G, AT NC WIDTHS FRAM NG ON -SIDE 0= GATE 2X6 B0TT0 36" EQ. EQ. VA RIES SEE PEA NOTES: ALL LUvIBER S ALL BE CON -HEART 0 KILN -DRIED WESTERN RED CEDA NC A D GAT REDWOOD R CON v RA CRETE LOOTING L NC 1x6 VERTC (LAD ON D GRADE SECTION B� GOOD -IC EIG T VARIES, SEE CIV L GRADES FINISH GRADE, BOTTOM OF WALL r/ BCR SCALE: 1/2" 0 " iffiskittri i_.... ��miIIII�Illlll S 0 -VAT 0 CK DAV OVE S 5 0 AL SLATS AGONAL) RFLOW LEVEL/ RILLWAY \ISH CADE, BAC = WALL K 2x4 VERTICAL MEMBER 1X4 LATTICE (2) 2X4 TOP RAIL rA LA\ S -CTIO CD M 4X4 ROST, 22.5° RYRAM D CUT CAP 4x4 POST, 22.5° DYR AMID CUT CA (2) 2x4 C -L VA ION C AND GAT CONC 1x4 LA 0 RA ICE (2) 2x4 BOTTOM RA RETE FOOT C NC S E ON L BIORETENT ON SO L vIX, TO BE SPEC TIED AS PER PERCOLA-ION RATE REQU REVENTS RECESSED MORTAR ON BAC SDE OF WALL (\AIX WIT WATERPR00 NG AGENT) WALL STONE: VIX OE MONTANA COLD & W FLOW CREEK, W TH S ERRA GRANITE BOULDERS CLASS I BASE ROCK, VIN. 6" DER -PH NAT VE SOIL U ORTAR-D STO\ R0\T — L VA 0\ C CK DAV SCALE: 79 o " TOP OF CHECK DAvAT SP LLWAY, APPROX. 3" ABOVE FINISH GRADE TOP OF CHECK DAV, APPROX. 6" ABOVE FINISH GRADE FINISH GRADE, BACK DE WALL, SEE C VIE PLANS FINIS- GRADE, BOT OM OF WALL, SEE C VIE BEANS \'// N ORTAIR D STO\ SCALE: 1 "-1' 0" LOW GARD } II III E N II} I( STONE CA LEDGE STONE ON EDGE STUCCO FNS SH C RADE -VATIC CCO WA D 4' M A X ST SCALE: 1 /2":= 0" STONE CAP, LEDGE STONE, SET ON EDGE STUCCO FIN S 0 CONPLIvENT HOUSE WALLS F N 8" BLOCK S GRADE SEE SL-1 FOR RUCTURAL DETAILS S 12" f - CT 0 SCALE: 1 /2"-1' 0" 11I-I 4' MAX NOTE: ALL FENCES ARE A MAXIMUM OF 6' ABOVE GRADE < `L' cr) Qw DESIGN PO BOX 485 BEN LOMOND, CA 95005 (831) 336-3100 FOCUS REVISED: 11/20/2015 DESIGN BY: RJD DRAWN BY: LT SCALE: AS NOTED L2.1 ♥ BX BX LO S G A T O S B L V D . MATCH LINE MATCH LINEMATCH LINE MATCH LINE BRIDG E MEADOW NEW STREET TREE NEW STREET TREE EXISTING QUERCUS ILEX #4 EXISTING QUERCUS ILEX #1 DE S I G N F O C U S LA N D S C A P E A R C H I T E C T U R E & C O N S T R U C T I O N DESIGN FOCUS PO BOX 485 BEN LOMOND, CA 95005 (831) 336-3100 NE W R E S I D E N C E S A T 16 2 1 2 L O S G A T O S B L V D . LO S G A T O S , C A LA N D S C A P E PL A N T I N G P L A N REVISED: 12/17/2015 DESIGN BY: RJD DRAWN BY: OW SCALE: 1"=10'L3.1 NOTE: PLANT & TREE LEGEND ARE ON L3.3 c STONE 8" TALL c c c c ccc cc c c ccc c c cc c ccc c c cc c cc c c cc c cc cc SHANNON ROAD MATCH LINE MATCH LINEMATCH LINE MATCH LINE 841 s.f FLOOR 1 REF EXISTING CREPE MYRTLE #11 TO BE RELOCATED HERE EXISTING CREPE MYRTLE #7 TO BE RELOCATED HERE EXISTING CREPE MYRTLE #2 TO BE RELOCATED HERE EXISTING CREPE MYRTLE #3 TO BE RELOCATED HERE EXISTING CREPE MYRTLE #6 TO BE RELOCATED HERE NEW STREET TREEEXISTING QUERCUS ILEX #8 EXISTING QUERCUS ILEX #10 DE S I G N F O C U S LA N D S C A P E A R C H I T E C T U R E & C O N S T R U C T I O N DESIGN FOCUS PO BOX 485 BEN LOMOND, CA 95005 (831) 336-3100 NE W R E S I D E N C E S A T 16 2 1 2 L O S G A T O S B L V D . LO S G A T O S , C A LA N D S C A P E PL A N T I N G P L A N REVISED: 12/17/2015 DESIGN BY: RJD DRAWN BY: OW SCALE: 1"=10'L3.2 NOTE: PLANT & TREE LEGEND ARE ON L3.3 PLANT LEGEND Name Count SIZE WUCOLS NOTES ABUTILON 'PINK SUPREME'1 5G M AEONIUM PSEUDOTABULAFORME 'GREEN PLATTERS'90 1G L AGAPANTHUS 'BABY PETE'300 AGAPANTHUS 'MIDNIGHT BLUE'194 1G M 18"O.C. (1G PLANTS PROPAGATED BY TISSUE) AGAPANTHUS 'STORM CLOUD'151 1G M 2' O.C. ANIGOZANTHOS FLAVIDUS 'DARK RED'10 5G L AZALEA 'RED BIRD'3 5G M BOGAINVILLEA 'BARBARA KARST-TRACHELOSPERMUM JASMINOIDES 7 15G/5G M 15G BOUGAINVILLEA AND 5GJASMINE STAKED BUDDLEIA DAVIDII 'PETITE PLUM'2 5G L BUXUS 'GREEN BEAUTY' 24 2 24"M TOPIARY BALLS CAMELLIA JAPONICA 'NUCCIO'S GEM'2 15G M CAMELLIA JAPONICA 'NUCCIO'S PEARL'15 15G M CAREX DIVULSA 103 1G M CHAMAECYPARIS OBTUSA 2 15G M (HINOKI FALSECYPRESS) CITRUS X MEYERI 1 24"M DWARF MEYER LEMON BUSH CLEMATIS MONTANA 'MAYLEEN'1 M M CLIVIA MINIATA 3 2G M CORDYLINE FESTIVAL GRASS 4 5G L COTONEASTER 'CONGESTUS LIKIANG 36 1G L 36"O.C. DESCHAMPSIA CESPITOSA 18 1G L ECHEVERIA ELEGANS 14 4"L 8" O.C. FICUS PUMIILA 9 5G M REMOVE FROM STAKE & OUT TO GROUND FUCHSIA MAGELLANICA VAR. PUMILA 2 5G M GERANIUM BIOKOVO 464 1G M 15"O.C. GERANIUM LAVENDER IVY 62 1G M GERANIUM 'ROZANNE'31 1G M 18"O.C. GERANIUM X RIVERSLEAIANUM 'MAVIS SIMPSON'193 1G M 18"O.C. HARDENBERGIA VIOLACEA 'HAPPY WANDERER'7 5G M HELLEBORUS ORIENTALIS 'DARK DANCER'5 1G M 18"O.C. HEMEROCALLIS 'CRANBERRY BABY'329 1G M 18" O.C. HEMEROCALLIS 'JOAN SENIOR'16 1G M 18"O.C. HEMEROCALLIS 'LITTLE MISS SUNSHINE'59 1G M 18"O.C. HYDRANGEA ANNABELLE 5 5G M HYDRANGEA MACROPHYLLA 'BAILMER'8 5G M ENDLESS SUMMER IRIS ENSATA 'BENI-BOTAN'28 1G H KERRIA JAPONICA PLENIFLORA 1 5G KNIPHOFIA 'CHRISTMAS CHEER'8 5G M KNIPHOFIA 'THOMPSONII'4 5G M LAVATERA THURINGIACA 'BARNSLEY'1 5G L LOROPETALUM CHINENSE 'RAZZLE DAZZLE'3 5G M MIMULUS GUTTTATUS 34 1G H MUHLENBERGIA CAPILLARIS 9 1G L MUHLENBERGIA RIGENS 9 1G L PENSTEMON GLOXINOIDES 'MIDNIGHT'7 1G M PHORMIUM 'CHOCOLATE BABY'15 5G L PHORMIUM COOKIANUM 'TRICOLOR'5 5G L PHORMIUM 'TOM THUMB'43 5G L PRUNUS CAROLINIANA 9 24"L COLUMN RHAMNUS CALIFORNICA 'LEATHERLEAF'9 5G L RHAMNUS CALIFORNICA 'SEA VIEW'3 5G L NOTES RHAPHIOLEPIS INDICA 'CLARA'1 5G L RHAPHIOLEPIS UMBELLATA 'MINOR'16 5G L RHODODENDRON 'ANNA KRUSCHKE'1 5G M ROSA 'FLOWER CARPET WHITE'32 2G ?30"O.C. c ♥ BX 2 5G H M JASMINUM POLYANTHUM ANIGOZANTHOS 'ORANGE CROSS'1 5G L 1G L CAMELLIA SASANQUA 'APPLE BLOSSOM' ESPALIER 2 15G M TREES Name Count WUCOLS SIZE NOTES ACER PALMATUM 'OSHIO BENI'1 M 36" ACER PALMATUM 'RED EMPEROR'3 M 15G JAPANESE MAPLE ARBUTUS 'MARINA'4 L 24"STANDARD ARBUTUS UNEDO 'COMPACTA'4 L 24"STANDARD ARBUTUS UNEDO STANDARD 2 L 36" CERCIS CANADENSIS MULTI 2 M 15G MULTI CITRUS MEYERI (DWARF)1 M 24" CITRUS 'WASHINGTON NAVEL' DWARF 2 M 24" LAGERSTROEMIA INDICA 'NATCHEZ' STD 2 L 24"STANDARD LAGERSTROEMIA 'MUSKOGEE'3 L 24"STANDARD MAGNOLIA 'SUSAN'2 M 24" PRUNUS LAUROCERASUS 'ENGLISH LAUREL'3 M 24"STANDARD QUERCUS ILEX 3 M 24"STANDARD ROSA 'MUTABILIS'22 5G L ROSA 'SALLY HOMES'20 5G M SALVIA CHIAPENSIS 11 5G M SALVIA LEUCANTHA 3 SARCOCOCCA RUSCIFOLIA 24 5g L STIPA GIGANTEA 2 1G M SYRINGA VULGARIS 3 5G L THUJA OCCIDENTALIS 'EMERALD GREEN'2 15G M THUJA OCCIDENTALIS 'SMARAGD'15 24"M VIBURNUM OPULUS 3 15G M WISTERIA SINENSIS 'COOKE'S SPECIAL'3 5G M WOODWARDIA FIMBRIATA 9 BIOSWALE GRASS MEADOW 5G M EXISTING TREES Name NUMBER NOTES LAGERSTROEMIA INDICA 2 TO BE RELOCATED LAGERSTROEMIA INDICA 3 TO BE RELOCATED LAGERSTROEMIA INDICA 6 TO BE RELOCATED LAGERSTROEMIA INDICA 7 TO BE RELOCATED LAGERSTROEMIA INDICA 9 TO BE REMOVED LAGERSTROEMIA INDICA 11 TO BE RELOCATED QUERCUS ILEX 1 TO BE RETAINED QUERCUS ILEX 4 TO BE RETAINED QUERCUS ILEX 8 TO BE RETAINED QUERCUS ILEX 10 TO BE RETAINED QUERCUS ILEX 12 TO BE RETAINED QUERCUS ILEX 14 TO BE REMOVED DE S I G N F O C U S LA N D S C A P E A R C H I T E C T U R E & C O N S T R U C T I O N DESIGN FOCUS PO BOX 485 BEN LOMOND, CA 95005 (831) 336-3100 NE W R E S I D E N C E S A T 16 2 1 2 L O S G A T O S B L V D . LO S G A T O S , C A PL A N T & T R E E LE G E N D S REVISED: 12/17/2015 DESIGN BY: RJD DRAWN BY: OWL3.3