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Ord 2288 - Amend the Code effecting a zone change for 16212 Los Gatos BlvdORDINANCE 2288 ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF LOS GATOS AMENDING THE TOWN CODE EFFECTING A ZONE CHANGE FROM CH TO CH:PD FOR PROPERTY LOCATED 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 located at 16212 Los Gatos Boulevard (Santa Clara County Assessor Parcel Number 523-06-010 and 523-06-011) as shown on the map attached hereto as Exhibit A, and is part of this Ordinance, from CH (Highway Commercial) to CH:PD (Highway Commercial, Planned Development). SECTION II With respect to compliance with the California Environmental Quality Act ("CEQA"), the Town Council finds as follows: A. A Negative Declaration (ND) was completed for the proposed development and no significant impacts are associated with the application. The ND is adopted. SECTION III The PD (Planned Development Overlay) zone established by this Ordinance authorizes the following construction and use of improvements: 1. Lot merger of two adjoining lots into one lot. 2. Construction of a two-story mixed -use commercial building. 3. Landscaping, parking, and right-of-way improvements shown and required on the Official Development Plans. 4. Dedication of easements to the Town of Los Gatos as shown on the Official Development Plans. Uses permitted are those specified in the CH (Highway Commercial) zone by Sections 29.60.420 (Permitted Uses), as it exists at the time of the adoption of this Ordinance, or as they may be amended in the future. 1 of 31 Ordinance 2288 August 20, 2019 SECTION IV COMPLIANCE WITH OTHER DEVELOPMENT STANDARDS: All provisions of the Town Code apply, except when the Official Development Plan specifically shows otherwise. SECTION V Architecture and Site Approval is required before construction of the new mixed -use commercial building, 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 29.80.110 (PD Ordinance) of the Town Code. SECTION VI The attached Exhibit A (Map), and Exhibit B (Official Development Plans) as modified by the Town Council on August 6, 2019, are part of the Official Development Plan. The following performance standards must be complied with before issuance of 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 Plans are not approved and shall be reviewed during the Architecture and Site application approval process. 2. TOWN COUNCIL MODIFICATIONS The Official Development Plans shall comply with the front setback requirements of the CH zone and the parking requirement shall be reduced by up to five spaces. 3. 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. 4. ARCHITECTURE AND SITE APPROVAL REQUIRED. A separate Architecture and Site (A&S) application and approval is required for the mixed -use commercial building. The Architecture and Site applications shall be reviewed by the Development Review 2of31 Ordinance 2288 August 20, 2019 Committee. Architectural details shall be refined as part of this process with input from the Town's Consulting Architect. 5. ARCHITECTURAL MODIFICATIONS: At time of submittal of an Architecture and Site application for the new mixed -use commercial building options shall be investigated to further break up the massing associated with the second -story deck area at the corner of Los Gatos Boulevard and Shannon Road, to the satisfaction of the Community Development Director. 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. 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. 8. SETBACKS. The minimum setbacks are those specified by the CH zoning district or as otherwise shown on the Conceptual Development Plans. 9. BUILDING HEIGHT. The maximum height of the new mixed -use commercial building shall be 29 feet, 11 inches, as specified on the Conceptual Development Plans. 10. BUILDING FLOOR AREA. The maximum floor area for the project site, including the existing building to be retained, shall be 13,629 square feet, as specified on the Conceptual Development Plans. 11. 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. 12. TREE PRESERVATION: All recommendations of the Town's Consulting Arborist shall be followed. Refer to the report prepared by Walter Levison, dated November 20, 2017, for additional details. The Arborist Consultant shall reevaluate the plans for the new mixed - use commercial building during Architecture and Site review. 13. TREE REMOVAL PERMIT. A Tree Removal Permit shall be obtained for trees approved for removal prior to the issuance of building permits. 14. 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. 3of31 Ordinance 2288 August 20, 2019 15. TREE FENCING. Protective tree fencing shall be placed at the drip line of existing trees and shall remain through all phases of construction. Refer to the report prepared by Walter Levison, dated November 20, 2017, for requirements. 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. 16. NESTING BIRDS: To avoid impacts to nesting birds, the removal of trees and shrubs shall be minimized to the greatest extent feasible. Construction activities that include any tree removal, pruning, grading, grubbing, or demolition shall be conducted outside of the bird nesting season (January 15 through September 15) to the greatest extent feasible. If this type of construction starts, if work is scheduled to start or if work already occurring during the nesting season stops for at least two weeks and is scheduled to resume during the bird nesting season, then a qualified biologist shall conduct a pre - construction surveys for nesting birds to ensure that no nests would be disturbed during project construction. If project -related work is scheduled during the nesting season (February 15 to August 30 for small bird species such as passerines; January 15 to September 15 for owls; and February 15 to September 15 for other raptors), a qualified biologist shall conduct nesting bird surveys. Two surveys for active nests of such birds shall occur within 14 days prior to start of construction, with the second survey conducted with 48 hours prior to start of construction. Appropriate minimum survey radius surrounding each work area is typically 250 feet for passerines, 500 feet for smaller raptors, and 1,000 feet for larger raptors. Surveys shall be conducted at the appropriate times of day to observe nesting activities. If the qualified biologist documents active nests within the project site or in nearby surrounding areas, an appropriate buffer between each nest and active construction shall be established. The buffer shall be clearly marked and maintained until the young have fledged and are foraging independently. Prior to construction, the qualified biologist shall conduct baseline monitoring of each nest to characterize "normal' bird behavior and establish a buffer distance, which allows the birds to exhibit normal behavior. The qualified biologist shall monitor the nesting birds daily during construction activities and increase the buffer if birds show signs of unusual or distressed behavior (e.g. defensive flights and vocalizations, standing up from a brooding position, and/or flying away from the nest). If buffer establishment is not possible, the qualified biologist or construction foreman shall have the authority to cease all construction work in the area until the young have fledged and the nest is no longer active. 17. SPECIAL -STATUS BATS: Approximately 14 days prior to tree removal or structure 4of31 Ordinance 2288 August 20, 2019 demolition activities, a qualified biologist shall conduct a habitat assessment for bats and potential roosting sites in trees to be removed, in trees within 50 feet of the development footprint, and within and surrounding any structures that may be disturbed by the project. These surveys will include a visual inspection of potential roosting features (bats need not be present) and a search for presence of guano within the project site, construction access routes, and 50 feet around these areas. Cavities, crevices, exfoliating bark, and bark fissures that could provide suitable potential nest or roost habitat for bats shall be surveyed. Assumptions can be made on what species is present due to observed visual characteristics along with habitat use, or the bats can be identified to the species level with the use of a bat echolocation detector such as an "Anabat" unit. Potential roosting features found during the survey shall be flagged or marked. If no roosting sites or bats are found, a letter report confirming absence will be prepared and no further measures are required. If bats or roosting sites are found, a letter report and supplemental documents will be prepared prior to grading permit issuance and the following monitoring, exclusion, and habitat replacement measures will be implemented: a. If bats are found roosting outside of the nursery season (May 1 through October 1), they will be evicted as described under (b) below. If bats are found roosting during the nursery season, they will be monitored to determine if the roost site is a maternal roost. This could occur by either visual inspection of the roost bat pups, if possible, or by monitoring the roost after the adults leave for the night to listen for bat pups. If the roost is determined to not be a maternal roost, then the bats will be evicted as described under (b) below. Because bat pups cannot leave the roost until they are mature enough, eviction of a maternal roost cannot occur during the nursery season. Therefore, if a maternal roost is present, a 50-foot buffer zone (or different size if determined in consultation with the CDFW) will be established around the roosting site within which no construction activities including tree removal or structure disturbance will occur until after the nursery season. b. If a non -breeding bat hibernaculum is found in a tree or snag scheduled for removal or on any structures scheduled to be disturbed by project activities, the individuals will be safely evicted, under the direction of a qualified bat biologist. If pre -construction surveys determine that there are bats present in any trees to be removed, exclusion structures (e.g. one-way doors or similar methods) shall be installed by a qualified biologist. The exclusion structures shall not be placed 5of31 Ordinance 2288 August 20, 2019 until the time of year in which young are able to fly, outside of the nursery season. Information on placement of exclusion structures shall be provided to the CDFW prior to construction. If needed, other methods conducted under the direction of a qualified bat biologist could include: carefully opening the roosting area in a tree or snag by hand to expose the cavity and opening doors/windows on structures, or creating openings in walls to allow light into the structures. Removal of any trees or snags and disturbance of any structures will be conducted no earlier than the following day (i.e., at least one night will be provided between initial roost eviction disturbance and tree removal/structure disturbance). This action will allow bats to leave during dark hours, which increases their chance of finding new roosts with a minimum of potential predation. 18. ARCHAEOLOGICAL RESOURCES AND HUMAN REMAINS: a. In the event that archaeological traces are encountered, all construction within a 50-meter radius of the find will be halted, the Community Development Director will be notified, and an archaeologist will be retained to examine the find and make appropriate recommendations. b. If human remains are discovered, the Santa Clara County Coroner will be notified. The Coroner will determine whether or not the remains are Native American. If the Coroner determines the remains are not subject to his authority, he will notify the Native American Heritage Commission, who shall attempt to identify descendants of the deceased Native Americans. C. If the Community Development Director finds that the archaeological find is not a significant resource, work will resume only after the submittal of a preliminary archaeological report and after provisions for reburial and ongoing monitoring are accepted. Provisions for identifying descendants of a deceased Native American and for reburial will follow the protocol set forth in CECIA Guidelines Section 1S064.5( e). If the site is found to be a significant archaeological site, a mitigation program will be prepared and submitted to the Community Development Director for consideration and approval, in conformance with the protocol set forth in Public Resources Code Section 21083.2. A final report shall be prepared when a find is determined to be a significant archaeological site, and/or when Native American remains are found on the site. The final report will include background information on the completed work, a description and list of identified resources, the disposition and curation of these resources, any testing, other recovered information, and conclusions. 6of31 Ordinance 2288 August 20, 2019 19. 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. 20. PLAN INCONSISTENCY. Any inconsistencies between sheets shall be limited to whichever is more restrictive. 21. GENERAL PROVISIONS. This Planned Development shall comply with provisions in Article V of Chapter 29 Town Code, unless more restrictive provisions are required in other performance standards for the subject Planned Development. Building Division 22. PERMITS REQUIRED: A Building Permit is required for the construction of the new two- story commercial building. An additional Building Permit is required for the renovation of the existing single -story commercial building. 23. APPLICABLE CODES: The current codes, as amended and adopted by the Town of Los Gatos as of January 1, 2017, are the 2016 California Building Standards Code, California Code of Regulations Title 24, Parts 1-12. The Town of Los Gatos will be adopting the updated 2019 California Building Standards Code to be effective January 1, 2020. Any Building Permit application made after January 1, 2020 will be required to comply with the newly updated and adopted codes. 24. CONDITIONS OF APPROVAL: The Conditions of Approval must be blue -lined in full on the cover sheet of the construction plans. A Compliance Memorandum shall be prepared and submitted with the building permit application detailing how the Conditions of Approval will be addressed. 25. BUILDING & SUITE NUMBERS: Submit requests for new building addresses to the Building Division prior to submitting for the building permit application process. 26. SIZE OF PLANS: Submit four sets of construction plans, minimum size 24" x 36", maximum size 30" x 42". 27. REQUIREMENTS FOR COMPLETE DEMOLITION OF STRUCTURE: Obtain a Building Department Demolition Application and a Bay Area Air Quality Management District Application from the Building Department Service Counter. Once the demolition form has been completed, all signatures obtained, and written verification from PG&E that all utilities have been disconnected, return the completed form to the Building Department Service Counter with the Air District's J# Certificate, PG&E verification, and three (3) sets 7of31 Ordinance 2288 August 20, 2019 of site plans showing all existing structures, existing utility service lines such as water, sewer, and PG&E. No demolition work shall be done without first obtaining a permit from the Town. 28. AIR QUALITY: To limit the project's construction -related dust and criteria pollutant emissions, the following the Bay Area Air Quality Management District (BAAQMD)- recommended basic construction measures shall be included in the project's grading plan, building plans, and contract specifications: a. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 2 minutes. Clear signage shall be provided for construction workers at all access points. b. All construction equipment shall be maintained and properly tuned in accordance with manufacturer's specifications. All equipment shall be checked by a certified visible emissions evaluator. All non -road diesel construction equipment shall at a minimum meet Tier 3 emission standards listed in the Code of Federal Regulations Title 40, Part 89, Subpart B, §89.112. C. Developer shall designate an on -site field supervisor to provide written notification of construction schedule to adjacent residential property owners and tenants at least one week prior to commencement of demolition and one week prior to commencement of grading with a request that all windows remain closed during demolition, site grading, excavation, and building construction activities in order to minimize exposure to NOx and PM10. The on -site field supervisor shall monitor construction emission levels within five feet of the property line of the adjacent residences for NOx and PM10 using the appropriate air quality and/or particulate monitor. 29. 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. 30. SHORING: Shoring plans and calculations will be required for all excavations which exceed five (5) feet in depth or which remove lateral support from any existing building, adjacent property, or the public right-of-way. Shoring plans and calculations shall be prepared by a California licensed engineer and shall confirm to the Cal/OSHA regulations. 31. 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 8 of 31 Ordinance 2288 August 20, 2019 specified in the Soils Report, and that the building pad elevations and on -site retaining wall locations and elevations have been prepared according to the approved plans. Horizontal and vertical controls shall be set and certified by a licensed surveyor or registered Civil Engineer for the following items: a. Building pad elevation b. Finish floor elevation C. Foundation corner locations d. Retaining wall(s) locations and elevations 32. TITLE 24 ENERGY COMPLIANCE: All required California Title 24 Energy Compliance Forms must be blue -lined (sticky -backed), i.e. directly printed, onto a plan sheet. 33. SITE ACCESSIBILITY: At least one accessible route within the boundary of the site shall be provided from public transportation stops, accessible parking and accessible passenger loading zones and public streets or sidewalks to the accessible building entrance that they serve. The accessible route shall, to the maximum extent feasible, coincide with the route for the general public. At least one accessible route shall connect all accessible buildings, facilities, elements and spaces that are on the same site. 34. ACCESSIBLE PARKING: The parking lots, as well as the parking structure, where parking is provided for the public as clients, guests or employees, shall provide handicap accessible parking. Accessible parking spaces serving a particular building shall be located on the shortest accessible route of travel from adjacent parking to an accessible entrance. In buildings with multiple accessible entrances with adjacent parking, accessible parking spaces shall be dispersed and located closest to the accessible entrances. 35. 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 installation. The Town of Los Gatos Ordinance and West Valley Sanitation District (WVSD) requires backwater valves on drainage piping serving fixtures that have flood level rims less than 12 inches above the elevation of the next upstream manhole. 36. HAZARDOUS FIRE ZONE: All projects in the Town of Los Gatos require Class A roof assemblies. 37. SPECIAL INSPECTIONS: When a special inspection is required by CBC Section 1704, the Architect or Engineer of Record shall prepare an inspection program that shall be submitted to the Building Official for approval prior to issuance of the Building Permit. The Town Special Inspection form must be completely filled -out and signed by all 9of31 Ordinance 2288 August 20, 2019 requested parties prior to permit issuance. Special Inspection forms are available from the Building Division Service Counter or online at www.losgatosca.gov/building. 38. BLUE PRINT FOR A CLEAN BAY SHEET: The Town standard Santa Clara Valley Nonpoint Source Pollution Control Program Sheet (page size same as submitted drawings) shall be part of the plan submittal as the second page. The specification sheet is available at the Building Division Service Counter for a fee of $2 or at ARC Blue Print for a fee or online at www.losgatosca.gov/building. 39. APPROVALS REQUIRED: The project requires the following departments and agencies approval before issuing a building permit: a. Community Development — Planning Division: (408) 354-6874 b. Engineering/Parks & Public Works Department: (408) 399-5771 C. Santa Clara County Fire Department: (408) 378-4010 d. West Valley Sanitation District: (408) 378-2407 e. Local School District: The Town will forward the paperwork to the appropriate school district(s) for processing. A copy of the paid receipt is required prior to permit issuance. TO THE SATISFACTION OF THE DIRECTOR OF PARKS & PUBLIC WORKS: Engineering Division 40. 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 mud, silt, concrete, dirt and other construction 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 by the Engineering Division of the Parks and Public Works Department. 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 issuance of correction notices, citations, or stop work orders and the Town performing the required maintenance at the Developer's expense. 41. 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. 42. CHANGE OF OCCUPANCY: Prior to initial occupancy and any subsequent change in use 10 of 31 Ordinance 2288 August 20, 2019 or occupancy of any non-residential condominium space, the buyer or the new or existing occupant shall apply to the Community Development Department and obtain approval for use determination and building permit and obtain inspection approval for any necessary work to establish the use and/or occupancy consistent with that intended. 43. ENCROACHMENT PERMIT: All work in the public right-of-way will require a Construction Encroachment Permit. All work over $5,000 will require construction security. It is the responsibility of the 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, California Department of Transportation (Caltrans). Copies of any approvals or permits must be submitted to the Town Engineering Division of the Parks and Public Works Department prior to releasing any permit. 44. PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY (INDEMNITY AGREEMENT): The property owner shall enter into an agreement with the Town for all existing and proposed private improvements within the Town's right-of-way. The Owner shall be solely responsible for maintaining the improvements in a good and safe condition at all times and shall indemnify the Town of Los Gatos. The agreement must be completed and accepted by the Director of Parks and Public Works, and subsequently recorded by the Town Clerk at the Santa Clara County Office of the Clerk -Recorder, prior to the issuance of any grading or building permits. Please note that this process may take approximately six to eight (6-8) weeks. 45. GENERAL LIABILITY INSURANCE: The property owner shall provide proof of insurance to the Town on a yearly basis. In addition to general coverage, the policy must cover all elements encroaching into the Town's right-of-way. 46. 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 penalties and rejection of work that went on without inspection. 47. 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, thermoplastic pavement markings, etc., shall be repaired and replaced to a condition equal to or better than the original condition. Any new concrete shall be free of stamps, 11 of 31 Ordinance 2288 August 20, 2019 logos, names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor's sole expense and no additional compensation shall be allowed therefore. Existing improvement to be repaired or replaced shall be at the direction of the Engineering Construction Inspector, and shall comply with all Title 24 Disabled Access provisions. The restoration of all improvements identified by the Engineering Construction Inspector shall be completed before the issuance of a certificate of occupancy. The Developer shall request a walk-through with the Engineering Construction Inspector before the start of construction to verify existing conditions. 48. SITE SUPERVISION: The General Contractor shall provide qualified supervision on the job site at all times during construction. 49. STREET/SIDEWALK CLOSURE: Any proposed blockage or partial closure of the street and/or sidewalk requires an encroachment permit. Special provisions such as limitations on works hours, protective enclosures, or other means to facilitate public access in a safe manner may be required. 50. PLAN CHECK FEES: Plan check fees associated with the Grading Permit shall be deposited with the Engineering Division of the Parks and Public Works Department prior to the commencement of plan check review. 51. INSPECTION FEES: Inspection fees shall be deposited with the Town prior to the issuance of any permits. 52. DESIGN CHANGES: Any proposed changes to the approved plans shall be subject to the approval of the Town prior to the commencement of any and all altered work. The Developer's project engineer shall notify, in writing, the Town Engineer at least seventy- two (72) hours in advance of all the proposed changes. Any approved changes shall be incorporated into the final "as -built" plans. 53. PARKING: Any proposed parking restriction must be approved by The Town of Los Gatos, Community Development Department. 54. PLANS AND STUDIES: All required plans and studies shall be prepared by a Registered Professional Engineer in the State of California, and submitted to the Town Engineer for review and approval. Additionally, any post -project traffic or parking counts, or other studies imposed by the Planning Commission or Town Council shall be funded by the Developer. 55. GRADING PERMIT: A grading permit is required for all site grading and drainage work except for exemptions listed in Section 12.20.015 of The Code of the Town of Los Gatos (Grading Ordinance). After the preceding Architecture and Site Application has been approved by the respective deciding body, the grading permit application (with grading 12 of 31 Ordinance 2288 August 20, 2019 plans and associated required materials and plan check fees) shall be made to the Engineering Division of the Parks and Public Works Department located at 41 Miles Avenue. The grading plans shall include final grading, drainage, retaining wall location(s), driveway, utilities and interim erosion control. Grading plans shall list earthwork quantities and a table of existing and proposed impervious areas. Unless specifically allowed by the Director of Parks and Public Works, the grading permit will be issued concurrently with the building permit. The grading permit is for work outside the building footprint(s). Prior to Engineering signing off and closing out on the issued grading permit, the Developer's soils engineer shall verify, with a stamped and signed letter, that the grading activities were completed per plans and per the requirements as noted in the soils report. A separate building permit, issued by the Building Department, located at 110 E. Main Street, is needed for grading within the building footprint. 56. DRIVEWAY: The driveway conforms to existing pavement on both Los Gatos Boulevard and Shannon Road shall be constructed in a manner such that the existing drainage patterns will not be obstructed. 57. DRAINAGE IMPROVEMENT: Prior to the issuance of any grading or building permits, the Developer shall: a) design provisions for surface drainage; and b) design all necessary storm drain facilities extending to a satisfactory point of disposal for the proper control and disposal of storm runoff, and c) provide a recorded copy of any required easements to the Town. 58. TREE REMOVAL: Copies of all necessary tree removal permits shall be provided prior to the issuance of a grading permit/building permit. 59. PRECONSTRUCTION MEETING: Prior to the commencement of any site work, the general contractor shall: a. Along with the project applicant, attend a pre -construction meeting with the Town Engineer to discuss the project conditions of approval, working hours, site maintenance and other construction matters; b. Acknowledge in writing that they have read and understand the project conditions of approval and will make certain that all project sub -contractors have read and understand them as well prior to commencing any work, and that a copy of the project conditions of approval will be posted on -site at all times during construction. 60. GENERAL: The Developer shall comply with all Town, County, State and Federal laws and regulations applicable to this land division. 61. CERTIFICATE OF LOT MERGER: A Certificate of Lot Merger shall be recorded. Two (2) 13 of 31 Ordinance 2288 August 20, 2019 copies of the legal description for exterior boundary of the merged parcel and a plat map (8-%: in. X 11 in.) shall be submitted to the Engineering Division of the Parks and Public Works Department for review and approval. The submittal shall include closure calculations, title reports less than ninety (90) days old and the appropriate fee. The certificate shall be recorded before any grading or building permits may be issued. 62. DEDICATIONS: The following shall be dedicated by separate instrument. The dedication shall be recorded before any permits are issued: a. Public Utility Easement (PUE): Five (5) feet wide, along to the property's Los Gatos Boulevard and Shannon Road frontages. b. Public Access Easement (PAE): Five (5) feet wide, along the property's Shannon Road frontage. 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. 64. GEOLOGY AND SOILS MITIGATION MEASURE: A geotechnical investigation shall be conducted for the project to determine the surface and sub -surface conditions at the site and to determine the potential for surface fault rupture on the site. The geotechnical study shall provide recommendations for site grading as well as the design of foundations, concrete slab -on -grade construction, drainage, on -site utility trenching and pavement sections. All recommendations of the investigation shall be incorporated into project plans. 65. SOILS REVIEW: Prior to Town approval of a development application, the Developer's engineers shall prepare and submit a design -level geotechnical/geological investigation for review by the Town's consultant, with costs borne by the Owner/Applicant, and subsequent approval by the Town. The Developer'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 Developer's soils engineer must review the geotechnical elements of all final Plans and Specifications for conformance with the recommendations in their report and submit a Plan Review Letter which conveys their approval to the Town prior to issuance of grading or building permits. 66. SOILS ENGINEER CONSTRUCTION OBSERVATION AND TESTING: The Developer's soils engineer must provide observation and testing of the geotechnical elements of the project during construction. The results of the construction observation and testing 14 of 31 Ordinance 2288 August 20, 2019 shall be documented in an "as -built" letter/report prepared by the Developer's soils engineer and submitted to the Town before a certificate of occupancy is granted. 67. SOIL RECOMMENDATIONS: The project shall incorporate the geotechnical/geological recommendations contained in the project's design -level geotechnical/geological investigation as prepared by the Developer's engineer(s), 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 Developer. 68. IMPROVEMENT AGREEMENT: The Owner/Applicant shall enter into an agreement to construct public improvements in accordance with Town Code Section 24.40.020. The Owner/Applicant shall supply suitable securities for all 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 the issuance of any encroachment, grading or building permit. The Owner/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 and Public Works Department. A copy of the executed agreement shall be submitted to the Engineering Division of the Parks and Public Works Department prior to the issuance of any grading or building permits. 69. WATER METER: The proposed water meters, currently shown within the Shannon Road right-of-way, shall be located within the property in question, directly behind the public right-of-way line. The Owner/Applicant shall repair and replace to existing Town standards any portion of concrete flatwork within said right-of-way that is damaged during this activity prior to issuance of a certificate of occupancy. 70. SANITARY SEWER CLEANOUT: A sanitary sewer lateral clean -out shall be installed at the property line, if one does not already exist within one (1) foot of the property line per West Valley Sanitation District Standard Drawing 3, or at a location specified by the Town. The Owner/Applicant shall repair and replace to existing Town standards any portion of concrete flatwork within said right-of-way that is damaged during this activity prior to issuance of a certificate of occupancy. 71. PUBLIC IMPROVEMENTS: The following improvements shall be installed by the Developer. Plans for those improvements shall 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 any grading or building permit or the recordation of a map. Plans for the improvements must be approved by the Town prior to the issuance of any grading or building permits. The improvements must be completed and accepted by the Town before the issuance of any grading or building permits unless otherwise allowed by the Town Engineer. 15 of 31 Ordinance 2288 August 20, 2019 a. Shannon Road Curb, gutter, sidewalk, street lights, signing, striping, traffic signal, storm drainage and sanitary sewers along the property frontage as directed by the Town Engineer. Remove and replace the existing pavement section along the project frontage with a traffic -appropriate engineered structural pavement section from centerline to the lip of gutter on the project (north) side, or alternative pavement rehabilitation measures as approved by the Town Engineer. b. Los Gatos Boulevard Curb, gutter, sidewalk, street lights, signing, striping, traffic signal, storm drainage and sanitary sewers along the property frontage as directed by the Town Engineer. Remove and replace the existing pavement section along the project frontage with a traffic -appropriate engineered structural pavement section from centerline to the lip of gutter on the project (east) side. 72. SHANNON ROAD SIDEWALK AND PLANTER STRIP: The project will be required to provide a 10-foot sidewalk and 5-foot detached planter strip unless otherwise approved by the Town Engineer along the Shannon Road frontage in accordance with the Town's Pedestrian and Bicycle Master Plan. The developer will provide a 5-foot wide Public Access Easement (PAE) along the Shannon Road frontage to include the portion of the public sidewalk that is located on private property. No right-of-way dedication or public street easement will be required. Installation of a vertical curb at the back of walk may be necessary to separate the pedestrian zone from the stormwater treatment area immediately adjacent to the back of walk. Said curb will be located outside the 5-foot PAE. The proposed 5-foot Public Utility Easement (per COA 23) will overlap with the 5- foot PAE. Stormwater treatment will be permitted within 5 feet of the property line provided the bio-retention areas are lined to prevent seepage into the Town's property. The responsible engineer in charge will provide a stamped and signed letter stating facilities, improvements and infrastructure within the Town's right-of-way (driveway approach, curb and gutter, sidewalk, etc.) will not be adversely affected. 73. CERTIFICATE OF OCCUPANCY: The Engineering Division of the Parks and Public Works Department will not sign off on a Temporary Certificate of Occupancy or a Final Certificate of Occupancy until all required improvements within the Town's right-of-way have been completed and approved by the Town. 74. GREEN INFRASTRUCTURE MEASURES: Projects which propose work within the Town's 16 of 31 Ordinance 2288 August 20, 2019 right-of-way, including but not limited to pavement restoration, street widening, construction of curb, gutter and/or sidewalk, right-of-way dedication, etc., will be evaluated by Staff to determine its potential for the implementation of Green Infrastructure measures and associated improvements. 75. FRONTAGE IMPROVEMENTS: The Developer shall be required to improve the project's public frontage (right-of-way line to centerline and/or to limits per the direction of the Town Engineer) to current Town Standards. These improvements may include but not limited to curb, gutter, sidewalk, driveway approach(es), curb ramp(s), signs, pavement, raised pavement markers, thermoplastic pavement markings, storm drain facilities, traffic signal(s), street lighting (upgrade and/or repaint) etc. The improvements must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. 76. GREEN BICYCLE FACILITIES: The Developer shall install green bike lanes and bike boxes in all directions of improved streets and intersections as directed by the Town Engineer. The improvements must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. 77. ADA COMPLIANCE: The Developer shall be required to meet all ADA standards, which must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. This may require additional construction measures as directed by the Town. 78. PARKING LOTS: Parking lots and other impervious areas shall be designed to drain stormwater runoff to vegetated drainage swales, filter strips, and/or other Low Impact Development (LID) treatment devices that can be integrated into required landscaping areas and traffic islands prior to discharge into the storm drain system and/or public right-of-way. The amount of impervious area associated with parking lots shall be minimized by utilizing design features such as providing compact car spaces, reducing stall dimensions, incorporating efficient parking lanes, and using permeable pavement where feasible, and adhering to the Town's Parking Development Standards. The use of permeable paving for parking surfaces is encouraged to reduce runoff from the site. Such paving shall meet Santa Clara County Fire Department requirements and be structurally appropriate for the location. 79. UTILITIES: The Developer shall install all new, relocated, or temporarily removed utility services, including telephone, electric power and all other communications lines underground, as required by Town Code Section 27.50.015(b). All new utility services shall be placed underground. Underground conduit shall be provided for cable television service. The Developer is required to obtain approval of all proposed utility 17 of 31 Ordinance 2288 August 20, 2019 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. 80. TRENCHING MORATORIUM: Trenching within a newly paved street will be allowed subject to the following requirements: a. The Town standard "T" trench detail shall be used. b. A Town -approved colored controlled density backfill shall be used. C. All necessary utility trenches and related pavement cuts shall be consolidated to minimize the impacted area of the roadway. d. The total asphalt thickness shall be a minimum of three (3) inches, meet Town standards, or shall match the existing thickness, whichever is greater. The final lift shall be 1.5-inches of one-half I%) inch medium asphalt. The initial lift(s) shall be of three-quarter I%) inch medium asphalt. e. The Contractor shall schedule a pre -paving meeting with the Town Engineering Construction Inspector the day the paving is to take place. f. A slurry seal topping may be required by the construction inspector depending their assessment of the quality of the trench paving. If required, the slurry seal shall extend the full width of the street and shall extend five (5) feet beyond the longitudinal limits of trenching. Slurry seal materials shall be approved by the Town Engineering Construction Inspector prior to placement. Black sand may be required in the slurry mix. All existing striping and pavement markings shall be replaced upon completion of slurry seal operations. All pavement restorations shall be completed and approved by the Inspector before occupancy. 81. SIDEWALK REPAIR: The Developer shall repair and replace to existing Town standards any sidewalk damaged now or during construction of this project. All new and existing adjacent infrastructure must meet current ADA standards. Sidewalk repair shall match existing color, texture and design, and shall be constructed per Town Standard Details. New concrete shall be free of stamps, logos, names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor's sole expense and no additional compensation shall be allowed therefore. The limits of sidewalk repair will be determined by the Engineering Construction Inspector during the construction phase of the project. The improvements must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. 82. CURB AND GUTTER REPAIR: The Developer shall repair and replace to existing Town standards any curb and gutter damaged now or during construction of this project. All new and existing adjacent infrastructure must meet Town standards. New curb and 18 of 31 Ordinance 2288 August 20, 2019 gutter shall be constructed per Town Standard Details. New concrete shall be free of stamps, logos, names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor's sole expense and no additional compensation shall be allowed therefore. The limits of curb and gutter repair will be determined by the Engineering Construction Inspector during the construction phase of the project. The improvements must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. 83. DRIVEWAY APPROACH: The Developer shall install two (2) Town standard commercial driveway approaches. The new driveway approaches shall be constructed per Town Standard Plans and must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. New concrete shall be free of stamps, logos, names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor's sole expense and no additional compensation shall be allowed therefore. 84. CURB RAMPS: The Developer shall construct four (4) curb ramps in compliance with ADA Standards and remove an existing curb ramp, all of which must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. New concrete shall be free of stamps, logos, names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor's sole expense and no additional compensation shall be allowed therefore. 85. 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. 86. FRONTAGE IMPROVEMENTS (TRAFFIC): The Developer shall construct improvements including and may not be limited to signage, striping, curb/gutter/sidewalk, ADA ramps, pedestrian crosswalk, street lights, and traffic signals at the project frontage as directed by the Town Engineer. Plans for the improvements must be approved by the Town prior to the issuance of any grading or building permits. The improvements must be completed and accepted by the Town before the issuance of any grading or building permits unless otherwise allowed by the Town Engineer. 87. FRONTAGE IMPROVEMENTS (SIGNALIZED INTERSECTION): The Developer shall upgrade existing traffic signals to current Town standards including, and may not be limited to, LED signal indication, ADA pedestrian signal and pushbuttons, video detection system, signal controller, fiber optic traffic communication, Emtrac fire preemption device, LED intersection lighting as directed by the Town Engineer. Plans for the improvements must be approved by the Town prior to the issuance of any grading or building permits. 19 of 31 Ordinance 2288 August 20, 2019 The improvements must be completed and accepted by the Town before the issuance of any grading or building permits unless otherwise allowed by the Town Engineer. 88. TRAFFIC IMPROVEMENTS (OFF -SITE IMPROVEMENT): Traffic improvements may be required as determined by the required traffic study. Construct off -site improvements as required. Plans shall be prepared by the Developer's design professionals and submitted to the Town Engineer for approval prior to construction. Plans for the improvements must be approved by the Town prior to the issuance of any grading or building permits. The improvements must be completed and accepted by the Town before the issuance of any grading or building permits unless otherwise allowed by the Town Engineer. 89. TRAFFIC IMPROVEMENTS (COMPLETE STREET): The Developer shall be required to improve the Los Gatos Boulevard/Shannon Road/Roberts Road intersection as delineated in the Los Gatos Safe Routes to School Plan, Bicycle and Pedestrian Master Plan and General Plan Complete Street elements. These improvements may include but are not limited to: a. Reduction of the northbound travel lanes on Los Gatos Boulevard between Shannon Road and Magneson Loop from three (3) lanes to two (2). b. Widening of the sidewalk along northbound Los Gatos Boulevard to a width of ten (10) feet between Shannon Road and Magneson Loop and installation of separated sidewalk, with the final configuration approved by the Town Engineer. C. Widening of the sidewalk along westbound Shannon frontage to a width of ten (10) feet between Los Gatos Boulevard and eastern project limits and installation of sidewalk as a shared pedestrian/bicycle path, with the final configuration approved by the Town Engineer. Removal of the pork chop island at the northeast corner of the Los Gatos Boulevard/Shannon Road intersection. e. Relocation of the crosswalk across Los Gatos Boulevard from the northeast corner of the Los Gatos Boulevard/Shannon Road intersection to the southwest corner of the Los Gatos Boulevard/Roberts Road intersection (as determined by the Traffic Impact Analysis). f. A protected green bike lane along the project's Los Gatos Boulevard frontage. g. A minimum 40-foot curb to curb street width along the project's Shannon Road frontage. Plans for the improvements must be approved by the Town prior to the issuance of any grading or building permits. The improvements must be completed and accepted by the Town before the issuance of any grading or building permits unless otherwise allowed 20of31 Ordinance 2288 August 20, 2019 by the Town Engineer. 90. STREET LIGHTS AND TRAFFIC SIGNAL INSPECTION FEES: The Developer shall pay $3,000.00 for the Town's inspection of street lights and traffic signal -related work installed by the Developer. The fees shall be due at time of building permit application. 91. TRAFFIC SIGNAL MODIFICATION PLAN: A Traffic Signal Modification Plan is required and must be submitted and approved prior to issuance of any grading or building permits. This plan shall be prepared by a licensed traffic engineer. 92. TRANSPORTATION DEMAND MANAGEMENT PLAN (TDM): The Developer shall prepare a Transportation Demand Management Plan for the Town of Los Gatos approval prior to the issuance of ant grading or building permits. The TDM shall include measures, including but not limited to, bicycle facility provisions, shower and clothes locker facilities, local shuttle service, transit passes and subsidies, carpool incentive, designated car share parking, and other measures that may be required by the Town Engineer. The TDM shall also include a TDM coordinator and identify the requirement for an annual TDM effectiveness report to the Town of Los Gatos. 93. TRAFFIC STUDY: Any development of land use that generates greater traffic impacts than those assumed in the traffic study report may require an updated traffic study in accordance with the Town's Traffic Impact Policy. 94. TRAFFIC IMPACT MITIGATION FEE: The Developer shall pay the project's proportional share of transportation improvements needed to serve cumulative development within 95. the Town of Los Gatos. The amount based on the current resolution is $311,550.00. The fee shall be paid before issuance of any building permits. The final traffic impact mitigation fee for this project will be based upon the Town Council resolution in effect at the time the building permit is issued, shall be calculated from the final plans using the current fee schedule and rate schedule in effect at the time the building permit is issued (using a comparison between the existing and proposed uses), and shall be paid before issuance of a building permit. CONSTRUCTION VEHICLE PARKING: No construction vehicles, trucks, equipment and worker vehicles shall be allowed to park on the portion of any public (Town) streets without written approval from the Town Engineer. TRAFFIC CONTROL PLAN: A traffic control plan is required and must be submitted and approved prior to the issuance of an Encroachment, Grading or Building Permit. This plan shall include, but not be limited to, the following measures: a. Construction activities shall be strategically timed and coordinated to minimize traffic disruption for schools, residents, businesses, special events, and other projects in the area. The schools located on the haul route shall be contacted to 21 of 31 Ordinance 2288 August 20, 2019 help with the coordination of the trucking operation to minimize traffic disruption. b. Flag persons shall be placed at locations necessary to control one-way traffic flow. All flag persons shall have the capability of communicating with each other to coordinate the operation. C. Prior to construction, advance notification of all affected residents and emergency services shall be made regarding one-way operation, specifying dates and hours of operation. 97. CONSTRUCTION TRAFFIC CONTROL: All construction traffic and related vehicular routes, traffic control plan, and applicable pedestrian or traffic detour plans shall be submitted for review and approval by the Town Engineer prior to the issuance of an Encroachment, Grading or Building Permit. 98. ADVANCE NOTIFICATION: Advance notification of all affected residents and emergency services shall be made regarding parking restriction, lane closure or road closure, with specification of dates and hours of operation. 99. 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 6:00 p.m.), and at other times as specified by the Director of Parks and Public Works. Prior to the issuance of an Encroachment, Grading or 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 to place construction notification signs noting the dates and time of construction and hauling activities, or providing additional traffic control. Coordination with other significant projects in the area may also be required. Cover all trucks hauling soil, sand and other loose debris. 100. CONSTRUCTION HOURS: All 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 9:00 a.m. to 7:00 p.m. weekends and holidays. The Town may authorize, on a case -by -case basis, alternate construction hours. The Developer shall provide written notice twenty-four (24) hours in advance of modified construction hours. Approval of this request is at discretion of the Town. 101. CONSTRUCTION NOISE: Between the hours of 8:00 a.m. to 8:00 p.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 22 of 31 Ordinance 2288 August 20, 2019 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. 102. CONSTRUCTION MANAGEMENT PLAN SHEET: Prior to the issuance of an Encroachment, Grading or Building Permit, the Developer's design professional shall submit a construction management plan sheet (full-size) within the plan set that shall incorporate at a minimum the Earth Movement Plan, Traffic Control Plan, Project Schedule, site security fencing, employee parking, construction staging area, materials storage area(s), construction trailer(s), concrete washout(s) and proposed outhouse locations. Please refer to the Town's Construction Management Plan Guidelines document for additional information. In addition, the developer shall submit a construction traffic flow map with estimation of construction vehicle volumes, flow patterns, and schedule of operation. Construction will be sequenced to take advantage of breaks in the academic calendar of local schools. If construction is to occur during school hours a minimum of one flagger shall be present during drop-off and pick-up times for traffic and pedestrian control purposes. 103. WVSD (West Valley Sanitation District): A Sanitary Sewer Clean -out is required for each property at the property line, within one (1) foot of the property line per West Valley Sanitation District Standard Drawing 3, or at a location specified by the Town. 104. STORMWATER MANAGEMENT: Construction activities including but not limited to clearing, stockpiling, grading or excavation of land, which disturbs one (1) acre or more which are part of a larger common plan of development which disturbs less than one (1) acre are required to obtain coverage under the construction general permit with the State Water Resources Control Board. The Developer is required to provide proof of WDID# and keep a current copy of the storm water pollution prevention plan (SWPPP) on the construction site and shall be made available to the Town of Los Gatos Engineering Division of the Parks and Public Works Department and/or Building Department upon request. 105. BEST MANAGEMENT PRACTICES (BMPs): The Developer is responsible for ensuring that all contractors are aware of all storm water quality measures and that such measures are implemented. Best Management Practices (BMPs) shall be maintained and be placed for all areas that have been graded or disturbed and for all material, equipment and/or operations that need protection. Removal of BMPs (temporary removal during construction activities) shall be replaced at the end of each working day. Failure to comply with the construction BMP will result in the issuance of correction notices, citations, or stop work orders. 23 of 31 Ordinance 2288 August 20, 2019 106. STORMWATER DEVELOPMENT RUNOFF: All new development and redevelopment projects are subject to the stormwater development runoff requirements. The Developer shall submit a stormwater control plan and implement conditions of approval that reduce stormwater pollutant discharges through the construction, operation and maintenance of treatment measures and other appropriate source control and site design measures. Increases in runoff volume and flows shall be managed in accordance with the development runoff requirements. 107. REGULATED PROJECT: The project is classified as a Regulated Project per Provision C.3.b.ii. and is required to implement LID source control, site design, and stormwater treatment on -site in accordance with Provisions C.3.c. and C.3.d.. 108. SITE DESIGN MEASURES: All projects shall incorporate at least one (1) 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. 109. BIORETENTION SYSTEM: The bioretention systems shall be designed to have a surface area no smaller than what is required to accommodate a 5 inches/hour stormwater runoff surface loading rate, infiltrate runoff through bioretention soil media at a minimum of 5 inches per hour, and maximize infiltration to the native soil during the life of the project. The soil media for bioretention systems shall be designed to sustain healthy, vigorous plant growth and maximize stormwater runoff retention and pollutant removal. Bioretention soil media that meets the minimum specifications set forth in Attachment L of Order No. 112-2009-0074, dated November 28, 2011, shall be used. 110. UNLAWFUL DISCHARGES: It is unlawful to discharge any wastewater, or cause hazardous domestic waste materials to be deposited in such a manner or location as to constitute a threatened discharge, into storm drains, gutters, creeks or the San Francisco Bay. Unlawful discharges to storm drains include, but are not limited to: discharges from toilets, sinks, industrial processes, cooling systems, boilers, fabric cleaning, equipment cleaning or vehicle cleaning. 111. LANDSCAPING: In finalizing the landscape plan for the bioretention basins, 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 Santa Clara Valley Urban Runoff Pollution Prevention Program (SCVURPPP) C.3 Stormwater Handbook. 24 of 31 Ordinance 2288 August 20, 2019 112. LANDSCAPE MAINTENANCE AGREEMENT: The Developer shall enter into a Landscape Maintenance Agreement with the Town of Los Gatos in which the Developer agrees to maintain the vegetated areas along the project's Los Gatos Boulevard and Shannon Road frontages located within the public right-of-way. The agreement must be completed and accepted by the Town Attorney prior to the issuance of any grading or building permits unless otherwise allowed by the Town Engineer. 113. EROSION CONTROL: Interim and final erosion control plans shall be prepared and submitted to the Engineering Division of the Parks and Public Works Department. A maximum of two (2) weeks is allowed between clearing of an area and stabilizing/building on an area if grading is allowed during the rainy season. Interim erosion control measures, to be carried out during construction and before installation of the final landscaping, shall be included. Interim erosion control method shall include, but are not limited to: silt fences, fiber rolls (with locations and details), erosion control blankets, Town standard seeding specification, filter berms, check dams, retention basins, etc. Provide erosion control measures as needed to protect downstream water quality during winter months. The Town of Los Gatos Engineering Division of the Parks and Public Works Department and the Building Department will conduct periodic NPDES inspections of the site throughout the recognized storm season to verify compliance with the Construction General Permit and Stormwater ordinances and regulations. 114. DUST CONTROL: Blowing dust shall be reduced by timing construction activities so that paving and building construction begin as soon as possible after completion of grading, and by landscaping disturbed soils as soon as possible. Further, water trucks shall be present and in use at the construction site. All portions of the site subject to blowing dust shall be watered as often as deemed necessary by the Town, or a minimum of three (3) times daily, or apply (non -toxic) soil stabilizers on all unpaved access roads, parking areas, and staging areas at construction sites in order to insure proper control of blowing dust for the duration of the project. Watering on public streets shall not occur. Streets shall be cleaned by street sweepers or by hand as often as deemed necessary by the Town Engineer, or at least once a day. Watering associated with on -site construction activity shall take place between the hours of 8 a.m. and 5 p.m. and shall include at least one (1) late -afternoon watering to minimize the effects of blowing dust. All public streets soiled or littered due to this construction activity shall be cleaned and swept on a daily basis during the workweek to the satisfaction of the Town. Demolition or earthwork activities shall be halted when wind speeds (instantaneous gusts) exceed twenty (20) miles per hour (MPH). All trucks hauling soil, sand, or other loose debris shall be covered. 25 of 31 Ordinance 2288 August 20, 2019 115. AIR QUALITY: To limit the project's construction -related dust and criteria pollutant emissions, the following the Bay Area Air Quality Management District (BAAQMD)- recommended basic construction measures shall be included in the project's grading plan, building plans, and contract specifications: 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, or otherwise kept dust -free. b. All haul trucks designated for removal of excavated soil and demolition debris from site shall be staged off -site until materials are ready for immediate loading and removal from site. C. All haul trucks transporting soil, sand, debris, or other loose material off -site shall be covered. d. As practicable, all haul trucks and other large construction equipment shall be staged in areas away from the adjacent residential homes. e. 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, or as deemed appropriate by Town Engineer. The use of dry power sweeping is prohibited. An on -site track -out control device is also recommended to minimize mud and dirt - track -out onto adjacent public roads. f. All vehicle speeds on unpaved surfaces shall be limited to fifteen (15) miles per hour. g. All 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. Post a publicly visible sign with the telephone number and person to contact at the lead agency regarding dust complaints. This person shall respond and take corrective action within forty-eight (48) hours. The Air District's phone number shall also be visible to ensure compliance with applicable regulations. All excavation, grading, and/or demolition activities shall be suspended when average wind speeds exceed twenty (20) miles per hour. Vegetative ground cover (e.g., fast -germinating native grass seed) shall be planted in disturbed areas as soon as possible and watered appropriately until vegetation is established. 116. DETAILING OF STORMWATER MANAGEMENT FACILITIES: Prior to the issuance of any grading or building permits, all pertinent details of any and all proposed stormwater management facilities, including, but not limited to, ditches, swales, pipes, bubble -ups, 26 of 31 Ordinance 2288 August 20, 2019 dry wells, outfalls, infiltration trenches, detention basins and energy dissipaters, shall be provided on submitted plans, reviewed by the Engineering Division of the Parks and Public Works Department, and approved for implementation. 117. CONSTRUCTION ACTIVITIES: All construction shall conform to the latest requirements of the CASOA 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. 118. SITE DRAINAGE: Rainwater leaders shall be discharged to splash blocks. No through curb drains will be allowed. Any storm drain inlets (public or private) directly connected to public storm system shall be stenciled/signed with appropriate "NO DUMPING - Flows to Bay' NPDES required language. On -site drainage systems for all projects shall include one of the alternatives included in section C.3.i of the Municipal Regional NPDES Permit. These include storm water reuse via cisterns or rain barrels, directing runoff from impervious surfaces to vegetated areas and use of permeable surfaces. If stormwater treatment facilities are to be used they shall be placed a minimum of ten (10) feet from the adjacent property line and/or right-of-way. Alternatively, the facilities may be located with an offset between 5 and 10 feet from the adjacent property and/or right- of-way line(s) if the responsible engineer in charge provides a stamped and signed letter that addresses infiltration and states how facilities, improvements and infrastructure within the Town's right-of-way (driveway approach, curb and gutter, etc.) and/or the adjacent property will not be adversely affected. No improvements shall obstruct or divert runoff to the detriment of an adjacent, downstream or down slope property. 119. STORM WATER MANAGEMENT PLAN: A storm water management shall be included with the grading permit application. The plan 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. 120. STORM WATER MANAGEMENT PLAN NOTES: The following note shall be added to the storm water management plan: "The biotreatment soil mix used in all stormwater treatment landscapes shall comply with the specifications in Attachment L of the MRP. Proof of compliance shall be submitted by the Contractor to the Town of Los Gatos a minimum of thirty (30) days prior to delivery of the material to the job site using the Biotreatment Soil Mix Supplier Certification Statement." 27 of 31 Ordinance 2288 August 20, 2019 121. STORM WATER MANAGEMENT PLAN CERTIFICATION: Certification from the biotreatment soils provider 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 Engineering Division Inspection staff. Sample Certification can be found here: http://www.scvu rppp-w2k.com/nd_wp.shtml?zoom_highl ight=BI OTR EATM ENT+SOIL. 122. AGREEMENT FOR STORMWATER BEST MANAGEMENT PRACTICES INSPECTION AND MAINTENANCE OBLIGATIONS: The property owner 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 and shall specify 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 Division of the Parks and Public Works Department, prior to the release of any occupancy permits. 123. SILT AND MUD IN PUBLIC RIGHT-OF-WAY: It is the responsibility of Contractor to make sure that all dirt tracked into the public right-of-way is cleaned up on a daily basis. Mud, silt, concrete and other construction debris SHALL NOT be washed into the Town's storm drains. 124. GREASE TRAPS: The Developer shall meet all requirements of the Santa Clara County Health Department and West Valley Sanitation District for the interception, separation or pretreatment of effluent. 125. GREASE INTERCEPTOR: Food service facilities (including restaurants and grocery stores) shall have a sink or other area for cleaning floor mats, containers, hood filters and equipment that is connected to a grease interceptor prior to discharging into the sanitary sewer system. The cleaning area shall be large enough to clean the largest mat or piece of equipment to be cleaned and shall be plumbed to the sanitary sewer whether it is located indoors or is a covered outdoor area. 126. 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 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 penalties and/or the Town performing the required maintenance at the Developer's expense. 28 of 31 Ordinance 2288 August 20, 2019 127. NEIGHBORHOOD CONSTRUCTION COMMUNICATION PLAN: Prior to the issuance of an Encroachment, Grading or Building Permit, the Developer shall initiate a weekly neighborhood email notification program to provide project status updates. The email notices shall also be posted on a bulletin board placed in a prominent location along the project perimeter. 128. PERMIT ISSUANCE: Permits for each phase; reclamation, landscape, and grading, shall be issued simultaneously. 129. COVERED TRUCKS: All trucks transporting materials to and from the site shall be covered. TO THE SATISFACTION OF THE SANTA CLARA COUNTY FIRE DEPARTMENT: 130. FIRE SPRINKLERS REQUIRED: Noted on page A0.0 of the plans for the new building. Approved automatic sprinkler systems in new and existing buildings and structures shall be provided in the locations described in this Section or in Sections 903.2.1 through 903.2.19 whichever is the more restrictive. For the purposes of this section, firewalls and fire barriers used to separate building areas shall be constructed in accordance with the California Building Code and shall be without openings or penetrations. In other than residential buildings which require the installation of fire sprinklers for all new buildings according to the California Residential Code, an automatic sprinkler system shall be provided throughout all new buildings and structures. CRC Sec. 903.2 as adopted and amended by LGTC. 131. TURN RADIUS (CIRCULATING): The minimum outside turning radius is 42 feet for required access roadways. Greater radius up to 60 feet may be required where the Fire Department determines that Ladder Truck access is required. Circulating refers to travel along a roadway without dead ends. Identify the above required turn radius entering the site from Shannon and Los Gatos Blvd. 132. TIMING OF INSTALLATION: When fire apparatus access roads or a water supply for fire protection is required to be installed, such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternative methods of protection are provided. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage by vehicles in accordance with Section 505.2 CFC Sec. 501.4. 133. EMERGENCY RADIO RESPONDER COVERAGE: Emergency responder radio coverage in new buildings. All new buildings shall have approved radio coverage for emergency responders within the building based upon the existing coverage levels of the public 29 of 31 Ordinance 2288 August 20, 2019 safety communication systems of the jurisdiction at the exterior of the building. This section shall not require improvement of the existing public safety communication systems. Refer to CFC Sec. 510 for further requirements. 134. FIRE ALARM REQUIREMENTS: Refer to CFC Sec. 907 and the currently adopted edition of NFPA 72. 135. THIS TWO WAY COMMUNICATION SYSTEM: Two-way communication systems shall be designed and installed in accordance with NFPA 72 (2016 edition), the California Electrical Code (2013 edition), the California Fire Code (2016 edition), The California Building Code (2016 edition), and the city ordinances where two way system is being installed, policies, and standards. Other standards also contain design/installation criteria for specific life safety related equipment. These other standards are referred to in NFPA 72. 136. CONSTRUCTION SITE FIRE SAFETY: All construction sites must comply with applicable provisions of the CFC Chapter 33 and out Standard Detail and Specification SI-7. Provide appropriate notations on subsequent plan submittals, as appropriate to the project. CFC Chp. 33. 137. WATER SUPPLY REQUIREMENTS: Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water -based fire protection systems, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2016 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. 138. ADDRESS IDENTIFICATION: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road forting the property. These numbers shall contrast with their background. Where required by the fire code official, address numbers shall be provided in additional approved locations to facilitate emergency response. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall be a minimum of 4 inches (101.6 mm) high with a minimum stroke width of 0.5 inch (12.7 mm). Where access is by means of a private road and the building cannot be 30 of 31 Ordinance 2288 August 20, 2019 viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address numbers shall be maintained. CFC Sec. 505.1. SECTION VII This Ordinance was introduced at a regular meeting of the Town Council of the Town of Los Gatos on the 6th day of August 2019 and adopted by the following vote as an ordinance of the Town Council at a regular meeting of the Town Council of the Town of Los Gatos on the 20th day of August 2019 and becomes effective 30 days after it is adopted. COUNCIL MEMBERS: AYES: Marcia Jensen, Rob Rennie, Marico Sayoc, Barbara Spector, Mayor Steven Leonardis NAYS: None ABSENT: None ABSTAIN: None SI( MAYOR OF THE TOWN OF LOS GATOS LOS GATOS, CALIFORNIA DATE: 7 �� ATTEST: TOWN CLERK OF THE TOWN OF LOS GATOS LOS GATOS, CALIFORNIA DATE: S` 8� 31 of 31 Ordinance 2288 August 20, 2019 I V!L IL LV.7 VQLV.7 LJUUIwval I TOWN OF LOS GATOS I Application No. PD-17-002 A.P.N. #523-06-010 and 523-06-011 " Change of zoning map amending the Town Zoning Ordinance. ® Zone Change From: CH To: CH:PD Forwarded by Planning Commission Dat • June 12, 2019 Approved by Town Council Date: August 2019 , rd: 2288 Town Clerk %k Q `A�\-� �ayor �— LOS GATOS COMMERCIAL NEW COMMERCIAL BUILDING AND REMODEL OF EXISTING 16212 LOS GATOS BLVD., LOS GATOS, CA SCOPE OF WORK REMODEL EXISTING ONE STORY 2,312 S.F. COMMERCIAL BUILDING. AND NEW CONSTRUCTION OF A 2 STORY COMMERCIAL BUILDING WITH 11.317 S.F. TOTAUNG 13,629 S.F. 59 PARKING STALLS ARE PROPOSED IN THE DEVELOPMENT. Anwar. Parts N. R3YOW11.9:-a6-0i Zoning: CN 3urvMClon: Term el Use Type dCondruchon: TYPE V-1, mRaw WlMing M. G.P. Group IS Mo.. Nlwred Bu11Wng MINI 35` 0 hap«ed 9uBGIn9 Heigh! 21rAllo lad Asea: II,QMD L'SMIng CommeNal Elea Nee 2,312E hap«ed W Noon 7.017E Propped Second Moor Z29 A (otol froze Fbor Nea 13,629n l}Tdlno Seal Cororvw Pesanlaw 9.13G h .« 1Uxl Coraoae 1 9,381E �_CRrwaae Iwanbaelwanbae RRl7i SHEET INDEX NOTES FIRE SPRINKLERS SYSTEM WILL BE INSTALLED IN PROPOSED NEW BUILDING TO COMPLY WITH CODE REQUIREMENTS _ R. balm PROJECTTEAM ARCHITECTURAL GEOTECHNICAL ENGR. OWNER A0.0 COVER SHEET Mdstone Geotechnical Melody Lana ^ AO.3a EXTERIOR PERSPECTIVES Los G Los Gatos, CA AO.3b EXTERIOR PERSPECTIVES t0he Attn: Bony MBstone A0.3c EXTERIOR PERSPECTIVES A0.4u SOUR STUDY JUNE 2IST ph: 408353552E AO.4b SOLAR STUDY DECEMBER 2 I ST d: 408-3539690 SUSTAINABLE DEVELOPMENT A0.5 EXISTING BUILDING TO BE REMODELED email: bsm®miMonegeo.com AO.6 HILLSIDE VIEWS d/b/a/ ALO SITE PLAN 1 at 2 Los Gat« Boulevard LLC AI.OB OFFICIAL DEVELOPMENT PLAN 17066 Melody Lane A2.0 DEMO PLAN LANDSCAPE ARCHITECT Los Gatos. CA 95033 A2.1 FLOOR PLANS Design Focus Landscape Archilecture A3.0 SCHEMATIC ELEVATIONS S. CROSS SECTIONS and Construction phone: 408 655 026 "A SCHEMATIC ELEVATIONS 3 CROSS SECTIONS RD Box 485 e-mail: ScoMPIauKagmoil.com A3.2 ELEVATIONS Ben Lomond, CA 9SMS AS ELEVATIONS AIM: Rebecca Dye A A ELEVATIONS ARCHITECT "'5 ELEVATIONS ph: MI 3363100 Studio S Squared Architecture. Inc. AS'6 EXISTING ELEVATIONS emal: ld@dedgni�us.com 1000 S Winchester BNd A5.0 SECTIONS San Jose, CA 95128 TRAFFIC CONSULTANT AMn: Eugene H. Sakai, AlA, USED AP CIVIL Hexagon Transportation nh.lnc. C-1 TIME SHEET K0 4Nodh SecondSio95113 400 te Second Steel. 83 ph: 408998094 C-2 DEMOLITION S TREE REMOVAL PLAN San Jose. a 95113 Tx C-3 SITE PLAN Gary Black Block email: esakai@stWio52arcM1.com all makdi@sWios2orch.com C-4 PREIRAUNARY GRADING AND DRAINAGE PLAN ph: 4089]I 6100 ph: C-5 PRELIMINARY UTILITY PLAN C-6 PRELIMINARY STORMWATER MNGMNT PLAN C-] PRELIMINARY INTERIM EROSION CONTROL PLAN CIVIL ENGINEER C-8 EROSION CONTROL DETAILS BKF Engineers C-9 POLLUTION PREVENTION -ITS PART OF THE PLAN CM Engineers, Land Suveyors. Planners GIO TRUCK VEHICLE CIRCULATION 1650 Technology D(ve. Suite 650 C-11 FIRE ACCESS EXHIBIT Son Jose. CA 95110 AMn: Isaac Kontomwky, PE. QSD/P. Project Manager LANDSCAPE LLl LANDSCAPE PLAN LANDSCAPE PLAN UA L2.1 LANDSCAPE DETAILS L2.2 LANDSCAPE PDETAILS LAIN L3.1 PLANTING PLAN L3.2 PLANING PUN UGHBNG ELIP PHOTOMETRIC PLAN Direct 140B)467-9187 Fax(408)467-9199 �� STUDIO S SOURRE0 ARCHITECTURE 1000 S Winchester Blvd San Jose, CA 95128 P : )408) 998 - D983 F : )408) 404 - 0144 J Q V w o o � V s Jo G V �w Qo =� o R � mm V mw 3 m ow uo p �o a0 ar f-� o o �z C G o= .� V Q i p8p M » lu r b F 7jC C C C C b F g = o u u o z u z uz `xi 3 i i g i i S Sg55555� 1 RRR aegig. sa=saesa COVER SHEET A0.0 -�T EXTERIOR PERSPECTIVE kv STUDIO S SOUND PRLHITECTVRE 1000 S. wnchesler BWC. Son Jose, CA 95113 P (408) 998 - 0983 F 1408) 404 - 01N V Z ✓i ja O w O u CJ o 0 O� mm H i O H <� 00 V5 0 O Q 9ssYYYY R R R R R R 4 c °ea d EXTERIOR PERSPECTIVES r ■@ I � III 1 W a� 1, r II , 1 uN 1 • I''I 3 r - i- m j1 ' • Will J STU0IU S SOURRED 1000 S. Wb hes(er BWG. San Jose, CA 95113 P 1408) 998 - 0983 F (4081 404 - 01" U � O J> N a U, N 0 �w s� ww S � � N mlo y z N O W 00 J V• � � ,Q^ V O N d Q V O 8 R° Y a m R R R R ass°ss==- €F EXTERIOR PERSPECTIVES 1BUE ti Zug- �{ c W. b k STUDIO S SOUND RR C M I T E C T U RE 1000 S. wnchesfw BhO. San Jose. CA 95113 P 1408) M - 0983 F (4oB) 404 01N U w a N O � O tl � � N OJ > rc0 W JF 0a u o m mm �� Z 0 t N O Oi 0 O O b �7 0 Q F � e�55C a va�ia'xq p9sd°s�=_ EXTERIOR PERSPECTIVES TRUE EXTERIOR PERSPECTIVE SOLAR STUDY JUNE 21ST, 9:00 AM — PERSPECTIVE 4 SOLAR STUDY JUNE 21 ST, 9:00 AM — PERSPECTIVE I - 1 1 SOLAR STUDY JUNE 21ST, 12:00 PM — PERSPECTIVE I - I 5 I SOLAR STUDY JUNE 21 ST, 12:00 PM — PERSPECTIVE I - I 2 1 v STUDIO S SQUARED Af c.. 19c T u R. 1000 S. Winchester BiNd. San Jose. CA 95113 P 1408) 998 - 0983 F (408) 404 01" U w f u u S y 'F�`y11 d vi c� N O a Up c- w O j W u U o p m � N pa m m a3 C) a N O� < < 00 � O N e Or V � p Q R_ fi;s2Y: � : 'qqg� Eqgq' I3333 sq°sqtt qg:q R 8 2 g 8 8 1 d SOLAR STUDY JUNE 21ST I SOLAR STUDY JUNE 21ST, 3:00 PM —PERSPECTIVE I - 1 6 1 SOLAR STUDY JUNE 21ST, 3:00 PM —PERSPECTIVE I - 1 3 1 SOLAR STUDY DECEMBER 21 ST. 9:00 AM — PERSPECTIVE 4 SOLAR STUDY DECEMBER 21ST, 9:00 AM — PERSPECTIVE I - SOLAR STUDY DECEMBER 21ST, 12:00 PM —PERSPECTIVE I - 1 5 1 SOLAR STUDY DECEMBER 21ST, 12:00 PM — PERSPECTIVE I - 1 2 1 STUDIO S SQUARED RCMIT ECTVRE I"S. Winchester Blvd, San Jose. CA 95113 P (4081 998 - 0983 F : 14081 404 - 0144 Q V w f u y O 0 �W GV1 H a O < ' Q �F O U u o p 3 �N Om m N V) Z � N O OW Q O J Q 0 Oa H O z —F O O Q R R R R A R R s SOLAR STUDY DECEMBER 21ST MUE .4 I SOLAR STUDY DECEMBER 21ST, 3:00 PM — PERSPECTIVE I - 1 6 1 SOLAR STUDY DECEMBER 21 ST, 3:00 PM — PERSPECTIVE I - 1 3 1 FRONT -LEFT VIEW FRONT VIEW EXISTING BUILDING TO BE REMODELED- PHOTOS I - I 1 1 EXISTING BUILDING TO BE REMODELED - PHOTOS RIGHT SIDE VIEW EXISTING BUILDING TO BE REMODELED - PHOTOS STUDIO S SOUBAEU PRCHIi ECTU NE 1000 S Winchester Blvd San Jose, CA 95128 P : (408) 998 - D983 F:(4081404-0144 a U w Ups W y o 2 z h O aU N f o < w Q� Q 0 ww Acq O U N O of z mw u° > m N o mm o� w u° Q 00 V1 O U W Z 0 N N r z °f ^ 0 ° ° muux u z z z z z z z z z z z z g s S g s i r a'moo� E� EXISTING BUILDING TO BE REMODELED �4,' A0.5 ,-A EXISTING BUILDING TO BE REMODELED - ROOF PHOTO EXISTING VIEWS EXISTING VIEW FROM 16185 LOS GATOS BOULEVARD EXISTING VIEW FROM ROBERTS ROAD EXISTING VIEW FROM 16254 LOS GATOS BOULEVARD PROPOSED BUILDING PROPOSED VIEW FROM 16185 LOS GATOS BOULEVARD PROPOSED VIEW FROM ROBERTS ROAD PROPOSED VIEW FROM 16254 LOS GATOS BOULEVARD STUDIO S SOUND 1000 S Winchester Blvd San Jose, CA 95128 P : (408) 998 - 0983 F : (408) 404 - 0144 a U w �I � Z N H Q 0 11 Q � O wW O U O Q z of mw U° C O Q mm OU ')0 g_ C7 Ln O u ; i O N N a E F U a d a U W z z z z z z 2 2 2 2 z z 5 5 5 5 5 m 5 r• R R R R R R s�=say ti o s HILLSIDE VIEWS A0.6 HILLSIDEVIEW-PHOTOS -I - - I-_1. EX STREET SIGN TO BE 1 "MAGNESON LOOP' Standard 2 j/ J I m /In *i� I =R 3 OUTUNE OF 2ND FLOOR SIDEWALK BENCH (PEDESTRIAN AMENITY) Il (EITREE 020 TO BE RELOCATED r - (EITREE R19 TO BE RELOCATED ®= NUMBER OF KEYNOTE BELOW 1. CURB CUT PER PUBUC WORKS STANDARDS -SEE CIVIL PLANS 2. WALKWAY -SEE LANDSCAPE PLANS 3- EXISTING SIDEWALK 4. 1ANDSCAPING-SEE LANDSCAPE PLANS S. MISTING V FENCE 6. E)(LSTING CMU WALL TO REMAIN 7. HRDSCAPE AREAS- SEE LANDSCAPE AND CIVIL PLANS 8. VISION TRIANGLE AREA - 3'{f' MAX. HEIGHT IN THIS AREA 9. PROPERTY UNE 10. ADJACENTSUILDING I/4. _PROPOSEDBUILDING RETAIL/ OFFICE I H. (E) TREE TO REMAIN OR PROPOSED NEW TREE - SEE LANDSCAPE DRAWINGS FOR SPEC. AND CIVIL DRAWINGS ON TM-2 FOR BEING TREES TO BE REMOVED 12. (E) A/C UNIT TO REMAIN 13. (N) A/C UNIT CONDENSER PAD(S) TO BE PLACED ON ROOF 14. (E) TRASH CONTAINER AREA TO REMAIN 15. (E) MONUMENT SIGNAGE TO BE RELOCATED -NOT PART OF THI PERMIT 16. BICYCLE PARKING AREA -SEE LANDSCAPE SHEETS FOR MORE INFO 33 6 7 118.20' S ]8t"la'E. 10'4' 12 � I J32 16 0 4 33 n %ISTING BUILDING O BE REMODELED" IEI./-49. RETAIL/OffICE E /IE G" 101/y RI IF'/ to 0 I/ )' 48� 27 ] /� II 1e III IS III Ib I� tlll 19II 19II® 156'-71/�PR — 8 6' 9� RELOCATED OP06 RIGHTSIDE SE7BA I EIITIREEINSTOBEREL I��I?III19IAIIE�9D ToIIII IJE -'HANNONSIVS2 DE. ROAD— Ir- 91M' t0Y1glOV® f fr Wma OAl AA VW ! 1 A s w mugmm10 IX Ir DlODAf MIT! 10 it Ir DEOOa<®AR mw lOfInMOVBf If r HOLLY OAK t0 A OLLr r O Ruilom Xt is r NY .9 la Ir YOAK v TonMAn 17 r ciAmImy"m y1.17, 10 1 LV1i® is r 701HURAIN n r N Nim MYn 7Y IAMYIANi® 011[MY IF OV® r rDAf 1111 mumoym r IFMY m*B Vw NdlY"I m. 1 f1nMOV n r pA ff OV® —00- O TREE NUMBER ® EXISTING TREE TO BE REMOVED ® EXISTING TREE TO REMAIN TR -3'l/'MAX. VISION TRIANGLE AREAAREA HEIGHTVISION INS AREA EXISTING BUILDING TO BE REMODELED PROPOSED NEW BUILDING EXISTING PORCH TO BE REMOVED (E) PAVEMENT -SEE CIVIL SITE PLAN IrTB• 1 ® ADA HANDICAP PARKING SPACE I STUDID 5 SDURAED L RCMIT ECTV RE 1000 S Winchester Blvd San Jose, CA 95M P : (408) 998 - 0983 F: (40B) 404-0144 < J U w u � a N 0�w Jo a� O u gz mw m om pw O UO "O O v O f O 3 Z O ry V G lJ -O Q �a$,ii�xxx x D G6kG G G� B u u u u u u u Z Y RE g 3 f o R R R R R R R a = o S Y SITE PLAN TRUE - N A1.0 KEYNOTES TREE TABLE LEGEND J. 1 < k,. _ K \ � 11 � x Y BUILDING FOOT PRINT IANDSCAPEDAREAS HARDSCAPED AREAS PARRING SPACE AREAS FWALKWAYS/PATHS TABULATION OF LAND AREA SF % A ENTIRE PLANNED DEVELOPMENT 41038 B PUBLICSIREETS 0 0% C PRIVATE STREETS 0 0% D SIDEWALKS AND PATHS 4467 I1% E PARKING AREAS 7798 19% F VEHICULAR CIRCULATION 0 0% G MAJOR FEATURES ON ADJACENT PROPERTY WHICH AFFECT THE DEVELOPMENT PROPOSAL OR ARE POTENTIALLY AFFECTED BYIT 0 0% H HARDSCAPE AREAS 12162 I LANDSCAPE AREA 7252 1 J BUI LDING FOOTPRINT (EXISITING AND PROPOSED) 9.359 23% 10TAL 41038 1 NOTE: TOTAL RETAIL SQUARE FOOTAGE= 9W9 SG.R 171M0 SOFT NEW RETAILI- 231E SO.Fr IE%ISTING RETAILIT TOTAL OFFICE SQUARE FOOTAGE= W91 SO.FT TOTAL SECOND FLOOR STAIR - 379 SO.FT ;J STUDIO S SOURED IiCMITECT UNE 1000 S Winchester Blvd San Jose, CA 95128 P : (408) 998 - 0983 F : (408) 404 - 0144 J Q U o o F < �m o Z 0 N ,mow <O < 1 O wWFW O 22 v, > 0~ U5.3 m w' m p V O N 0- <W 00 1O Q 50 y ° Oz ' V1 ; f O Oz F4 D U Z x x x x cIn-rluz� 7 6 t E E E O O D U O z z z z z z z z z z z a 5 < g < 3 R R n R m R m R m R sls=so= OFFICIAL DEVELOPMENT PLAN LAND USE PLAN I te• 1 1 PORCH COLUMNS TO BE DEMOLISHED EXISTINGWINDOW TO REMAIN EXISTING DOORS TO REMAIN EXISTING DOOR TO BE _ EXISTING BUILDING TO REMAIN CONVERTED TO WINDOW EXISTING WINDOW TO BE EXISTINGWINDOW TO REMAIN CONVERTEDTODOOR NOTE: ALL EXISTING WALLS TO REMAIN k ` I sruolo s sauaeEa RCMIi ECTVRE I DDOS Winchester Blvd San Jose, CA 95128 P : )408) 998 - 0983 F : I408) 404 - 0144 J Q V w U � 0 N O ) W G V <w Q N O Q� W W O F, � sN o 0, U mw J m oU O 00 0 00 d f 0 or C7 0 U 0 N 3 Z U U N -O Q Cm0xa C�0x EXTG. BUILDING DEMO PLAN TRUE - NI A2.0 EXISTING BUILDING - FLOOR PLAN 3/16" 1 LEGEND I NOTE: TOTAL RETAIL SQUARE FOOTAGE= 9359 SQ.FT (7017 SOFT (NEW RETAIL)+ 2312 SQ." (EXISTING RETAIL) TOTAL OFFICE SQUARE FOOTAGE 3891 SOFT TOTAL SECOND FLOOR STAIR • 379 SQ." I KEYNOTES I I - JE hl •• t i a 4 OM . _SECOND FLOOR PLAN© FIRST FLOOR . Mo Assesses'. Parcei No. 523.06.011, Ull-"410 Zoning: CH Jurhdicffon: Town of Los Gabs Type of Conxhudion: TYPE V.5, SPRINKLEEED Aulkling Occ. Groups: Cwoup B Max. Allowed Building Neighk 35.(" Proposed Building Height 29'41" Lot Area: 41AM) Existing Commend d Floor Arw 2,312.0 Proposed Find Flow 7A47A "wed Second Floor 4,270.0 Total Gross Floor Arw 13,629.0 Odding tol Coverage Percentgae 9.9% Proawed Ld Coveroae 9,339A Igf Coverage Percwfoae 22AR FLOOR AREA TABULATION STUDIO S SQUARED A�.11.Crl, . IDDD S Winchester Blvd San Jose. CA 95128 P : (4D8) 998 - 0983 F : (408) 404 - 0144 w Q U v � vi o E :§ Q Ci W b o � � w z 0 IS SN � w mm U N W O � uy •u° Q a � 00 O of h U ; r 0 O u < d4Ai i N y In N 0 0 U 0 0 i i i i i i z z S z S z S z 6 i S sa=say FLOOR PLANS PROPOSED BUILDING ff -1m ------ v b F _______ ________ _________ _________ _------- ------- — — Z �`^l mil _ __ v �^ wu-' - rsF = 1'TYfr: fl�T 1 .�i P t 1 .d.�SHANNON ROAD LOS GATOS BLVD LOS GATOS BLVD SCHEMATIC ELEVATION -LOS GATOS BLVD- PROPOSED PROJECT 11116- I 1 1 SLVD SCHEMATIC ELEVATION -LOS GATOS BLVD -OPPOSITE SIDE OF STREET OF PROPOSED PROJECT 1/16" 2 L � r O-- _ __ _ _________ SHANNON ROAD SCHEMATIC ELEVATION -- SHANNON ROAD - PROPOSED PROJECT 1/16" 3 LOS GATOS BLVD STUDIO S SOOARED ARCHITECTURE 1000 S. IYRchester BNd. San Jae, CA 95113 P (408) 998 - 0983 F (408) 404 - OW U w a u d N O N O a0 W W /SY ON � U U o o Om m O V) � O ,� 0 w Q 1 v OZ /� d. V O O J tV zm _ 0 O Q LL SCHEMATIC ELEVATIONS AND CROSS SCHEMATIC ELEVATION - SHANNON ROAD - OPPOSITE SIDE OF STREET OF PROPOSED PROJECT 9*> ----------------------------------------------------------------------------------- - _— SHANNON ROAD • ttrtOelk 1 SCHEMATIC ELEVATION —BACK 1 1/16' 1 1 1 y_ .___ �..... ------- _ _ _______ _____________.-_. _..-._ ________._. ______-_ _-------_ ----_ _______- KZ v !1 411`1P., e. a a f. o •�o 1-1"�i-s l LOS GATOS BLVD SCHEMATIC ELEVATION --LEFT 1 1/16- 1 2 1 LEGEND FOR SCHEMATIC ELEVATIONS 1'=60' 3 STUDID S SGUARED NPCXITECTURE 1000 S. wRChestef Blvd. SOP Jose. CA 95113 P : (408) 998 - 0983 r (4oe) ea - 01M U i w f N y O jd JO < O U o ° m mm �� v% Z O 0 O 1 0O J (5 0 O O N — N 0 Q 3 c � 3 sY; y53 d B 9 R Rg R R $sP-69 SCHEMATIC ELEVATIONS AND CROSS JCI.I IUNJ TRUE N A3.1 O B �e • NUMBER OF KEYNOTE BELOW I MAX HDGNI AS DEFINED BY MR6gCIgN 3 ASPHALT CONY SHINGLES TO MATCH ROOFING AT IE)BULDING-SEE ROOF PLAN FOR NARE INFO 3 INTEGRAL COLOR STEEL DROWSED IGMIIXN RESISTANT CEMENT PLASTER SNHZ ISMOOM FINISH) -)Fd CEMENT PIASTER O/METAL I N012 LAYERS GRADEDOR BETTER BUILDING PAPER.3 COAT SYSTEM WITH 269 , WEEP SCREED AT WALL BASE AT LEAD l ABOVE GRADE OR T ABOVE HARDSCAPE NOTIAED 5 Ag1ER®WHIWFK.MSTONE VENEER Iq S US/SFI 6 YEFEOoNP BELLY BANDIRIM METAL WELUE, POWDER COATED 8 BROME ANOgZ® AWMRAW STOREFRONT WINDOWS AND ENTRY DOORS. DOUBLE CLEAR OWENG 9 EXTERIOR LIGHT, INSTALL PER MA.F.INSTRUCTIONS - SD HIGH: HNGN:BRONZE HOURE TO BE HIGMRYCOWIUM. 10 FIN MWNIED LLD ILLUMINATED AODREM SIGNAGE, CLEARLY VISIBLE FROM ADJACENT SSREE 11 NOTUSED 12 POWDER COATED MEAL GUARDRAIL 13 WALLw NTFO CABLE SYSTEM FOR ESPALIER IN OWING SYSTEM ATSTARCASE IS FABRIC AWNING BELOW STORE SIGNAGE PAINT D PI- BENENJAMIN MOORE. YELLOW HAZE COLOR P2- BENJAMIN MOORE. VINTAGE PEWTER 6. FRONT ELEVATION 1/8" 1 ----------------------- 5'�- I- - ------ ---1----------------------- F �I O F RIGHT ELEVATION I' 1W 72 1 M ELEVATION GM LINE TREY -PROPOSED BUILDING A ERISIWG/PROPOSEDADJACENTGRADE+N 370.25' 3 In FLOOR HNSH FLOOR • /-3I0. C ISFROOF CEUNGNEIGHTIUN.OJ-1/-38310 D SECOND FIOOR FlWSN FLOOR -l%]BS{e' E SECOND FLOOR CULLING HELM-M-395AB' F IMX. BULDNG HEIGHT PROPOSED -/- ADS 16' G MAX WILOWG HEIGHT ALLOWED -M4'+I-N0535' NOTES: I. EXISBNG BUILDING EXTERIOR FINISHES TO REMAH"MNT ONLY KEYNOTES k \ STUUIU S SQUARER M rtEC TLFPE 1000 S. Wmchester 81Vd. Son Jose, CA 95113 P 1408) 998 - 0983 F (408) 404 - 01M U w y 6 W N < o> <o d N O ww 0 H O U V o ❑ ED Om m 0 O a N W V � o O N F 00 V z V -o U _ Q ELEVATIONS Fri O • NUMBER OR MNGTE MO. I wV Nfi M DEWED BY AIRLSOCIION } /SPINAL COMP S,NGLO 50 MAICH RW NG AI LEI BNLDNO-SEE ROC, PUN FOR MORE Nf EEL J INTEGRAL COLOR Rllh) ED IGw000 RUSTAM CEMENT PUSFER$ns ISMOOM NNIS -llrcENH.TPWRR OI METTAI UM of ] LAYERS GRADE D' OR BOIER BUBONG PAPER. J COAT SYSTEM WRH 26 p¢ WFEPSCREED AS WALL WE AT LEAS, Y ABOVE GRADE OR TABOvf NARDSCAPE NOT USED 5 ADHERED UGMw,1 GONE VENEER(-15 MAT) lawoNEBfLLYMNDFRW > METAL IREWS. POWDER COATED B BROME ANOOEED AWMINJM llOETROM MNDOWS AND ENTRY DOORS. DOUBLE CIFAR GUIIN 9 MGMS LIGHT,WSTALL PER MANVf.INSIRUCIKK6-DT NGH: PNIW:BRONIE:fMURF IOOF MGM sCr 10 LEDIWl ID NOTUSED DLFD IuuMNATFD ADDRESS LGNAGE. t1[ACr YI$I&E FROMAoucNIT s1REE1 11 ND US D 12 POWOERCOATED MflAL N I] WADCABLE iTEMNCFSPAUfft ANG$YAtSCASE T5 FAMCAWNINOFOWTOREAGNAGE V 1I t 1 i IRA mum�eEm m B m m m 1. _M] , ®� m m STUDIO S SOURRFD A.C.TECTVTRE IOOO S. Winchester BNd. San Jose. CA 95113 P (<0B( 9% - 0983 F (408( ROd - 01" a V w U N 0 a N O J d �o oW <o W F ? y C 0 Om LL U OLn > J m m �� p O < � 0 O O 0 0O �Z N j O a 6 R � z d a a R 9 R R 4 E ELEVATIONS TRUE A3.3 LEFT ELEVATION I M' 1 2 1 KEYNOTES A ----------- /JOCIXIMN <__. _. _ .._________ro-REMOVE . �.NumeERaREYnDTE eeow NE.GNtE 09WFD Br JMAI0 ROO 3 ATECRA COMPSMEEL TROWELED EAD*NBRO ROMACT AT 1 W¢OWC SFE900F MNWOON EMFO J IM CEMEOIWSIHL I1O &L ITH Of N AYERMMCflPEtt VOR BETTRSYSTEM ER B"ISNDORNG . IN6Xl YffCOAT M1EMwIM16 W.WEEP SCREED At WALL WE At IEAftIABOVE GRAM ORSABOVE NARMCAPF 0 NADMWD GAONf BFR I<ISIBhR I E.woNPBELL,Eaw J 3. FODER IRCN'l MOW(ZEDAWmNUMSTOREFRONT WINODWI AND ENTRY D0091.DOIIBIF CIFM GWING 9 EXTERIOR G.WLL PER MHIf.NRUCt0-P G:iHISX:BRONZE. FXiUREIO BE NGNT. 10 PN NgVE®LEDIUMNAIfp AppRESi$IGNAGE. CLEARI V61I1 fItOM AWACFM STREET II NO U D 13 POwC59 COAI�mEtAL GUMNAN IJ WALLJ.101MR0 C.WESYSIFMfgf ESPAUFR I< GU@IGS"BEMAIS1NRCAi IS FABRIC AWNWG BfIOw STORE 9GNAGE ---------------------------------------------------------------------------------------- _ ___________________ c___ �j PAJNT SCH LE Q \I PI - BENJAMIN MOORE. YELLOW HAIE P3 - BENJAMIN MOORE. VINTAGE PEWTERER EXISTING BUILDING TO BE REMODELED - FRONT ELEVATION 1 1/8' 1 1 ------------------------------- i -------------------------------------------------- FI AMI4GRIDVNEBfY-PROMD3"` 40NG A E%61WG ANOPRGGS®ADHCENIGRAL£iORF%hMGBUILpNG-./-3RN 0 mflh ISI ROOR ANGX FLOOR -./-YI.16 C EYERG WVI. WRONG NFIrHI.-I. MARY o mAY WIEWM XFIGNtAUOWEO-Jra.A 965.w ------------------------------- NOTU I. EX6RNG BULGING EXtERIOR FI RSNES TO REMAIN-PAIM ONLY *v STUDIO S SQURREU ARCHITECTURE IODDS. Wi.mhesfw&vtl. Son Jose. CA 95113 P I4081 998 - 0983 F (408) 40/ - 01" U a V N Q J Si Q L9 le p a N O t J W H f] U E o O r R, U E/1 z p N o �O Kv Q Oa J z CO O Q Sss"YYYY o R g R R R $itl9`_s�e ELEVATIONS I'VE A3.4 EXISTING BUILDING TO BE REMODELED - RIGHT ELEVATION 1/8" 1 2 KEYNOTES - - IJ • NYMIER OF KEYKgh Y1pW MAK.XECOA5 E4iN®pY R lAA1CH RD ASRXNi COREICAES TO MAICHROON ] COLOR RE!W NTCEgNG-RERRsysioNEORMGRERISG 1ROHAL 5MD IRAOOM FN6Xl MILYIRYM PLAVEEl -7MC iA OR11 TE 1AM 0111AYFY GRAZE D'd pfll[R BGRAM RIPER.] -E/CCE GRAM TFAIA/3190/NEiAL COAT $YSIFM WIIII }d Rp. NEf➢$CRE�/.1 WMIKrVFAilMsl! ApVE GRApf OR S ABOYF x01 A NOIU W ED 5 GI(ISEGNF V81EER 1•IS LL{/sry AEm7c e r1,EUY RRi WR I s WALttJPN:LLr OA OULRARM y p SPORE ANDMED ST RRpQEANCQTEDMLNUMIM swRFFRgII MtlwWS.WOENiW NORs.CpIKIf CLEAR GLADNG c 9 EM" UGH.K6TALL PER MANIF.RSRIK5CR6-]T MGN:EN6M3RCMF: FlK'IURFw BE N,GHTI NIGM ur S1 10 LEDWII. PNMWEIt®IEOIWNNnIEp nOCEESSSIGNAGF. C'IFMIVpNEEROM AOIACEM $fXEEI a Not usEO Il POWOER COAIEO MEMAGUMgfAI 13 wwLLAwgREDCNIF SYSIFM WRfSP.WFR f- 14 GAW S EMNS MCAE IS 1AMK: AMNf. REIOW STORE SRiNAGE Al ----- -e Immippmw 19m rwmml� IIIIIII EXISTING BUILDING TO BE REMODELED — REAR ELEVATION 1 1/8' 1 1 DURING IR/SM AREA AM n4srewReAw.vANl roMAwXNeR xnnwG E)TRASH-RIGHT 1 1/8' j S E TRASH - FRONT 1 1/8' 1 3 --------------"-------- --------- --- -- PAINT SCHEDULE PI - BENIAMIN MOORE. YELLOW NARE COLOR P] - BENIAMN MOORE. VINTAGE PEWSER ELEVAIIONGIXD WEKEY-PROIOSEO pUYCNG A INGANOMOF05®ADMCBRGVE ECR E1151NGp1Rl[RK.•/-9AM p Mfnf1NG I5IROOR H6NROCR•r/- gl.lp' C EMpiNG MVI.NNWGNHCMf••/-Mffi O M.V NxoNG NEIGM AOOWEO•SSd r/-p5g/ NOTE: I. EXSTING BURDNG E10ERIOR HNGHE TO REMAIN-PMM ONLY AN STUDIO S SDURRED RCMITECTVRE 1000 S. 9lmhRR51M 8Wd. Sm lose, CA 95113 P 1408I 99B - 0983 F (408) 404 - 01M U ILI a V N 90 oQ oW oe p 6 O W W J � O o ❑ U m m , N O Z < m n 0 a (D'o Q rc �Z U' O N� V) O N N] u a da"sYYEY atl9="e�� e 4 � ELEVATIONS A3.5 (E) TRASH -LEFT 11/8' 1 6 (E) TRASH - REAR 1 1/8' 1 4 EXISTING BUILDING TO BE REMODELED — LEFT ELEVATION I IIW 1 2 KEYNOTES I - I - u . N11MBEROF KEYNDIE ME AEa cauBu6 mS11NG YORCX nro caEpua EXBIWG Ymo roeERPMo.[ T coNvalW10lo oow ___ _________ ___________ _____ _ _________ __. _-.------------- __ _ PAINT SCHEDULE P1 - BENJABM MOORE. YELLOW HAZE COLOR _ n BENMI JAN MOORS. VINTAGE PEWIER kLa EXISTING BUILDING — FRONT ELEVATION I 1/8" 2 EXISTING BUILDING — RIGHT ELEVATION I 1/8' I 1 j Fm- ELEMENT TO BE DEMOLBHED u o COLUM m — EK61WG[IOOY T...- '\ roeE carvERIERTo e_ >. ,El ______________ EIEYAPON GRO WE KEY -PRGPOSW Bm �I A FR6BNG ANp PROP$®ADJACBI(GR1DFf04 EItISIWf. B11KpNG -./-]N&! B E.IR wftMSNfLW'R• P/-i11.1R' A i NOiF5Emo MAX WILp x6MI41(i ovh• •/-]A.eE a nux NRLOR+cEecHl AuEIOMp-sra./-usar . EXISTING BUBOING MERiOR FINEIHES TO REMAIN -PAINT ONLY 1 I 8 12 i B 12 EXISTING BUILDING — LEFT ELEVATION 1/8" 2 KEYNOTES - - t s STUDIO S SaURRED RCMITEGTVRE 1000 S. Winchester &Ye. Son Jose. CA 95113 P 1808) 998 - 0983 F (408) 404 - 01" U Z w a � UO U a � Q� O ¢ U $ 0 m 0> m m cn Z H �Q O sZ U 0 a O - rz ^u Q :IK �asYYYY ag8'-ads A a R a g R _ EXISTING ELEVATIONS A3.6 --------------------------------------------------------------- ------------------------- L ti a ❑. sNI1MBER Of LEYNORBELOW 1 .00n PMKNANIC/A UMR-i O.UN11 TO M BKOW MANSARD PARARFI ""P %-zRamill ,I - ./aroar .wmsr f GRADE NGRAYF SECTION 1 118" 1 1 ------------------------------------------------------------------------------ �q2-------------- d ----- --- ------ --- 1 L EIfVATON GRID UNEkEY-PROPV.EDBULLYNG F F ISM.GMOOR RNMH FOAOIACFMMME•.1-91(I]5 e B ISi FLOOR CEMG C0."./-SA.]T O C i ONDFLOOR OOR F NFpM1 pLK0.1 v5MP O SKONO FLOOR fNDIR000. •�/-ySDY E SKONOf.G Ce1ING N9GM=./-J95.CS q3G f µSx. BUIIDNG NEIG11I RrtOPOSFO•. +I-I6' q G MAV Bl11ldNG XFGM AILOWE0=3Sd ./-tl515' b! /+Wl1r 'OB NGRME SECTION 2 1/8' 2 KEYNOTES - - I ihk, , STUDIO S SQUARED ARCHITECTURE 1000 S. Winchester BNd. San Jose. CA 95113 P (408) 998 - 0993 F (408) 404 - 01" Q V W F U vi O a j0 B o o> > oS 0 N O U LL o O m O m m � N 0 Z < O Oi a OO V V) O O N N Z n 0 a R_ �S t c c c o a R R R R $sa°s"ae a d � F SECTIONS (DBKF ENGINEERS ARCHITECTURAL AND SITE REVIEW 16212 LOS GATOS BOULEVARD TOWN OF LOS GATOS, SANTA CLARA COUNTY, CALIFORNIA U:i�P1X�lL� ^` 16212 LOS GATOS BOULEVARD, LUC CONTACT: scan PLAUTZ (408) 655-2326 ENGINEER' BKF ENGINEERS 1730 N. flRST STREET, SUITE GOD SAN JOSE. CA 95112 CONTACT: ISAAC KONi0ROVSKT (105) 467-9100 een: MAGNESON LOOP 523-06-010.011 AREA: 0.915 ACRES EXISTING 70NE: CH - RESTRICTED COMMERCIAL HIGHWAY - PROPOSED ZONING: CH - RESTRICTED COMMERCIAL HIGHWAY EXISTING USE: COMMERCIAL ' 1 PROPOSED USE: 2 COMMERCIAL UNITS (1 NEW AND I EXISTING) WATER SUPPLY' SAN JOSE WATER COMPANY SEWAGE DISPOSAL, WEST VALLEY SANIIATION DISTRICT y I STORY DRAIN: TOWN OF LOS GATOS 4 I I I I OAS a ELECTRIC: PACIFIC GAS a ELECTRIC O Ll ) 1 I TELEPHONE: SBC TELEPHONE COMPANY 1— (A 1 1 I CABLE: COUCAST (lad (1 FIRE PROTECTION' SANTA CLARA COUNTY FIRE DEPARTMENT O FLOOD .j}yEjON AXIS OWN IN IS LOCATED NCEWITHINR ZONE 0 J (fE I I AS MUM IN RODD INSURANCE RATE YAP — — — — — — DATED MAY PANEL NO. OW65CO3TTN. DATED uer 1e. 2009. I r 1 I I I kDBFgt ii 1 I - ' 1( I (E) BLDG 1 I (N) BLDG I � 1 I L RD 1e EM r„ `T' t ., 70JECT SITE If < i • / ns..r..r .tl a VICINITY MAP N.T.S. SHEET INDEX C-1 TITLE SHEET C-2 DEMOLITION & TREE REMOVAL PLAN C-3 SITE PLAN C-4 PRELIMINARY GRADING AND DRAINAGE PLAN C-5 PRELIMINARY UTILITY PLAN C-6 PRELIMINARY INTERIM EROSION CONTROL PLAN C-7 EROSION CONTROL DETAILS C-8 STORMWATER POLLUTION PREVENTION PROGRAM C-9 PRELIMINARY STORMWATER MANAGEMENT PLAN C-10 TRASH VEHICLE CIRCULATION C-11 FIRE ACCESS EXHIBIT BASIS OF BEARING THE BEARING. N2WQ'00'E. OF THE CENTER UNE OF LOS GATOS BLVp (fORYERLT LOS GATOS AND SAN JOSE POAD), A5 SHOWN ON MAT CERTAIN MAP FILED IN TIE OFFICE Of ME RECORDER OF SANTA CLARA COUHFY, STATE OF CALIFORNIA, IN BOOK C OF MAPS AT PADS 41. WAS USED AS THE BA515 OF BEARINGS SHOWN ON MIS YAP. ENGINEER'S STATEMENT THESE PLANS HAVE BEEN PREPARED BY YE OR UNDER MT OIRECTION IN ACCORDANCE p6TAegV WRN STANDARD ENGINEERING PRACTICE. SCOTT R. SCHORK. P.E. BUT ENGINEERS R.L.E. NO. 47813 �nw A 12-31-19 a.. uM° F Q aC �7 > Z_J J Q 7 to ~ Z m N y0 Qh(u LLI H z N O o Q UN fV l0 0 0 O 3 O uu�u�fi e t t e spp dae`sa x �I! ?�yS�Fn GRAPHIC SCA, A Al I§ 7 Om.nq Hu, 30 0 30 60 C-1 SCALE: 1"=30' 1 OF " 08KF ENCINEE I' DEMOLITION NOTES: BASIS OF BEARINGS: LEGEND: I. ALL ONSITE CURBS. GUTTERS, CONCRETE PA05. THE BEARING. NEP4O'00'E OF LIY CENTER UKOF LOB AC ASPHALT CONCRETEi7 mS ! \ ASPHALTIC CONCRETE AND ASSOCIATED WE GATOS BLVO (MET IDS GATOS AM SAN JOSE ROAD), AB Be BUILDING CORNER N i - BW j F ROCK TO BE REMOVED. BNOWN ON THAT CERTAIN MAP FIIEO IN ME OFFICE OF WALKICF OF Co 6 LAM COUNTY, STATE OF CO CATCH RU BASIN CORRUGATED ME RECORDR OF SANTA CMM CAUFORNA, IN BOOK COL MAPS AT PAGE R1. WAS USED UTILITY NOTE: CMP CR4lE0 METAL PIPE � OUT AS ME BASIS Of "INS SNOWN ON 1HR YAP. CO C CAN CROWN MAGNESON LOOP UNDERGROUND UTILITIES. SMOM PER SURFACE DW DRNEWAY } ENDEMCE 00 RECORD MAPS. MAT BE DIFFERENT FOUND IRON PIPES (IP) IN LOS GATOS BOULEVARD AREA EC EDGE OF CONCRETE THAN AS SHOWN. BEFORE EXCAVATION, CALL CONSISTENT WOH MONUMENTS PER RECORD OF SURVEY AM ELECTRIC METER ® Be -- -- --- UNDERGROUND SENVN:E ALERT (USA) 1-BDO-BNI-RH4. MAP BOOK 219 PAGE IR EP EDGE OF PAVEMENT ® Q NA - - FCOR FENCE COMER W - — NOTE: m FOUND __•. Y ¢ FT FINISHED FLOOR / 11r 1. BOUNDARN DATA COUP FROM RECORD INFORMATION. R FEOW UNE II� E. MEASUREMENT OF BUIMK UNE IS TO WE FACE OF FIN FIRE HYDRANT ' s — —_--- 1 STUCCO OR SIDING. FIN RIGHT OF WALK y 1 S. NEIGHBORING BETIDING LINES APPROXIMATED BY BING G GROUND � ¢ I .III 12 : I 1 —� I MAPS AERAL PHOTO. GC GARAGE CORER y \CF GARAGE FACE/FRONT ¢ D \ I we GROUND AT RACE It m 'L \\ I I '�-� ON GAS METER _w II I X\ I I HCR HANDICAP RAMP ! 19 P + 1 • \� I V 1INVERT IP HIGH PIPE 1 W " I t I �. POLE w UP O I ' ' UP OF GUilfR q 0/H OVERHEAD z O \ I I -_ I / AL 1 PC PROPERTY =MR Of I J ; \ RN RETAINIAG WALL R/W RIGHT-OF-WAY J SL STREET MINT a GUE I1 I I I U BYH SANITARY SEWER MNESGTOY CO SMITART SWR CIEANOUT MER Tle TOP BACK ROLLED CURB\ \ ; _ PC TOP a CURB WWTTTTOEI MTOP OF DANK Q ZtPE TOP OF PA IVEYENT P= Rpara2 0. sd\ TRC TOP OF ROLLER CURB .I Is I ` lG r Ti Iryx n II .. I .,. .. .., I I TW TOP OF WAU. ER9 W J I R/W \ w M I Y /� X :1� U/0 UNDERGROUND Z (S(S 4 `"� _ ..1 I I. IN WATER LVE PIPE Q J Q t' (1 WV WATER VALVE _ ' I�wD¢CM x RACE 1 I ¢ , W u.` AM WATER METER BOX J ( d' a M.NVxC`E 1 I I -CTV- CABLE TELENSNIN UNE O !O w* IRR 1 I -E- ELECTRICAL UNE :) m f 9J i ' f4 M PdOvm i TO MNNAAH m RDUx -G- GAS UNE m W O �) pIXpK1Rx11C so' I ` ". AT WMAUT '� I _ -SS- WLITARY SEVEN UNE O ¢ U R - _f.d w WATER UNE KKKJJJ 'W�r[� / Ham/ A V•n.., TD TELEPMONRAMN ME Lu DAR, \ r FF wMAMA' sw I Y -. W ) m¢ axalLCllw. _ _ �[ j1E Tg /?0 { _ _\;sMJ¢Ai _ -�f7L a�.wsNO.a Lrr,� ua A�"wwwlo_ :+rk V"1 � _ _ _ _ PROPERTY UNE U Q a `� •. X i'I I ( ;. 3 :. `'J ~ -` -. _ 3 1 _ _ ADJACENT UO UNE VI Z la/I a REM01£yIE%. WM ! ♦ �� EX. \ yl n AND SEFNCE b, \' F- I M1 r I X M TREE TO Be REMOVED, WE 4 UNDSCAPE PNS O O -+^'w��Flcclwc ertR _ I m mul x� �T t J 1 T TREE TO RF RELOCATED. SEE IAxDBGPE PLW0 V B / R. TREE i0 REMAIN, SEE IANDBC/.PE P1N15 N Lu � b I I A � IS, Lu pMw p uN c� IX TREE PROTECTION. ME LANDSCAPE RUINS IX I sox FIECoIC .1 REMOVE 4AN TE UCHTINO AASSOCIATES FOOTING O 4 aIR1 Tas a RI1a.ID AND�• v m �kj 1� l; EXISTING UTILITY TO BE REMOVED L0O pbLL RIBO V •' _� _ - `- RMMFI T ✓ •A' NG MUTY TO BE AlMOOKID I� I Fro AC M tt 1 I I �d umwxc, M_ IX mATFM RpUL' Y �.� P F " _ I Lx au wxi REMOVE EXISTING PAVEMENT MMNING U ' RWO UPI 0 M yY ro RMMxx I j TWIN®MD fry; - r IX' �I C _ ] REMOVE AL PAVEMENT I REMOYE I rRRdx0G.,4 . J/ Rbowc .GMmIX, pnia9p9F�rtONn�N A k(�t \ "I �1 2 - A "4UTIER.APAVEMENTWI CONCRETE WALNY Mg�'AT -M W,\ n Op■i REMOVE SIDI AND CURB A GUTTER M RMIhID I' tt Fa -- -. .. p t I, l J k k k k L■ CHEF IXIR A t SI Il '� �A, a xO Imrt m Y )\ \f I I� m m EACH Aro w DE MYONn \ \ A I T¢ BOx m wMFnl qx i Y:7 L Am n •IP�t V / SEC RVYOREJK i MATT AFFE-LLMIMFO GMU m �)r / �' \ n ♦ K PF I IDiUsr M PRMOM➢ GRADES - "� \ = �, kITxNL3 1 B�OMFRS, D � � � y 1 _ 6 • ) M UL lRA61 PLYF — r - z _i,fyy vyrrAB i ! /(i Jii'i /� \y/ ; MMvc ¢ RCLCrvTE Ex VnuTr POLL I 1g4 oem al*+vL TT, EK sw ro Rmux- - PM AS M . 6 piii ' GMaIfAO Y I�R, a �� MOIFCF M M6 lO M El .1W if ui,•..i i i NiugmP .uliEiiinniuiuru//r/uunin H/te/iui / tb a R... a �' EA. mM ImwH ImmuCEIX I SHANNON ROAD 0 1 _— .-~ B 4� -. l %i.TECT MLE , Y,Y® TT9 p B ... _ R.nR N-I _ ERAPIW SCALE M1 zD D zo No C'!WB SCALE: 1"=20' 2 DF 11 'yo,q S Hpgp no:2 OP4) Ort fn'ry frry Or'xl fury OWxI burry Euk1 Orxl (Rt) E0'ry .0 � 6BIE UNF Ne) m a ux ,0't MAGNESON LOOP SHANNON ROAD ABBREVIATIONS BC - BACK TOP O CURB BCV - SAM CHECK VALVE BW = FlNISHED GRADE AT MUM O WALL CB - CATCH BASIN Q - CENTER UNE EG - EXISTING GRADE (EX). EA - UISTNG FC - FACE O CURB iF - FINISHED BOOR FG - RNISHED GRADE R - ROW UNE ELEVATION GB - GRADE REM GF - GARAGE ROM HP - HIGH POINT IS - LANDSCAPE (N) NEW OFD OVERROW DRAIN It - PROPERTY UNE P.AE. - PUBLIC ACCESS EASENENT P.U.E. - FUBUC UTUTY EASEMENT R - RADIUS PoN - RIM OF IRATE ELEVATOR SO - STORM MAIN SDAD - STORM DRAIN AREA GRAIN MR - STORM DRAIN xNCTON BOX SSMH - SANITARY MISER MANHOLE i S➢ - ME LANDSCAPE PANS I SS(* = SANITARY SEWER LEANGUT SW - SIDEWALK TYP - T191WL TC - TOP OF CURB TW - TOP OF WALL I ia>sr i.vWvill� I 1 I 1 1 1 I (x I 1 uasn sw I ) 1 T I I I I I I I I LEGEND PROPERTY UNE ADJACENT LOT LINE - - - - - - - - SAWCUT UNE VENIWLAR OVERHANG VERTICAL CURB AND GUTTER VERTICAL CURB II _ BIORETENTIW BASIN _.._.. _.. _..— CONCRETE VALLEY GUTTER ASPHALT CONCRETE INC) CONCRETE SIOEWAUK CONCRETE MU"AY �- -_-_- PUBLIC AC - DFEPUFT O SOLD GREEN BIKE LANE ® OR'V AT PER TOWN OP LOS GATOS STIES. ADA CURB RAMP KEY NOTES O CONCRETE YERTICAL CURB AND GUTTER, SEE TOWN STD PAN NO, 210 O2 CONCRETE VERTK:AL CURB, SEE TOVM STD PLAN NO. 211 Q CONCRETE VALLEY GUTTER. SEE TOM STD PLAN NO, 212 Q CONCRETE DRIVEWAY. SEE TOW! STD PLAN NO 218 Q IC CURB OPLING. SEE DETAIL THIS SHEET © PARONG STRIPWC. SEE TOMN SRI PLAN NO. Mx O WE RACK. SEE LANDWNM PLANS SHEET LL2 Q EXISTING AC PAVEMENT TO REIAAIN O CASTING TRASH ENCLOSURE TO REMAIN 10 COSMIC CURB AND GUTTER TO REMAIN tOi ETrnxC CIA) WALL To REMAIN 11 EXSTING AC UNIT TO REMAIN, S '" IN PLD O BENCH, SEE WOSCAPE PUNS SHEETS LIA k L11 IA PATO MCA WTH 1T SEAT WALL. SEE ARCHITECTURAL MID LANDSCAPE PUNS 15 CONCRETE SIDEWALK. SEE TOM STD PUN NO, 216 SECTION A -A V CURB OPEP1,1(i DUAL Nrs GRAPHIC SCALE oz� 20 0 20 SCALE: 1"=20' A.. a N0 I.Y Q ZJ J 0 D co z co ICU Q0a ~ W U cr (5 fA W N 20 O UN N N 0 O LL O 3 O C-S I ax I I 1 W Ju);y I J O' m PY bO.A cm xNUor (6 JRh y. . gg ¢% O 'EIZj. i r I w rc I g Il eF14Tg � n Jma - � RQ,O • I If IPo.Pi T III. p a . aTRR PM21fN1PXl B 9� Rlrtol r 2@ JA{N uATA� MGM, rql (N) BLDG I -ESE Jma FF 370.69 " a 4 rc¢a. R >� Jma 'UT"Axs4°Bi4G�r a_a aRn x1 n ® k wlmU %ilk r ,6 Wl IT) `. ., 1 q W ADWI SHANNON ROAD2I¢ (G2*&lL+JwLOT I I 1 1 Fc �RIYfMY _ �' Nra h QIl1F-N r91EYW1( unMc PAa T ra aRIrEP� xL a uN Al PAYMENT a 41QJTATM11 KA91MS 5 A .(D BY l T¢a1 ... CUT: lW CUBIC YARDS - BUILDING 200 CY; PARMG I20 CY; _ANMCA%NG SO CY (1 1/2' ACROSS STE) FLL: DW WIN YARDS - BUILDING 50 CY; PNWNG IN CY. !LANDSCAPING 70 CY (B/A' ACROSS 9TE) WORT: ID0 CUBIC YARDS EARTHN K CUMTITES ME APPRO)SWATE QUANTITIES AND ME FORNI9 ED FOR INFORMATION ONLY. ME ACTUAL AMOUNT OF EARTH MOM BULL VARY OFFENDING ON THE PROPERTIES CI` THE SOUS ENCOUNTERED. TIE CONTRACTOR'S METHOD OF OPERATION• ETC. BIDDERS ME RES MNILE FOR DOING THEIR OWN QUANTITY TAKEOFF, MAXIMUM GRADED CUTS AND FILLS SITE ELEMENT CUT FILL PARKING L5' 0.5' urvouMlrvc I.o• o.s• 1r� CURB TRANwnON DETAIL xTs LEGEND � F — - - — PROPERTY LINE <8 — - - — ADJACENT LOT LINE o m - - - - - - - - SAWCUT UNE ieo:Il VERTICAL CURB AND pITTER ? 5.8i . N' VERTICAL CURS } O BIOREIENTIIN BA9x W _ QM CONCRETE VALLEY GUTTER W ASPHALT CONCRETE (AC) II� C J OCONCRETE SOEWALK m5 CONCRETE DRIVEWAY j r ---') REMOW k REPLACE PAVEMENT w TO CENTER LINE OR ALTERNATIK L ---) PAVEMENT RMABIUTATON MEAWRES D ( O AS APPROVED BY THE TOWN ENGINEER w T/,.�-%l�lT'%p PUBUC AC - DEEPUFT Q OVERLAND DRAINAGE REUASE PATH Z PROPOSED GRADE O J 4J1 EXISTING GRADE J u U O STOW MAIN MANHOLE P¢� OVERFLOW MAIN Q Av. AREA GRAIN J 0 D. +6 JUNCTON BOX �. a0 BUBBLER BON w Q (7 m'u• STORM DRAIN CLEANWT ZJi o� ABBREVIATIONS JOo. = Bc . BACK TOP O CURB m c Zn � BCV - BACK CHEM VALVE N T. O BN . DASHED GRACE AT 807M OF WALL < J CIS - CATON BARN O K .Q (7 6 ( - CENTER LINE F % \ Q Z U EG - ERSPNG GRADE V moo Q Z (Ex). fx . "smG Lu FC - FACE O MR u) R - FIa91E0 BOOR O FG - DN191FD (RIDE O J cc R - ROW UNE ELEVATOR U GB - GRADE BREAK N Z r OF -GARAGE FLIXS NP - HIGH POINT �IN� W j ^ id U, LS - LANDSCAPE (N) NEVOF G OFO = OYFAttOW GRAN O E . PROPERTY LINE 0 P.AE - PUBUC ACCESS EASEMENT "ILE. - PUWc UTILITY EASEMENT 40 R RADIUS RK RW OF GRATE ELEVAnCN O ED = STORM DRNN P' MAD - STORM MAIN AREA DRAIN MJB - STORM MAN JJNCTON BOX 5 H = SANITARY SEVER MANHOLE t F P P t t 0 P SIP =SEE LANDSCAPE PLANS SSCO - SANITARY YKER CIFANWT SW = SIDEWALK [y TV, . T AL OF tt - RIP O WRB TW = TOP O WALL $ d e s a a @ GRAPNMC SCALE d d 6 1 ho.o9 Hum4w: 20 D 20 AO ^-4 SCALE: 1••=20' 4 - 11 ROBBgTs — m ' J _ m of J� �sl j 1 k _--_ SHANNON ROAD I I I I 1 1 I 1 I I 1 I I ) I I 1 I I I I I 1 1 I I I � J I I > I 1 1 :I SI 1 4 I 1 1 W C- AD oun ro E n mwrs LEGEND — - - — PROPERTY UNE 8 — - - — ADJACENT LOT LINE H V T E SAWLUL UNE Go�'In°u VERTICAL CURB AND CUTTER n'm i VTHDCAL CURB + EIORETENTON BASIN ® N 6 a W _.._-._-._.._ CONCRETE VALLEY CUTTER ® W STORM MAIN TINE (TREATED) y —s STORM MAIN UNE (UNTREATED) K w —s SANITARY SE'AER LOPE � DOMESTIC WATER UNE IT n FIRE WATER/SERWCE LINE ; —TOP— BBGATION WRIER UNE w Z E ELECTRICAL UNE w n MNT TRENCH UNE (DESCN BY OTHERS) a SINN DRAIN MANHOLE un� OYERROW GRAIN Z ♦D• AREA DRAIN .0 JUNCTION BOA G .„e BUBBLER BDA Yco. STORM DRAIN CLEANOUT Tvx� SANITARY SEWER MANHOLE ssm • SANITARY SEWER CLEANWr Q DOUBLE CHECK DETECTOR a' o ASSEMBLY REDUCED PRESSURE DETECTORASSEMBLY UE ' W� Z WATER METER J J a ANWATER VALVE > Is BACK ROW PREVENTER O Z MmrZ f° BLOW OTT VALVE to 0 J gIWG TIRE DEPARTMENT CONNECTION J O ' Q AM PROPOSED FIRE HYDRANT ` ` K �rr a M A EXISTING FlRE HYDRANT U a W z a Q J vErirt M.0 mis Ix slim a grpn5 VAMES Y. - .N�IILMA'. U N FW4 ROW UNE 8F9u N I I � YEf.AS (,W, PKID WSM RAQ . REEP 1046 AT .1,0, Ci SRNY"NE BUBBLER BOX DETAIL MNrtIENTIpI 9R_. IAI.TeeDID 9u®ILn W. 12• ..Al I AMMETER" Wi_4.1 TA>eWp WARLEA 0. AN, NRA W0`s aTTEA AC PMKWAY YENI1G 0IDR T 6' ID COYCCIWO WTI xv yTM WV ]65. T. WMT�f' S.WE RN AT ..BR_..1 SECTION B-B AR fiiAPftlt SCALE Cramq NumpT 20 D 20 AO C-6 SCALE: 1"=20' 5 v TABLE A PERMOUS ANT) IMPERMWS ANUACES COMPARISON TABLE mOEn wwZ IAACA (x/A I. x ; mC x/A MIN a]E (AaaS nw INT�. Ins} an APTAxors vm b15n'W f/J4NN van: AAA (MNAT TmT MI1A W' bM 6 arz YEA m Aaml (.w PRO O]pMN 6 (WAE aR NEA 01501�n Bx0 pMLmI PEW ROv YENJI 0.»I x»I 0 IAA PAA}0 ]a]II ;iJ "'N" 0 9lWRE AURAL PAM ET, I.M lm I.pO IT, ;,PIon (RAC) 0 0 0 0 mfra rwwn apPus u>n awA ].;lt PO"Ams vfMS INOY.V[ NFA 65» 1.YA 0 1Q1bR IA. 0 0 0 0A(A q.MR aMA9 IIPPDI mv. ETC) ° 0 ° mfY RAW.R wIEAU& a5» 1.M 0 MT. EASIM TO MR&AW a F%OMG 0 APVfID I NO, YHANWS SMa uua roiu PRfPo4➢ POPLAR Al PpMWS 9ffAQI l.M TABLES sNE coxERTprs $m r11C 4lY 540 IN. WAAEL MO 41V ou`¢ PAIN sAw UNIT, ro mMwuER maAAAATm WAs WT mwINTO3n lm-]Em nm0 MEVATAw mlE 0 Am`Ac PATH ROOT ws °AM a� MVYfM11Y SONEN, GIR491 ONIM . wl .1 OUSE t OL Imml. m 1K POLL) lUw YETALs NAIAgUs Ysh PawrAxl ww¢ xus 'Ov oPAPA,rI'MEA wPv mama IfAfw¢ -aNnler TnmxisvA: -wxrtxAxrs: -sIMA °AYx IA»LM` i@i 9mgmMXxlNli/AC aNfNYA a�MQ lEsl. AATa m U.mYAA 91E 0.4i11(A94ai -19YS YPWM5 9afALlS -aVsifR sIRUL1106 `f]01T. AAIEn -ORLi MMfii m .VfA$ -aspKC1ED WAIs0Y3/WELf RDS mMYP m \ttEiARD YEAS SHANNON ROAD TABLE C TREATMENT CONTROL MEASURE SUMMARY mAf1¢ wwua xG Pulwrs as.x TYPE a Ylaanrs alsA¢ AL mAlNUT AUIAm nullar w0,mm A.xPVPn rows BE (sa TT.1 (sn n.l IfAwrs aEfrrs I. fil I:aeO o-n c-am (sn n.l (m nl 9 AlrxT INA u I en] �1» I.N9Y.OE (bn101 ].n] ].bA m ° ]I] JIJ a0vminw Aq .11 Jwe V/¢YrK (o-nl°I 2m] 0 ta] lam0 NO Ml iO61M(IXM aA f (em) A-J 6151 ]p IApgA,t (6b°) aJV 0 I.nW A. 311 IIV apfipOp M ] (Ne) A e.m I,M I,Nor:IE (o-Or01 ama zxl IT, nws Jm ]» ea�i an AI (1w) .Ta I1.. ].mY J;IeF Y.»T ;31e• NASN• 9]NL 6 BA`.m Oi 6.. CI MA VMILY IMY MPltlf NYIYIgI AMIIIb WtlAWS 9]R Em '.aYlf-M� TLMNT Ifw9H5 x1'llafll N AF6 B 6 LIE CJ S1dMARP MIMB'YL •Ills AYws AgmE oaroA ARmvrs uus As PwaAs xmP (xnl Sn, AaNNr P.w al A'A Ngart (m 44 LEGEND — — — PROFDlTY DxE aOavExTILwRR _ v xi OI awx PAR, AF As mEafu w w.aSM AM01Lu mo1KAMxl J0a aYVAATax AOIACENT EDT uNE POUTA W APAIAVx c a M swRws c] xAlAenx. aE mCRCIpTMI xorz 2 eno., M IP N x aA4 x POEEIAE RNt 91 BE I m ]/V-ML11110][ P[f CALTRMIs ACOYOOAMMS 11A91FU AT9 giTC/1 CURB AND WATER Px¢ PRa AuaAv m mcwc meAl oplx v rov m IwEAa 'Yrll aLaF OF PIPE, A IERTCAL CURB ; FEIEO . M 94VL BC M 9 As.. 1/V fOEmA. ON M BCTIW AIM 4M K 6fi W. 1 IT S IEWeNApfp M T M aMEIEMAx YE.A Y SM mW IX TI¢ A6fA`Aa5 ARA¢ YEA m [ BIORETENT(w BARN M AC[Cl 9TE M YE'A OP .., A/4PNa15 9MAtE Y0.slEn Br M nb `WWI PA[1IP ... M IEamm sAfAtl YEA 0E M mo[Twnd YEw — J aS a4FR L-1 a C-; ftR m R M INN x TIM RP BOEIFNTON YEA VNl£v W TTER 0. M sYTSA BA9I Amd vAQS iT.a 0-7f fr IOC I =j POINT OF TREATMENT CG DRAINAGE AREA PUNT W' STORM WATER USCNARCE MOM TREATMENT IV >. WALL J NGNFS 6 RO.AT P®SINII I.)MAp pl M AMA2 (P M MMAMNT. m ARO.E M . TYPICAL SECTRXC BASIN . '-lE PERT: IW NMf1lNlE ST � � YI YAt apf SEp4 1V 6aM1 PSG a®a Ar CIRm mr e• w. kl MAA WOYYE 91YE t• Bo-Sm w sF S NLAM Rnh ] 1=E m LATE O TYPICAL SECTION: OVERFLOW DRAIN T i• Y BIOFETENTION BASH DETAL NO DUMPING! DRAINS TO CREEK srD ,AM uxPnON cOxTRAnm a.... sloRa AIL sTOIA aRAAI AaEIs 1 Aro uTw Ilwars Wm M NIP of AWM IA4q ro I>Evr a MTf IA FF'1\ M 11°P.VMi•S a1W00EBim ILfY M LI1® NO M UO 6 M CW IEYT. M rosftlW aI.A°I W. PAYFIIABLY OI MIFfT RE f T6 6 WL EEA9mE q.A2 M YESSAOE M M all�T p fMY1i 6 M NFf. STORM DRAIN LABELING DETAL Nm GRAARD SDALE 20 0 20 10 SCALE: 1"=20' Z J ZW J � �O` Into N W QO` LU a 2Oai 0 W- IPAII z W Ix C-6 U, ' INTERIM EROSION CONTROL MEASURES W AS UNUYE TO YOUR PROJECT.) NOTES, L IT IS THE 1E9p W OF THIS OMFx/(QIIRKigi ro INSURE THAT NO HAD OR 9LTMON IFANS TE RMECT 91E 2 INTERIM FM9d WIIAYI MEASURES. 9E CO AI NOW PLACE BY OCTOBER 1. } HL INIERM EREGON CMIXLL MEASURES MST BE WiTIRICV4Y "ANTNIfD THROUGHOUT TE 270HT 1 TO APPAL 15 RNNY ¢RAH A CNL HIE 4ECMN UK Ai (�) W-S2W BY SEPIOHIi 15 iQt IXPECTKN [P BN9d ONlR10EWOSS CNL N Hpl61N OOVA4S IxLLUS TfW1NC NMT MlHlt 5 IF fM9d ONTXE LtWEES NE NJ11H IVCE AS IEG1E0 d NJi NNMNIER Nt vu1K suu awx dm ETred CCWAR LE,LVEES A¢ HELEOfIl MEASURES: 1. VISTA L SILT FENCE. PROVIDE giNL AWW LOCATION ON PLANS AND µD ROTES AS REELED. 2. SEED EXPAND AREAS PER TEAM SCUMATdS. 4E DOOR. S NMNL ORAWA4L EEAAMfS ROLLERS CATCH Was. ENERGY g59PAlds, EEC PRDNCE EETNL SNOB LOCATds ON PLANS. AND ADD NOTES AS NEEDED. ♦ MDLLL CHECK DNS, SE MENT TRAPS AND RMNS, TEMPORARY SPAU S. S MI AM IETTXG %fA SEEMED µD MULCHED MCI 6. MNA BARE SCHS MM STRAW BLµKM SEEDING WCCIJICATd5 T SUED AND MI MLL BE APPLIED BY OCT 1 TO ALL msNm YWES µ0 TO NL CUM NM RI 4WEE MMIH d ADJACENT N PUBIC RIM1 CP-WY AS ERECTED BY TOWE CHAMBER L SUED µD FEARIIER MLL SE APPL6D NYORµUI ON BY HAND AT THE HATES SPECIFIED CUBA.. d YB % STRAW MLL BE MRIED BY BLOxET OR BY Has MO WdORED M PLAO BY PD"dINC BE MM J)T: NETTING.SO a NEEDED AREAS MLL BE REPABN, RESEEDED NO MILdED, F DAMAGED. APPRDIED BY DATE INTERIM EROSION ism, RAN NO R2xE :oo. CONTROL NOTES 255 i0M! ENdiffR Ild PWNOB/ACRE AMIMa �� AWN xD F.wl:< D6-zD-D : ux m.) saD $4Pv A.000 INTERIM EROSION CONTROL NOTES N AL PLAN MDNI W WAY 6' % A itTCN C L EX. ROAD VARIES SECTION "DscALi O r CRUSHED ROCK MM GEOIEXTM1E MAMAPAL UNDERNEATH. 0 nK MIMYVY HFHGM 9N1L B I➢IDT(e'NfD As NECESSARY TO dsuRE MANR&IS NOT IA., PIT) ME PMMIC MGHT-IF-WAY. KTER ATE Cd51RUCMp ENT IMMS NU SE ALLOMED W M APPROVAE OF TIE CITY d(EIEFA d A CASE BT CASE BASIS MERE PNryCµ 9R WNDITdS µ0 92E DICTA © AR M'.Y RAMP, CN 9TE ACAS ROAD l0' WOE MM SR TABLE IBOK id REDO ED LENGTH. ® INSTILL CRMXF SARWW PENS TO DIRECT TLETm ONTO OISIRVCIIW dWµCE ® INSTALL fY MN. PA. DI F A ROA➢90E DT]I 5 PARISI. NOTES: 1 BLAMED WIFR - Al SIRFACE WATER ROVING d dVER71) BIBAIID CONSTRICT. dMA HIS SM L BE PEED ACRI THE ENTRANCE IF PIPING IS IM%UCTCM. A M.NTABLE BA WM YI 4CNED MLL RE PERMITTED. 2 MMIIFNANCE - THE WRI 4fAll B: MAMTAMEO IN A OIgDON MACH M PREVENT 1p♦p��NL CR ROMI� CE $EBY NL pT(I WgIIC RdT-IY WPES V y,A DV P WIC TW MYSSWG AIM pP OR CIEANWI T� µY YFAa, l0 Ti Y AJ. SEEEM MMSPLUEDCY. WASHED OR TRAIXED ONTO PUBIC T-w-WAY MVSI BE J MDES ENAU. BE CLEANED N REMOVE BEMENT PRIM TO gINHCE ONTO PUBLIC MHT-STCN A.IIDWxxOl CRAMS AMAAm AND N APPRBXFpW�O( i TTF,M MACE, AN AREA SEABMIID WITH A FORMIC INEPECT. AND NEEDED MAINTENANCE 914E BE PRONMD MIER EACH R N. ♦PPRONO 6Y !ATE STABILIZED sT1. Pux 1 w. COENTRAN STRUCTION 2SO TOW dONEEN STABILIZED CONSTRUCTION ENTRANCE NT.S SMdMLE LONER FORK OTWUP POPE FAewc z' (TW) A 1 / I / 1 E (1YP) SWA!£ CH REFRY ggFRE FABRIC TO OIYFAi SHEET MM $TAP1F5, ROOt ROW BRCS, PATE SIMILAR YEIdT OENCE PEAmcPT APPROVED BY DATE TEMPORARY STOCKPILE COVER sB Pux JunE 1gTA 257 sT-n..ow roWTA ddXBA TEMPORARY STOCKPILE COVER xrspis 0� $ �1 & � ygSC - � w �a F W a 4 T NYN NOY .W C1 Fn O z WQ � Q ii J s' N � N€ i Ti N � I Ll APPR01£O BY OAIE STRAW ROLL ST1. PLW MO ,RRE zow 2S3 roW duwEER STRAW ROLL N.i.i 0. I J EROSION CONTROL NOTES 1. THIS SHEET IS INIFNDEO FOR EROSION CONTROL WLY. 2 IT IS THE CONTRACTOR'S RESPONSIBILITY TI IMPLEMENT ALL REWIflPIQl15 SET FORTH IN THE STALE WATER RESOURCES CONTROL BOARD (SWCB) ORDFA N0. RI-2009-0009-OWO. INDICES GENERAL PERMIT N0. CASOOW02. STORK WATER DISCHARGES ASSOCIATED M1M CONSTRUCTION AND LAND gSNRBANCE ALTNTES. SEPIEMBER 02, 1009. ALSO KNOWN AS THE CWSIRUCTON GENERAL PERMIT (CCP) AND THE PROJECT STORM WATER POLLUnON PREKNTd PLW! (SWPPP). }, IT IS THE CWIRACTNfS RESPWLBIUIT i0 RETAIN A WAUFlED STORM WATER P0.LUnW PREVENTION PLAN PRACTITIONER (OW) THAT MU. NWIT(xX THE 41E, IN ACCORDANCE WI1H THE CGP. M. SEE PIXLUTON PPENEfMTW -ITS PART OF THE PLAN SHEET 1N-8 FOR AODITONAL REWIREMENI5. 5. T115 PLAN MAY NOTE WVER ALL THE 4NATONS THAT ARISE WRING CWST6UCi1DN DUE TO UNANTCIPAIED NEID CONDITIONS IN GENERAL ME CWIRACTOR IS RESPblLBLf FOR KEEPING ANY SEDIMENT FRW LEANNG THE SITE. TIGER RCLLB. SAND BAGS AND AWITWAL SILT FENCES LINL BE USED BY THE CONTRACTOR 02X AN AS NEEDED BA95 TO INHIBIT SILT PAgA LEAVING THE SIZE AND ENTERING THE STORM ORNN SYSTEM. ALL CASTING. TEMPORARY OR PERNANENi CA" BALKS SHALL USE THE SEDIMENT BARRIERS SHOW ON THIS RNA. SRANNON ROAD - LEGEND STRAW RIXL PER OETNL 253. SHEET C-) TEMPORARY CONSTRUCTION FENCE ® STORY GRAIN INLET PROTECTW PER DETAIL 5E-10, SHEET C-B BTAMIUZEO CONSTRUCTION fNTRWCE/EOT PER DETAIL 250. SHEET C-) CONCRETE WASHOUT PER DETAIL 258, SHEET C-B GnAnac scALE 20 0 10 MO SCALE: 1"=20' C-7 GnAnac scALE 20 0 10 MO SCALE: 1"=20' C-7 OBKF ENGINEER! gaa qaS s m- s e EC�4"3 �<o 116 M Iz"f4€. pp 8 7 OR, NS _�2ygB`B ggc � _W0 11 E log! � �E6£�MsS° dS�<7K <CCZd EG�[`�F A 3 nY _ r yy pp fit f If I II C Nf II 2 n g lu CIO Az•RRrnm Rr YArz sza n.Yz 2WA SILT FENCE 251 Towx EYGIMEEIi SILT . FENCE em � ¢O'i wAxxn zr +/- R[�d o+ a.Y IPR 1 TAw c .vz"`"w.li wAONeslceA. BEO1 1. .1 1 .dGM ¢ MN z. xm Nn.cNAe w ...m .uAs SE-10 STORM DRAIN INLET PROTECTION — TYPE 1 KM 1005E z1RAw NZ,auEs n © SMAw IMUS U A 12 N4 RAS= LMINO RE115IH1( Rdla NX N iRAYE © MW IN CgwFRS PW1 2 NV WEN STARES OR RERAAKR BAIE (Tw) 12 Yll PLASTC nAnE As REW.REO uxRW Rana Yaoouz auEs f�0N0) &xgxC MRE fAA11E r--r—� ASPxAtT L.i __rl smnw w.lis(2) Ca(AE,E M.CJIT W CpiNERS N/.11K YA1EMµ M"M A- APPROVED BY YArz TEMPORARY CONCR�ACIL TM HOUT 510. nArs .U41 N:2W4 ZSF) TaAx Ex¢x¢R TEMPORARY CONCRETE WASHOUT FACILITY .,TX rvl¢ RA ss-m -2 MAX %Oal Naw AawNRA ntiow %px[x1 ¢rw[ SECRYLGA aE.awc ah-nNm rw Pit tthn N% r nnw rs AiwmAn.hol 0Q ¢ 50�011 IxY �— —� 9l1 Rx¢ MA %-m J x x x Wilsq O% w �N¢O .xO a.weeO .n w unm A¢.s z m.Nz e.sw m M.r Tal¢n .rtO. Yx. zA¢s .M¢sr ¢xcM ¢ MN rAN. 1nO Azm na s zNe e.v1 . z:1 AAro .m 1<wcm aarzo zO.uos SE-10 STORM DRAIN INLET PROTECTION — TYPE 2 ..TX .1 m¢ ¢ AAw T %N.wAT. 1-o. Mw - swoe.ws z-vAcz xiw 1-YAE Mil i°R:hxozO ry wwxT rzAN v% z O= TO naT znRn w.hA nM J. ILOw fM IAb[P WaXhxNK£ Mq iLuuA .. e.O .1 ¢ ¢NOwO MAX rOz.¢N1 O. . iz cwnzhO SE-10 STORM DRAIN INLET PROTECTION — TYPE 3 al z 0 U 0 Q C7 > U) 0 J F JO0 > mm J o' O � J0L Q r L Q U C En 0 G �0Jrh O N tU cy w r N f0 0 a U a O J $O 3 0 F 9111i 11 C-S Pollution Prevention a\ 0 �p0\ oq 9Jz It's Part of the Plan Make sure your crews and subs do the job right! Runoff from streets and other paved areas is a major source of pollution in San Francisco Bay. Construction activities can directly, affect the health of the Bay unless contractors and crews plan ahead to keep dirt, debris, and other construction waste away from storm drains and local creeks. Following these guidelines will ensureyour compliance with local ordinance reQuirements. Materials storage & spill cleanup Non -hazardous materials management ✓ Sand, dirt. and similar materials must he soared of least 10 feet from catch basins, and covered with a tarp during wet weather or when rain is forecast. ✓ Use (but don't overuse) reclaimed water for dust control as needed. ✓ Sweep streets and other paved areas dairy Do not wash down streets or work areas with water) ✓ Rerycle all asphalt, concrete, and aggregate base material from demolition activities. ✓ Check dumpamrrs regularly for leaks and to make sure they don't overflow. Repair or madam leaking dmnpsters promptly. Hazardous materials management ✓ label all hazardous materials and hazardous wastes (such as pesticides, paints. thinners, solvents, fuel oil, and antifreeze) in accordance with city. stale, and federal regulations ✓ Store hazardous materials and wastes in sermolmy...ainmmm and cover them during wet weather ✓ Follow manufacturers application instructions for hazardous materials and be careful not to use more than n smasary. Do not apply chemicals outdoors when run Is forecast Nithim N boors. ✓ Be sure to arrange for appropriate disposal ofall hazardous wastes. Spill prevention and control ✓ Keep a stockpile of spill cleanup materials (rags, absorbents, etc ) available at the construction site at all times. ✓ lVhen spills or leaks occur. commit, them immediately and be particularly care ful to prevent leaks and spills from reaching the gutter, street, or storm drain. Never wash spilled material into a goner, street storm drain. or creek) ✓ Report any hazardous materials spills immediately!Dial 911oryour local emer- genry respnse..her. Wlillilillilli s.z ..uww..naso.r.a ♦evs Nixi melte V HVI&R MISE Vehicle and eouipment Dewatering maintenance & cleaning operations ✓ Inspect vehicles and equipment for leaks frequently Use drip pans to catch leaks unfit repairs are ..on; repair leaks promptly. ✓ Fuel and maintain vehicles on site only in a berened area or over a drip pan that is big enough m prevent runoff. ✓ If you must clean vehicles or equipment on site, dean with water only in a berated area that will not allow rina,waler to run into gutters. street, storm drains, m creeks. ✓ Do not clean vehicles or Mt,ipment on site using soaps, solvents, degreasers, steam cleaning euipment, etc. Earthwork & contaminated soils ✓ Keep expvated soil on the site where it is least likely to collect in the street. Transfer to dump trucks should take place on the site, not in the street. ✓ Use hay trades, silt fences, or other control measures to minimize the flow of sill off the site. ✓ Avoid scheduling earth moving activifies during the rainy season if possible. If grading activities during wet weather are allowed in your permit, be sure to implement all control measures necessary to mvem erosion. ✓ Mature vegetation is the best form of erosion controls Minimize disturbance to existing vegetation whenever possible. ✓ B you disturb a slope during construction. prevent erosion by securing the it with erosion control fabric, or seed with fast growing grasses as soon as possible. Place hay bales down slope mail sail is seemre. ✓ if you su. p t mnmminadon (hom siw history, disxolomtnn, Mon texture, abandoned sec lmimmad tanks or pipes, er buried debris). WI your loeal fire department for help in determining what testing should be done. ✓ Manage disposal of contaminated soil according to Eire Department instructions. ✓ Reuse water for dust control. irrigation, or another msite purpose to the greatest extent possible. ✓ Be sure to call your clty's storm drain inspector before discharging water to a street, gutter. or storm drainfiltration or diversion through a basin, tank, or sediment trap may he required. ✓ In areas of known contamination, testing is rMuired prior to reuse or discharge of groundwater. Consult with the city inspector to determine what testing to do and to interpret results Contaminated groundwater must be heated or hauled off -site for proper disposal. Saw cutting ✓ Always completely cover or barricade storm drain inlets when saw cuffing. Use filter fabric, hay bales. sand bags, or fine gravel dams to keep slurry out of the storm drain system. ✓ Shovel, absorb, or vacuum saw.mt slurry and pick up all waste as soon as you are finished in one location or at the end of each work day (whichever is scom ✓ If saw c1cut slurry enters a catch basin. dean it up immediately. Paving/asphalt work ✓ Do not pave during wet weather or when ram is fort. ✓ AlwayscoversorndrainInletsandman - holes when paving or applying seal coat. --- l — lack coat slum, A. or fog seal. J ✓ Placedrippansorabsorbentmaterialon - der paving equipment when not in use. ✓ protect genets, ditches, and drainage courses with hay bales, sand bags, or earthen berms. ✓ Do not swcep or wash down excess sand from sand sealing into gutters, storm drains, or creeks. Collect sand and return it to the stockpile, or dispose of it as trash. ✓ Do not use water in wash down fresh asphalt concrete pavement. Storm drain polluters may be liable for fines of up to $10,000 per day! Concrete, grout, and mortar storage & waste disposal ✓ Be sure to store concrete, grout, and mortar under cover and away from drainage areas. These materials must never reach a storm drain. ✓ Wash out concrete equipment/trucks ofbsite or designate an on -he area for washing where water will flow onto dirt or into a temporary pit in a dirt area In the wafer seep into the soil and dispose of hardened concrete with hash. ✓ Divert water from washing exposed aggregate concrete to a dirt area where it will not run into a gatren street. or swan drain. ✓ If a suitable dirt area is not voilable, collect the wash water and remove it for appropriate disposal off site. Painting ✓ Never rinse paint brushes or materials In a an, or street' ✓ Paint out excess water based paint before rinsing brushes, rollers, or containers in a sink. If you can't on a sink direct wash water to a dirt area and spade it in. ✓ Paint out excess o&based pint before clear g brushes in thumer. ✓ Filter paint thinners and solvents for reuse whenever possible. Dispose of oil -based paint sludge and unusable thinner as hazardous waste. a no ac IL 0 > Z Zw0 In J F J0Wt- m m Q O JOZN� QP0 g MOM I W J a f/1 0 `" �Oa OJT VNw a� ~ Q NO O¢ h ffl m O 0 z 3 O w onr uYmirvccn� 4_ ,1- 4 f-. I I /. 4 i. I I c��..> 4 ----- I I o 4 -_ ---_ ®�le 4 ). �. 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VEHICULAR OVERHANG Ran j E OERTCAL CURB AND GUTTER + VERTCAL CURB � --- BlgiElENl10N BASIN w -...-...-...- CONCRETE VALLEY CUTTER ' Law ASPHALT CCNCRM (AC) we C CONCRETE SIDEWALK � m w z SOW CNiEFTI BIKE LANE � (f W ® DRIVENAT PER TCW OF LOS CADS SIDS. a y. /9a ADA CURB RAMP Z Y 0 HOSE REACH - 1W NAK J a l OL'1 V Iq� Q v W ZJr =m J0= co(aW 'o N Ifi Q0US Lu ` z M N R < 0 -j LL U N N UT 0 a cD 0 0 3 8 a a MINE 20 0 20 10 C-11 SCALE: 1"=20' I I I 0 TRENCHLESS OVEI E FLEX TUBIN IRRIGATION TREE PROTECTION FEf ^I G WITHIN 15' OF EXISTING TREES. NO TRENCHING BETWEEN NEW CURB AND PROPERTY FENCE ' RlFLfl1/8 __ p _ RCWA.I OIIERd13 V < I O �1 � EX MONUMEM SIGN TO BE . , E ATEDD HERE I 11.1 TREE PLANTING AND STAKING APN 523-06-011 I 31 1 } P ,; Lox I l L EX MONUMENT SIGN , - TO BE RELOCATED i mlw.P rRrA r i .� 0 .TER 70 ! L2.1 CHA C D I�1 B OXFOg GARp{O'N AZ 'a 8-M IS - SUiSUi II I I I I P —u LANDS OF PLISCHKE I DS E 1 �I APN 523-06-01riji APN 23-06-0 I6770 MAGNESON L16760 MAGNESON L00 "c u TREE PROTECTION FENCING REQUIRED IF I ROOT SYSTEMS EXTEND UNDER THE I EXI3TING BLOCK WALLEXC ETE BLOCK WALE TO REMAIN b[CdM I 5 I I I �Inu �0v 1 O u N 1--I LANDS OF cy APN 523-OE U 16750 MAGNESI i. i— PROPERTY LINE DESIGN QL1.2 XISTING CONCRETE PO BOX 485 CURB I BEN LOMOND, CA 95005 10 1 LANDS OF JO (g31)33(r3100 BLVD APN SHANNO- 16763 6HANNON FOCUS IACONCRETE CURB _ U 0 z�� u d �z Ws Q REVISED: 4/12/2019 DESIGN BY: RJD DRAWN BY: KH SCALE: 1"-10'-0" L1.1 ' lulu �11 1 APN 523-06-010 �— APN 523 06 0 �i 16212 LOS GATOS BLVD 16763 SHANNON I �7• - • , - MATCHLINE SEE SHEET L1.1 p051ND &1A°N` IT 371.18 i. 0 _ 11 5 FORMS * SURFAC 5 EX CONCRETE CURB 1 L2.1 CH CK 8E l 6 OXFOI DGARD N LI _ e •' aa ` 11 Nay E TED TORE [N /' RELOCATED HERE ♦� � L2.2 SEAT WALL 2 MORTAREDSTONE 1 L2.1 TREE PLANTING AND STAKING < EX TREE # 15 TO BE RELOCATED HERE y,1 m� z LL L2.2 CONCRETE PAVERS fl L2.1 STORMWATEft PLANTER i 1 PROMENADE LI _ 1 TREE PLANTING EX TREE Y 18 TO BE RELOCATED HERE I --I }. l HEREEXISTNG PRUNE ESO 7 TOTHAT BE TRUNMCATEO 1 HERE PRUNE 30 THAT TRUNKS ARE i • i EXPOSEDTHE CURHEIGHTPER OF N FEET ABOVE THE CURB PER TOWN CODE ' • (. SECTION 26.%W5. © B19JAEATMEM { 1-•+ TYP. ° o DESIGN DRASS Mtn �`xl ''" c a r PROPERTY LINE PO BOX 485 1D' TALL MAX.. - BEN LOMOND, CA 95M REPLACEE'MST)NG JREE WITH 24• (S71)336-3100 i - FOCUS AVOID ALL CUTS BELOW THE LOWEST f ELEVATION OF OLDER BASEROCK BAS C G� SECTION WITHIN ITOFTREE;HIIAND1016 G� — « O p I � e w A IB � REVISED: 4/12/2018 DESIGN BY: RJD DRAWN BY: KH SCALE: i"-"-10'-0" L1.2 ti N °�� nw Pt/aa� amu����Mmw.eoa. B -(: i .i mrwoorw m`a wLmnm� �r aAY �BWF01 zaKmrcrzw wmeuwmmanAm �®I aw.vnawreEwawrm. + Aa� t �M.VIIMD•61NIni.R f� rnv rer rl�m mwrva lRMWM I .� naves m. aoairrin'r`: rxr✓ wu �. ra I enn•uo®m +r.aum g e ,w.mrar4 see wren 1 eaanao�i etE���r�mz n o w�r�rtan arrt mz w.ua..o PeI ernm.z raa wa arao.: wluw.alww..•uLL. Prr ecc*w�nzr: aeo.[ a.cmay. CITY OF FREMONT STANDARD DETNLS CITY STANDARD ST AWOF�T R PG�lTER SECTIONS ~LADffiGAO Kra uzac Inn ; m++ +mm zn• STORMWATER PLANTER J TREE PLANTING WE 4 r E Q T PAYS TREE STAKING I LS-3 TREE STAKING NTS A 8 I �P • I I I I e I I • I r°o °` u•0•`r wa m•.1 man y m mP.a m.K aus w- on uz w nu u.n. maK.araixm nmwn wj0y K AW - •• c.pw¢ TREE PROTECTION LS'6 a. GGDYEL �mOCrGBO1 m11 CRY OP 9AMA CUM •"� 8x 0 TREE PROTECTION FENCING vo CAPITOL BIKE RACK FORMS + SURFACES :D MODELSKCAP NOTE: • TREE PROTECTION FENCING AS SPECIFIED BY ARBORIST REPORT • PRIOR TO DEMOLITION, INSTALL A TRUNK BUFFER WRAP TYPE III PROTECTION AROUND THE LOWERMOST &1D' OF MAINSTEMS OF TREES N. 9. 12. 16. AND 18 • PROTECTION SHALL BE AT THE FARTHEST POSSIBLE OFFSET DISTANCES FROM TREES 91, 2,8.9.12, 16. AND 18 • NO STORAGE, STAGING, WORK, OR OTHER ACTIVITIES WILL BE ALLOWED INSIDE THE RPZ EXCEPT WITH PA MONITORING • SIGNAGE AS SPECIFIED IN ARSORIST REPORT NTS NTS • Nt IRET EYR9r P4 y nwanawa. Y / rip @1p� �nwLr.nw.wna� .w .. rnn em•a �I f.ili IM ni r"u� as L,t r sK K'w •'�'`.L �'��iiw •°'".s e"a'n •a sn�a •ma.Kn.nm a � mw��awr �s�vum u� mu s µn•• wn w m __mwm �•va as•x mm•rm wn u.rum• uwz mrx rna raz ro m r.q, ru rn.eoL ry aEa®•. cgwu w TREE PLANTRIG LS-2 a c.a �mOCrGBEN=mt) CRY Gi SAMACUM ^n- M 3 TREE PLANTING NTS DESIGN PO BOX 495 BEN LOMOND, CA 95005 (831) 3363100 FOCUS p.0 f = w V E zAz � �m CHADWICK cerrs W � s• I ma' rS ' m a- ' 9XR1Nf 4SSEMBLY Lgfvfrtu4 Lwai pamgnun MMNme. r wN 0 010 � CIX61RUCiICN X/.fldVRflF �,. r�q 4igva -er• Rd. � �NOn°MLsa°rM 6Y•'q�v1'�'�""`•°`°"'m REVISED: 10/12/2018 DESIGN BY: RJD �CHADWICK BENCHBENCH DRAWN BY: KH SCALE: AS NOTED OXFORD GARDEN NTs L2.1 �6r FIAT STONE, Q y-10' O U Vi n.p DEPTH i0 V1 6'CMU BLOCK 1� a O p4 REBAR, VERTICAL 16'O.C., MIN RECESBED FINISHED MORTAR GRADE Q U) �Ti _' W i--1 r IIWILLOW C4 CREEK FULL„i N VENEER.6' MIN. DEPTH V r 1 ry �-- Y6' MORTAR STONE ON FOOTING i 1 CONCRETE PAVERS 2 SEAT WALL PROMENADE HIS MORTARED STONE SCALE 1"=1'-O" NTS Ln U�u °zW �Q a DESIGN PO BOX 495 BEN LOMOND, CA 95005 (831) 3363100 FOCUS �D W O ° w E z �_ 0 W� Q 0 REVISED: 10/16/2018 DESIGN BY: RJD DRAWN BY: KH SCALE: AS NOTED L2.2 l NUMENT (RE�L000 I3 GIN•wT0 BE THE LESS R-G FlE E�D�HERE 15.OF TING ES.N8E E NN RB ROPE APN 523-06-011 rUMENT SIGN ib ELOCATED .a • j. \ .I muex j IIAIICA � L NEI ON i I 1 rsaoFncus I LANDS OF PLISCHKE APN 523-06-014 I 6770 MAGNESON LOOP I 1 TREE PROTECTI FENCING REQUIRED IF ROOT SYSTEMS EXTEND UNDER THE I EXISTING BLOCK WALL e EXC ^'SLOCKIN TO REMAIN I II L- — — — — — — — 16760 MAGNESON ttroMA AP-0—Ot 16212 LOS GATOS BLVD Ll D B w N - 9L.'s — — — NATCHLINE SEE SHEET L3.2 — — — — — — — I I II '—lJ �� c P Ln U )0 pp Q VS O O O LANDS OF H .] I APN 523-Of C14 16750 MAGNESI .Na I p I � o I O0 u� �z W 5 Q w REMED: 4A212019 DESIGN BY: RJD DRAWN BY: KH SCALE:1"-10'-W L3.1 �5 a � s 11D >eFX.--JTER TO +S 1 �uown' IYN EX TREE M 19 TO BE RELOCATED HERE $� L EXISTING TREE 0I5 TO BE RELOCATED HERE. PRUNE SO THAT TRUNKS ME EXPOSED TO HEIGHT OFT} FEET ABOVE THE CURB PER TOWN - - L CODE SECTION 25.10M5. MATC \\ EXTREE•20TO BE dl RELOCATED HERE IOL IL LW bMIW DIVV \. DE11NG BWIpNG N E SEE SHEET L3.1 }1�a c I e G Im a Ord -a_. �.-,..1-�rr.�.,, r..w. rw, "w � rP -... Y ,� r�� "sCig� ��� � �i�j �B� - e:?r av2 f-3 . Ya r�� � w r� nr �' (!%' i�Y'v �o �� L �yJr ��� � Y'�� _ ��e 9� ed.€¢�.raMi� --=m' �•e i_�a�jri �®i h��ra�5 ._ ' ,;:'��1`l�i ;`STY � ��; �,�7•`„N � ��"r �".t' �'»► r���� \ EXISTING TREE WITH 247 •G-REPiACE F�k"cv: 3.'ayy": 8";N,,r"�sy';aM:a^.';ry :¢.;R... ra N,w,rex.^,� -ors. eeA FlNIIIII6 um9,m. vusw.rusr mwuew,uunewW�.enxa uvm2we•�Y �.�r.rmue — rf(vrtn 1 r une 16763 SHANNON ! I� rF�1 V z PLI DESIGN PO BOX BEN LOMOND, CA 95005 _. (831)336-3100 FOCUS IG H. 561 REVISED. 4712a019 DESIGN BY: RJD DRAWN BY: M SCALE: L3.2 1 ilYlUiE uGMR+G PolE N] MIO dCiCR T CO M0 1NE xsoE DE rol3 GROVID MFIDfO GRWNp WC • IIACNER L�EKE W CYRR • I. 11i •.•..11 i. 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