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2014-024 - Deny Appeal & Uphold PC Decision 16268 Los Gatos BlvdRESOLUTION 2014 -024 RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF LOS GATOS DENYING AN APPEAL OF A PLANNING COMMISSION DECISION AND UPHOLDING THE DECISION APPROVING A REQUEST TO CONSTRUCT A NEW OFFICE BUILDING ON PROPERTY ZONED C -1 APN: 532 -06 -060 CONDITIONAL USE PERMIT: U -13 -020 ARCHITECTURE AND SITE APPLICATION 5 -13 -050 PROPERTY LOCATION: 16268 LOS GATOS BOULEVARD PROPERTY OWNER: FOX CREEK FUND, LLC APPLICANT: GARY KOHLSAAT, ARCHITECT APPELLANT: MARSHALL SMITH WHEREAS, this matter came before the Town Council for public hearing on April 14, 2014, and was regularly noticed in conformance with State and Town law; and WHEREAS, Council received testimony and documentary evidence from the appellant, applicant, and all interested persons who wished to testify or submit documents. Council considered all testimony and materials submitted, including the record of the Planning Commission proceedings and the packet of material contained in the Planning Commission Report dated February 26, 2014, along with subsequent reports and materials prepared concerning this application; and WHEREAS, the applicant requested approval of a Conditional Use Permit and Architecture and Site application to construct a new office building. Surrounding properties on Los Gatos Boulevard are developed with a commercial building and single family residence (north), church and ancillary facilities (south and east) and single - family homes and offices (west); and WHEREAS, the Planning Commission considered the applications on February 26, 2014, and voted to approve the Conditional Use Permit and Architecture and Site applications, making required findings and subject to conditions of approval (Exhibit A) and development plans (Exhibit B); and WHEREAS, the appellant appealed the decision of the Planning Commission based on his belief that the Planning Commission erred in its decision because the Council should consider applicable standards and guidelines relative to the applications and the context of the neighborhood; and WHEREAS, the Council has determined that the Planning Commission did not err in its decision in that the proposed office building is appropriately located on the site with the increased front setback, is consistent with the Commercial Design Guidelines, and will enhance the Los Gatos Boulevard streetscape. NOW THEREFORE, BE IT RESOLVED, that the appeal of the decision of the Planning Commission on Conditional Use Permit application U -13 -020 and Architecture and Site application S -13 -050 is hereby denied and the approval stands. BE IT FURTHER RESOLVED, the decision constitutes a final administrative decision pursuant to Code of Civil Procedure section 1094.6 as adopted by section 1.10.085 of the Town Code of the Town of Los Gatos. Any application for judicial relief from this decision must be sought within the time limits and pursuant to the procedures established by Code of Civil Procedure section 1094.6, or such shorter time as required by State and Federal Law. PASSED AND ADOPTED at a regular meeting of the Town Council of the Town of Los Gatos, California, held on the 14th day of April 2014, by the following vote: COUNCIL MEMBERS: AYES: Marcia Jensen, Diane McNutt, Joe Pirzynski, Barbara Spector, Mayor Steven Leonardis NAYS: ABSENT: Ike 31►I111 MAYOR OF THE TOWN O L $ GATOS LOS GATOS, CALIFORNIA ATTEST: CLERK ADMINISTRATOR OF THE TOWN OF LOS GATOS LOS GATOS, CALIFORNIA TOWN COUNCIL —April 14, 2014 CONDITIONS OF APPROVAL 16268 Los Gatos Boulevard Conditional Use Permit Application U -13 -020 Requesting approval of a Conditional Use Permit for construction of a new commercial building on property zoned C -1. APN 532 -06 -060. PROPERTY OWNER: Fox Creek Fund, LLC APPLICANT: Gary Kohlsaat, Architect TO THE SATISFACTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT: Planning Division 1. APPROVAL. This application shall be completed in accordance with all of the conditions of approval listed below and in substantial compliance with the plans approved by the Town Council on April 14, 2014, and noted as received by the Town on January 31, 2014. Any changes or modifications to the approved plans shall be approved by the Community Development Director or the Planning Commission, depending on the scope of the changes. 2. EXPIRATION. The Architecture and Site approval will expire two years from the approval date pursuant to Section 29.20.320 of the Town Code, unless the approval is used prior to expiration. 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. USES. Allowed uses are administrative /professional office, retail and personal service. If medical office is proposed in the future, the CUP shall be amended. 5. WINDOWS. None of the windows visible from the street shall be blacked out. 6. DELIVERY HOURS. Deliveries shall occur between 9:00 a.m. and 7:00 p.m., Monday through Saturday. TO THE SATISFACTION OF THE DIRECTOR OF PARKS AND PUBLIC WORKS: 7. FUTURE STUDIES. Any post project traffic or parking counts or other studies imposed by Planning Commission or Town Council shall be funded by the applicant. N: -DEV CONDIW 2014'.LGB16268- CGP.doc This Page Intentionally Left Blank TOWN COUNCIL —April 14, 2014 CONDITIONS OF APPROVAL 16268 Los Gatos Boulevard Architecture and Site Application S -13 -050 Requesting approval of an Architecture and Site application for construction of a new commercial building on property zoned C -1. APN 532 -06 -060. PROPERTY OWNER: Fox Creek Fund, LLC APPLICANT: Gary Kohlsaat, Architect TO THE SATISFACTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT: Planning Division 1. APPROVAL. This application shall be completed in accordance with all of the conditions of approval listed below and in substantial compliance with the plans approved by the Town Council on April 14, 2014, and noted as received by the Town on January 31, 2014. Any changes or modifications to the approved plans shall be approved by the Community Development Director or the Planning Commission, depending on the scope of the changes. 2. EXPIRATION. The Architecture and Site approval will expire two years from the approval date pursuant to Section 29.20.320 of the Town Code, unless the approval is used prior to expiration. 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. RECYCLING. All wood, metal, glass, and aluminum materials generated from the demolished structure shall be deposited to a company which will recycle the materials. Receipts from the company(s) accepting these materials, noting type and weight of material, shall be submitted to the Town prior to the Towns demolition inspection. 5. ARCHITECTURE. The recommendations of the Consulting Architect shall be incorporated into the construction plans, including enhancement of the exterior stairs through addition of stone on the risers and addition of landscape elements such as potted plants at the exterior stairs. 6. EXTERIOR COLOR. Prior to painting the building or application or integral stucco the exterior color palette shall be reviewed and approved by staff on the project site, with input from the Consulting Architect as needed. 7. OUTDOOR LIGHTING. Building exterior and landscape lighting shall be kept to a minimum, and shall be down directed fixtures that will not reflect or encroach onto adjacent properties. PROPERTY LINE WALLS. A six foot masonry wall shall be installed on the rear property line and a solid six foot high wall with metal or wood panels in areas with existing tree shall be installed on the south side property line as shown on the approved plans. Conditions of Approval 16268 Los Gatos Boulevard/S -13 -050 Page 2 of 10 8. WATER EFFECIENCY LANDSCAPE ORDINANCE. The final landscape plan shall meet the Town of Los Gatos Water Conservation Ordinance or the State Water Efficient Landscape Ordinance, whichever is more restrictive. A review fee based on the current fee schedule adopted by the Town Council is required when working landscape and irrigation plans are submitted for review. 9. LANDSCAPE PLAN. The approved landscape plan shall be fully installed prior to final inspection. 10. TREE REMOVAL PERMIT. A Tree removal Permit shall be issued for trees to be removed, prior to issuance of a demolition permit. Replacement trees shall be planted based on the Canopy Replacement Table in the Tree Protection Ordinance, prior to final inspection. 11. TREE PRESERVATION. All recommendations of the Town's Consulting Arborist shall be followed throughout all phases of construction. Refer to the report prepared by Deborah Ellis dated June 7, 2013, and addendum dated June 25, 2013, for details. Tree protection specifications shall be printed on the construction plans. 12. TREE FENCING. Protective tree fencing shall be placed at the drip line of the existing trees in the vicinity of construction prior to issuance of a demolition permit and shall remain through all phases of construction. Fencing shall be six foot high cyclone attached to two -inch diameter steel posts drive 18 inches into the ground and spaced no further than 10 feet apart. 13. FINAL UTILITY LOCATIONS. The applicant shall submit a plan 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 plan shall be submitted for review and approval prior to issuance of building permits and any required screening shall be installed prior to final inspection. 14. STORY POLES. The story poles on the project site shall be removed within 30 days of approval of the Architecture & Site application. Building Division 15. PERMITS REQUIRED. A building permit is required for the new single family residence. Separate permits are required for electrical, mechanical and plumbing work as necessary. 16. 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. 17. SIZE OF PLANS. Four sets of construction plans, maximum size 24" x 36." 18. DEMOLITION REQUIREMENTS. Obtain a Building Department Demolition Application and a Bay Area Air Quality Management District Application from the Building Department Service Counter. Once the demolition form has been completed, all signatures obtained, and written verification from PG &E that all utilities have been disconnected, return the completed from to the Building Department Service Counter with the Air District's J# Certificate, PG &E verification, and three (3) sets of site plans that show all existing structures and all 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. Conditions of Approval 16268 Los Gatos Boulevard /S -13 -050 Page 3 of 10 19. SUITE NUMBERS. Submit requests for suite numbers to the Building Division prior to submitting for the Building Permit applications for the Tenant Improvement projects. 20. 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 (California Building Chapter 18). 21. FOUNDATION INSPECTIONS. A pad certificate prepared by a licensed civil engineer or land surveyor may be required to be submitted to the project building inspector at foundation inspection. This certificate shall certify compliance with the recommendations as specified in the soils report; and, the building pad elevation, on -site retaining wall locations and elevations are prepared according to approved plans. Horizontal and vertical controls shall be set and certified by a licensed surveyor or registered civil engineer for the following items: a. Building pad elevation b. Finish floor elevation C. Foundation corner locations d. Retaining Walls 22. TITLE 24 — COMMERCIAL. The building shall comply with the latest California Title 24 Accessibility Standards. 23. 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. 24. SPECIAL INSPECTIONS. When a special inspection is required by CBC Section 1701, 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, signed by all requested parties, and be blue -lined on the construction plans. Special Inspection forms are available from the Building Division Service Counter or at wwwdosgatosca.gov /building. 25. NONPOINT SOURCE POLLUTION STANDARDS. The Town standard Santa Clara Valley Nonpoint Source Pollution Control Program sheet (or 24x36 Clean Bay sheet) shall be part of the plan submittal as the second page. The specification sheet is available at the Building Division Counter for a fee of $2 or at San Jose Blue Print for a fee. 26. PLANS. The construction plans shall be prepared under the direct supervision of a licensed architect or engineer (Business and Professionals Code Section 5538). 27. APPROVALS REQUIRED. The project requires the following departments and agencies approval before issuing a building permit: a. Community Development - Planning Division: Suzanne Avila (408) 354 -6875 b. Engineering/Parks & Public Works Department: Trang Tu- Nguyen (408) 354 -5236 C. Santa Clara County Fire Department: (408) 378 -4010 d. West Valley Sanitation District: (408) 378 -2407 e. Local School District: The Town will forward the paperwork to the appropriate school district(s) for processing. A copy of the paid receipt is required prior to permit issuance. Conditions of Approval 16268 Los Gatos Boulevard/5 -13 -050 Page 4 of 10 28. ADVISORY COMMENTS. a. The minimum number of required plumbing fixtures shall be calculated using California Plumbing Code Table 4 -1, Office Buildings — for Employee use. b. The sidewalk to the main entrance must connect to the public sidewalk, not the driveway, have a slope of less than 5% (otherwise it is considered a ramp), and a cross slope that does not exceed 2 %. TO THE SATISFACTION OF THE DIRECTOR OF PARKS & PUBLIC WORKS: Engineering Division 29. GENERAL. All public improvements shall be made according to the latest adopted Town Standard Drawings and the Town Standard Specifications. All work shall conform to the applicable Town ordinances. The adjacent public right -of -way shall be kept clear of all job related dirt and debris at the end of the day. Dirt and debris shall not be washed into storm drainage facilities. The storing of goods and materials on the sidewalk and/or the street will not be allowed unless a special permit is issued. The developer's representative in charge shall be at the job site during all working hours. Failure to maintain the public right -of -way according to this condition may result in the Town performing the required maintenance at the developer's expense. 30. APPROVAL. This application shall be completed in accordance with all the conditions of approvals 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. 31. ENCROACHMENT PERMIT. All work in the public right -of -way will require a Construction Encroachment Permit. All work over $5,000 will require construction security. It is the responsibility of the applicant/developer to obtain any necessary encroachment permits from affected agencies and private parties, including but not limited to, Pacific Gas and Electric (PG &E), SBC, Comcast, Santa Clara Valley Water District, California Department of Transportation. Copies of any approvals or permits must be submitted to the Town Engineering Department prior to releasing of any permit. 32. PUBLIC WORKS INSPECTIONS. The developer or representative shall notify the Engineering Inspector at least 24 -hours before starting any work pertaining to on -site drainage facilities. Grading or paving, and all work in the public right -of -way. Failure to do so will result in rejection of work that went on without an inspection. 33. RESTORATION OF PUBLIC IMPROVEMENTS. The developer shall repair or replace all existing improvements not designated for removal that are damaged or removed because of 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. 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. Developer shall request a walk - through with the Engineering Construction Inspector before the start of construction to verify existing conditions. 34. SITE SUPERVISION. The general contractor shall provide qualified supervision on the job site at all times during construction. Conditions of Approval 16268 Los Gatos Boulevard /5 -13 -050 Page 5 of 10 35. PLAN CHECK FEES. Plan check fees shall be deposited with the Town prior to plan review at the Engineering Division of the Parks and Public Works Department. 36. INSPECTION FEES. Inspection fees shall be deposited with the Town prior to issuance of any Permit or recordation of the Final Map. 37. DESIGN CHANGES. Any proposed changes to the approved plans shall be subject to the approval of the Town prior to start of altered work. The applicant or project engineer shall notify the Town Engineer in writing at least 72 hours in advance of all the proposed changes. Any approved changes shall be incorporated into the final "as- built' plans. 38. PARKING. Any proposed parking restriction must be approved by The Town of Los Gatos Community Development Department. 39. 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. 40. GRADING PERMIT. Grading permit is required for all site grading and drainage work except for exemptions listed in Section 12.20.015 of the Town Grading Ordinance. The grading permit application (with grading plans) shall be made to the Engineering Division of the Parks & Public Works Department located at 41 Miles Avenue. The grading plans shall include final grading, drainage, retaining wall location, driveway, utilities and interim erosion control. Grading plans shall list earthwork quantities and a table of existing and proposed impervious areas. Unless specifically allowed by the Director of Parks and Public Works, the grading permit will be issued concurrently with the building permit. The grading permit is for work outside the building footprint(s). A separate building permit, issued by the Building Department on E. Main Street is needed for grading within the building footprint. 41. CONSTRUCTION EASEMENT. Prior to the issuance of any permit, it shall be the sole responsibility of the owner /applicant to obtain any and all proposed or required easements and/or permissions necessary to perform the improvements herein proposed. Proof of agreement/approval is required prior to issuance of any Permit. 42. DRAINAGE STUDY. Prior to the issuance of any grading permits, the following drainage studies shall be submitted to and approved by the Town Engineer: a. A drainage study of the project including diversions, off -site areas that drain onto and/or through the project, and justification of any diversions. b. A drainage study evidencing that proposed drainage patterns will not overload existing storm drains. C. Detailed drainage studies indicating how the project grading, in conjunction with the drainage conveyance systems including applicable swales, channels, street flows, catch basins, storm drains, and flood water retarding, will allow building pads to be safe from inundation from rainfall runoff which may be expected from all storms up to and including the theoretical 100 -year flood. 43. TREE REMOVAL. Copies of all necessary tree removal permits shall be provided prior to issuance of a grading permit. 44. SURVEYING CONTROLS. Horizontal and vertical controls shall be set and certified by a licensed surveyor or registered civil engineer qualified to practice land surveying, for the following items: a. Retaining wall - -top of wall elevations and locations b. Toe and top of cut and fill slopes Conditions of Approval 16268 Los Gatos Boulevard/S -13 -050 Page 6 of 10 45. PAD CERTIFICATION. A letter from a licensed land surveyor shall be provided stating that the building foundation was constructed in accordance with the approved plans shall be provided subsequent to foundation construction and prior to construction on the structure. The pad certification shall address both vertical and horizontal foundation placement. 46. PRECONSTRUCTION MEETING. Prior to issuance of any permit or 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 and days, coordination with local schools and neighboring property owners, 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 prior to commencing work and that a copy of the project conditions of approval will be posted on site at all times during construction. 47. RETAINING WALLS. A building permit, issued by the Building Department at 110 E. Main Street, may be required for site retaining walls. Walls are not reviewed or approved by the Engineering Division of Parks and Public Works during the grading permit plan review process. 48. DEDICATIONS. The following shall be dedicated by separate instrument. The dedication shall be recorded before any permits are issues: a. Sidewalk Easement. Approximately seven (7) feet wide, as shown on the plans. 49. 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. 50. SOILS ENGINEER CONSTRUCTION OBSERVATION. During construction, all excavations and grading shall be inspected by the applicant's soils engineer prior to placement of concrete and /or backfill so they can verify that the actual conditions are as anticipated in the design -level geotechnical report, and recommend appropriate changes in the recommendations contained in the report, if necessary. The results of the construction observation and testing should be documented in an "as- built" letter /report prepared by the applicants' soils engineer and submitted to the Town before final release of any occupancy permit is granted. 51. SOIL RECOMMENDATIONS. The project shall incorporate the geotechnical /geological recommendations contained in the project specific soils report and any subsequently required report or addendum. Subsequent reports or addendum are subject to peer review by the Town's consultant and costs shall be borne by the applicant. 52. WATER DESIGN. Water plans prepared by SJWC must be reviewed and approved prior to issuance of any permit. 53. FRONTAGE IMPROVEMENTS. Applicant shall be required to improve the project's public frontage to current Town Standards. These improvements include but not limited to curb, gutter, sidewalk, driveway approaches, curb ramps, traffic signal, street lighting (upgrade and /or repaint) etc. Conditions of Approval 16268 Los Gatos Boulevard/S -13 -050 Page 7 of 10 54. SIDEWALK REPAIR. The developer shall repair and replace to existing Town standards any sidewalk damaged now or during construction of this project. Sidewalk repair shall match existing color, texture and design, and shall be constructed per Town Standard Details. The limits of sidewalk repair will be determined by the Engineering Construction Inspector during the construction phase of the project. 55. CURB AND GUTTER. The developer shall repair and replace to existing Town standards any curb and gutter damaged now or during construction of this project. New curb and gutter shall be constructed per Town Standard Details. The limits of curb and gutter repair will be determined by the Engineering Construction Inspector during the construction phase of the project. 56. DRIVEWAY APPROACH. The developer shall install one (1) Town standard commercial driveway approach. The new driveway approach shall be constructed per Town Standard Details. 57. AS -BUILT PLANS. An AutoCAD disk of the approved "as- built" plans shall be provided to the Town prior to issuance of a Certificate of Occupancy. The AutoCAD file shall include only the following information and shall conform to the layer naming convention: (a) Building Outline, Layer: BLDG - OUTLINE; (b) Driveway, Layer: DRIVEWAY; (c) Retaining Wall, Layer: RETAINING WALL; (d) Swimming Pool, Layer: SWIMMING -POOL; (e) Tennis Court, Layer: TENNIS- COURT; (f) Property Line, Layer: PROPERTY -LINE; (g) Contours, Layer: NEWCONTOUR. All as -built digital files must be on the same coordinate basis as the Town's survey control network and shall be submitted in AutoCAD version 2000 or higher. 58. CONSTRUCTION TRAFFIC. All construction traffic and related vehicular routes shall be submitted for review and approval by the Town Engineer prior to issuance of permit. 59. TRAFFIC IMPACT MITIGATION FEE. The developer shall pay a fee proportional to the project's share of transportation improvement needed to serve cumulative development within the Town of Los Gatos. The fee amount will be based upon the Town Council resolution in effect at the time the building permit application is made. The fee shall be paid before the building permit is issued. The traffic impact mitigation fee for this project, using the current fee schedule and the preliminary plans is $9,060. The final fee shall be calculated from the final plans using the rate schedule in effect at the time of the building permit application, using a trip generation rate based on office use. 60. CONSTRUCTION STREET PARKING. No vehicle having a manufacture's rated gross vehicle weight exceeding ten thousand (10,000) pounds shall be allowed to park on the portion of a street which abuts property in a residential zone without prior to approval from the Town Engineer. 61. 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.). Prior to the issuance of a building permit, the developer shall work with the Town Building and Engineering Inspectors to devise a traffic control plan to ensure safe and efficient traffic flow under periods when soil is hauled on or off the project site. This may include, but is not limited to provisions for the developer /owner to place construction notification signs noting the dates and time of construction and hauling activities, or providing additional traffic control. Coordination with other significant projects in the area may also be required. Cover all trucks hauling soil, sand, and other loose debris or require all trucks to maintain at least two feet of freeboard. Conditions of Approval 16268 Los Gatos Boulevard/5 -13 -050 Page 8 of 10 62. TRAFFIC CONTROL PLAN. The project sponsor will be required to work with the Engineering Division of the Parks and Public Works Department to develop a traffic control plan for incorporation into the construction bid documents (specifications), and this plan will 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 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. 63. 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., weekeads Saturdays 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. If the device is located within a structure on the property, the measurement shall be made at distances as close to twenty -five (25) feet from the device as possible. The noise level at any point outside of the property plane shall not exceed eighty -five (85) dBA. 64. CONSTRUCTION MANAGEMENT PLAN.. The Applicant shall submit a construction management plan that shall incorporate at a minimum the Earth Movement Plan, Traffic Control Plan, Project Schedule, site security fencing, employee parking, construction staging area, construction trailer, and proposed outhouse locations. Advance notice shall be provided to neighboring property owners and schools of heavy construction activities and heavy construction shall not start before 8:30 am on days when schools are in session. No construction is allowed on Sundays. 65. SHARED PRIVATE ACCESS. The private access easement shall be kept open and in a safe, drive -able condition throughout construction. If temporary closure is needed, then formal written notice shall be provided at least one week in advance of closure. 66. SANITARY SEWER LATERAL. Sanitary sewer laterals shall be televised by West Valley Sanitation District and approved by the Town of Los Gatos before they are used or reused. A sanitary sewer clean-out shall be installed at the property line. 67. SANITARY SEWER BACKWATER VALVE. Drainage piping serving fixtures which have flood level rims less than twelve (12) inches (304.8 mm) above the elevation of the next upstream manhole and /or flushing inlet cover at the public or private sewer system serving such drainage piping shall be protected from backflow of sewage by installing an approved type backwater valve. Fixtures above such elevation shall not discharge through the backwater valve, unless first approved by the Administrative (Sec. 6.50.025). The Town shall not incur any liability or responsibility for damage resulting from a sewer overflow where the property owner or other person has failed to install a backwater valve, as defined section 103(e) of the Uniform Plumbing Code adopted by section 6.50.010 of the Town Code and maintain such device in a functional operating condition. Evidence of West Valley Sanitation District's decision on whether a backwater device is needed shall be provided prior to issuance of a building permit. Conditions of Approval 16268 Los Gatos Boulevard /S -13 -050 Page 9 of 10 68. BEST MANAGEMENT PRACTICES (BMP's). The applicant is responsible for ensuring that all contractors are aware of storm water quality measures and that such measures are implemented. Best Management Practices (BMPs) shall be placed and maintained for all areas that have been graded or disturbed and for all material, equipment and/or operations that need protection. Temporary removal of BMPs during construction activities shall be placed at the end of each working day. Failure to comply with the construction BMP's will result in the issuance of correction notices, citations, or stop work orders. 69. SITE DESIGN MEASURES. All projects must incorporate the following measures to the maximum extent practicable: a. Protect sensitive areas and minimize changes to the natural topography. b. Minimize impervious surface areas. C. Direct roof downspouts to vegetated areas where feasible. d. Use permeable pavement surfaces where feasible. e. Use landscaping to treat stormwater. 70. SOURCE CONTROL MEASURES. The project must incorporate the following measures: a. Beneficial landscaping (drought tolerant and /or native plants) in order to minimize over - irrigation and the use of pesticides on the landscaping. b. Stone drain inlet labeling. 71. DUST CONTROL. Blowing dust shall be reduced by riming construction activities so that paving and building construction begin as soon as possible after completion of grading, and by landscaping disturbed soils as soon as possible. Further, water trucks shall be present and in use at the construction site. All portions of the site subject to blowing dust shall be watered as often as deemed necessary by the Town, or a minimum of three times daily, or apply (non- toxic) soil stabilizers on all unpaved access roads, parking areas, and staging areas at construction sites in order to insure proper control of blowing dust for the duration of the project. Watering on public streets shall not occur. Streets will be cleaned by street sweepers or by hand as often as deemed necessary by the Town Engineer, or at least once a day. Watering associated with on -site construction activity shall take place between the hours of 8 a.m. and 5 p.m. and shall include at least one late- aftemoon 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 25 MPH. All trucks hauling soil, sand, or other loose debris shall be covered. 72. CONSTRUCTION ACTIVITIES. All construction shall conform to the latest requirements of the CASQA Stormwater Best Management Practices Handbooks for Construction Activities and New Development and Redevelopment, the ABAG Manual of Standards for Erosion & Sediment Control Measures, 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. 73. SILT AND MUD IN PUBLIC RIGHT -OF -WAY. It is the responsibility of contractor and home owner 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. Conditions of Approval 16268 Los Gatos Boulevard/S -13 -050 Page 10 of 10 74. GOOD HOUSEKEEPING. Good housekeeping practices shall be observed at all times during the course of construction. Superintendence of construction shall be diligently performed by a person or persons authorized to do so at all times during working hours. The storing of goods and/or materials on the sidewalk and /or the street will not be allowed unless a special permit is issued by the Engineering Division. The adjacent public right -of -way shall be kept clear of all job related dirt and debris at the end of the day. Dirt and debris shall not be washed into storm drainage facilities. The storing of goods and materials on the sidewalk and /or the street will not be allowed unless a special permit is issued. The developer's representative in charge shall be at the job site during all working hours. Failure to maintain the public right -of -way according to this condition may result in the Town performing the required maintenance at the developer's expense. 75. SITE DRAINAGE. Rainwater leaders shall be discharged to splash blocks. No through curb drains will be allowed. Any storm drain inlets (public or private) directly connected to public storm system shall be stenciled/signed with appropriate "NO DUMPING - Flows to Bay" NPDES required language. On -site drainage systems for all projects shall include one of the alternatives included in section C.3.i of the Municipal Regional NPDES Permit. These include storm water reuse via cisterns or rain barrels, directing runoff from impervious surfaces to vegetated areas and use of permeable surfaces. If dry wells are to be used they shall be placed 10' minimum from adjacent property line and/or right of way. 76. PERMIT ISSUANCE. Permits for each phase; reclamation, landscape, and grading, shall be issued simultaneously. 77. COVERED TRUCKS. All trucks transporting materials to and from the site shall be covered. TO THE SATISFACTION OF THE SANTA CLARA COUNTY FIRE DEPARTMENT: 78. AUTOMATIC FIRE SPRINKLER SYSTEM REQUIRED. An approved automatic fire sprinkler system is required for the building, hydraulically designed per National Fire Protection Association (NFPA) Standard #13D. A State of California (C -16) Fire Protection contractor shall submit plans, calculations, a completed permit application and appropriate fees to the Fire Department for approval, prior to beginning their work. 79. POTABLE WATER SUPPLIES. Potable water supplies shall be protected from contamination caused by fire protection water supplies. The applicant shall contact the providing water purveyor and shall comply with all requirements of that purveyor. The fire sprinkler system shall be designed in compliance with water purveyor requirements; final approval of the system will not be granted by the Fire Department until written confirmation is received from the water purveyor. 80. CONSTRUCTION FIRE SAFETY. The construction site shall comply with applicable provisions of the California Fire Code, Chapter 14 and Fire Department Standard Detail and Specification SI -7. 81. PREMISE IDENTIFICATION. Approved addresses shall be placed on the new building that is clearly visible and legible from Los Gatos Blvd. Numbers shall be a minimum of four inches high and shall contrast with their background. N: \DEV\CON DITNS\2014 \LGB 16268- A &S.doc VICMTY MAP CAL PROJECT DATA 16365 LOS 6AT06 BLVD LOS 6ATCS CA 96093 Fox CREEK "P. LLC 13666 LL9 &ATCS BLVD WMIM 104-183 &ATM, CA 511500C A"-: 533460W ZONN, 6-1 cccwmoY 5 .5TRICT. TYPE M) ( N): I-A 6RCARMA: 1.'699 SP TOTAL SPACES ...........................R..Z..A. : . ...............................F.A..C..I...................C..E A� � A �� 5M X 39B 5P�A... sp IMSTN6 F`CG4 I'M sp 1,396 w SE C FLCG2 6F TC,"�AM4A t= (�.— 5P1 1.499 (10.6% 5F) .... �L ............ &AFA sr SP) 1'� sr (515. 5F) ............ . . ..... IMP_J[VIOUS AREAS: PROPOSED Eg5TM6 p,mw FLOORA,mA 1.91391 Ij sp PARKING A NNDER PODIUM) 4.963 'F 0 m DRfJBNAY ANO FATES TtT, AFaA 0-4. 9F SF w. PROJECT DIRECTORY ARCMIT!CT �&N� ��Cw �L&k4T . �'A% HANNA 15=, CIVIL ZNOFE 51 NiN TY AVS. Wn L im, MIL PEESMY STREET LOS &AT03 CA, 9 w llLROY CA 95030 TS-: (40B) 3953366 TEL: (405) 6424113 FAX (40a) LANOSGAPE ARCHITECT WILB ENGINEER: DAVID FOX REI^UOD 6EOTILH1NCAL W W�l� AVENUE EN6NEERM6, INC. WIT! 8142 1430 IkAILROAp STREET IAA Mrr CA ll�. CA TEL: TEL: (40W 5456009 SCOPE OF WORK A NEW 6.945 SF OFFICE BUILDING AND GROUND FLOCK. OPEN PARKING GARAGE. SHEETINDEX A-1 COVER, SHEET A-2 SITE PLAN RECEIVED Cl CIVIL COYER SHEET C2 BLUEPRINT FOR A ClrAN BAY C5 STANDARD SPv-DNa NOM 1 C.4 DEMOLITION PLAN JAN 3 1 2014 C! 5 PRELIMINARY &KAOINC. I DRAINAGE PLAN ab STORM IFIATEF��M AL = Cl EROSION ,,N )RbMS GATOS LIO PeRimeTeR FENCE LPtQWNING DIVISION L1.1 FENCE DETAILS 4 ELEVAI�7 L2.0 IRRIGATION PLAN L5.0 PLANTINC, PLAN -oeo -5.1 FIRST 4 SECOND 4 BCONM F IRKIaAT[C'N OOR P 0 =A A-S 020 L A-4 ELEVATIONS A-S ROOF PLAN 4 CROSS 5ECTIONS A-& STREETSCAFES A-1 SHADOW STUDIES EXHIBIT B REVISIONS E E/06/15 06/'5 /� 10/0�15 11121/15 z is U qo 0 C) q !! I Nn WE, 5/15/15 CALF: AS &HCM DB NO, SHEET A-1 OF ® VICINITY MAP NO KA E ABBREVIATIONS AC ASPHALT CONCRETE R RARJHE SIG a AGGREGATE BASS G GAS UNE SW a AREA GRAIN N GAS NEU T BC BEQNNWG OF CORE W WADE BREAK TEA MCC BUIIIMNC CITY GUY ME FOR PO1 TC BCC BACN OF EXURB GV GATE VALVE TOE) BO BLOW CF HP NON PONT TOE BM BARBMSE FENCE INV INVERT M PIPE TIP CAN CABLE TG.EN90.4 P IRA PIE W CIS CATCH MR JP JONT POE MU Q WPBNUJ a AMT TRENCH NY a COVIRNIE V URN PONT a CM CORRUGATED META PIPE MAX UMMUM NATO VALVE N CFAN OUT MN WTNUM wmcu arm CORC CENCI NU.C. NOT IN CMMACT BASIS OF BEARINGS C 0"X "C" CAN OTfld1EAD UnUTY THEM PLANS ARE BASED N 11E TOOND M %RVEY RECORDED IN NDVNBER 01. 1966 GI DUCTILE FN PIE PS PAL Box TIRE T3 BE REMO" NONDNFNT Of! ORMNAY R FFNEATY UK A.I( `V E ETECTNC UK R&E. POBUC SEANCE EASEMENT EC ENI T CURIE R&OE. PRIVATE STOMA MAIN EASOUT EG MANG 'ACE PN PONT OF HRTCAL INTER2CMR EUN ELEVATOR RCP EIW'NCED CC*UETE PIPE 3 M PVOR OF PAVEMENT R/W MINT OF WAY o ER Do CR ET URN M STORM ORAN PORE EASTMG SS SANITARY SEND? PIPE IF EINISH RQ'R SIR SIWN MAN MARKLE FG RNI54 WPDE SSMH SANITARY SEMR MANHOLE M RRE HWRWT SP SERVICE POLE U Z STANDARD SEEMLY TELEMCNE UNE TEMPORARY UYNNNARK TOP OF COE TOP OF BARN TEL GF BANK 11RCA WADER NE WATER NEIFR WATER VAEYE Preliminary Grading &Drainage Plans for 16268 Los Gatos Boulevard in the Town of Los Gatos Santa Clara County, California , I- apn 532 -fl &0 9N71 1 apri 532 -06 -068 / mgia "�;' \ \ C'HANG �p P 53 f�o' isturb rea o x `it . apri 532-06-075 - __CALVARY BAPTIST CHURCH apn 532 -06 -063 �1 CAL VARY BAPTIST CHURCH OVERALL SITE PLAN NOTE MILK THE M W HANNA k CORNETT! PES NOT PRANCE CONSTRUCTION STAR, SAID FIRM ML A591HE NO .GESPN9EIIIY MIATBEYFR FW IMPROV➢FIIS CONSTRUCTED TEIERMM. NOTE TO CONTRACTOR CONTRACTOR ACKES MAT HE SHALL AMORE SCE AND CNPIEIE PESDCN90ILU1Y PW JOB SITE CON.VTNS CURING ME COURSE O CONSTRUCTION OR MIS PROEa. INCLUDING SAFETY OF ILL PERSONS AND PRWERIY: MAT THIS REWIISNENT SHALL APPLY CNTNUCUaY .0 NOT K UWTED TO NORMAL NORKMN HWRS AND MAT ME CONTRACTOR SHAL DEFEND, INCEVNIFY AND RED ME oMFA AND ME waREFR xlAMlfss FROM Axr AND Al WElum, REK M AI£(iD, N CONECTCN WM ME PEFFObaNCE GE WORK N MIS PROJECT. EOCEPTNG FOR UABIUTY AM9NG ERN THE SCE NEAICENCE OR ME OMHER OR ENOROM DAYS W LEGEND o pPOF[SSE 4RE' T x %AAy fi j CAVIL P* �L EXISTING PROPOSED I5 66 � CATES Ew. RUDE I W -IA COITNR MAN V — WATER MAN �>_ N..s.1 ✓r+Waas(.+)STWNDRAN � tea- Rwu) ✓!w) a' a Nwa.1SANITARY SEVEN a m n CIVIL ENGINEER TOP Ci NRB RUINATION .. ME INVERT BEVATN i cz PCQILWD CONCRETE BEVATEN 76A STh£T HEMLINE ELEVATOR X65: s u Y, CA gIMY QL.90Y, CA 959P ASPHALT CONCRETE L1NAPN s BENCHMARK TN a CRATE ELEVATOR (tj - n TOP OF WAIL REVATCH ..+... s� BOTIN OF MAIL ELEVATN --G -N EIECTRNFR O AUG. 019LTN O 6RE DROP NIET O O MANHCCE o OT:•= CURB INLET 4 BRAM " IN JONUMO T ME11 STILTED T.CkVI' WATT NEAR a v ERE HYDRANT ® 9 NATO VALVE 9DEWNU( (O o wmcu arm ORB k W TR BASIS OF BEARINGS JOxi MpIW i® KTARDNG AA THEM PLANS ARE BASED N 11E TOOND M %RVEY RECORDED IN NDVNBER 01. 1966 -0 SERER IATFRAL Jg( TIRE T3 BE REMO" NONDNFNT O r ROW PIP -RAT STANDARD SEEMLY TELEMCNE UNE TEMPORARY UYNNNARK TOP OF COE TOP OF BARN TEL GF BANK 11RCA WADER NE WATER NEIFR WATER VAEYE Preliminary Grading &Drainage Plans for 16268 Los Gatos Boulevard in the Town of Los Gatos Santa Clara County, California , I- apn 532 -fl &0 9N71 1 apri 532 -06 -068 / mgia "�;' \ \ C'HANG �p P 53 f�o' isturb rea o x `it . apri 532-06-075 - __CALVARY BAPTIST CHURCH apn 532 -06 -063 �1 CAL VARY BAPTIST CHURCH OVERALL SITE PLAN NOTE MILK THE M W HANNA k CORNETT! PES NOT PRANCE CONSTRUCTION STAR, SAID FIRM ML A591HE NO .GESPN9EIIIY MIATBEYFR FW IMPROV➢FIIS CONSTRUCTED TEIERMM. NOTE TO CONTRACTOR CONTRACTOR ACKES MAT HE SHALL AMORE SCE AND CNPIEIE PESDCN90ILU1Y PW JOB SITE CON.VTNS CURING ME COURSE O CONSTRUCTION OR MIS PROEa. INCLUDING SAFETY OF ILL PERSONS AND PRWERIY: MAT THIS REWIISNENT SHALL APPLY CNTNUCUaY .0 NOT K UWTED TO NORMAL NORKMN HWRS AND MAT ME CONTRACTOR SHAL DEFEND, INCEVNIFY AND RED ME oMFA AND ME waREFR xlAMlfss FROM Axr AND Al WElum, REK M AI£(iD, N CONECTCN WM ME PEFFObaNCE GE WORK N MIS PROJECT. EOCEPTNG FOR UABIUTY AM9NG ERN THE SCE NEAICENCE OR ME OMHER OR ENOROM DAYS W OWNER DAZE: 14 HANNA k BRUNETII ARNOLD R. BRUNETTI RCS 171M EYWRES 6 -30-15 o pPOF[SSE 4RE' T x %AAy fi j CAVIL P* �L V/ c: /B� `v > e 2 I O¢ 00 < I5 66 � CATES Ew. RUDE I W -IA LOS GANG CA 950M �>_ a m n CIVIL ENGINEER � q a i cz �o 76A STh£T o X65: s u Y, CA gIMY QL.90Y, CA 959P s BENCHMARK (tj - n ENAU ENONE6RINCCWANNPEILIHETT.CN THERE IUMS ARE BASED N ME TOVWN OF LOS G.ATOS SEMOIMARN. E L. On B ID: L4 F O ATOR( REVAIIN: 421.04 iEkT 6RE Q OESQVIPIIaI: ///��E ��` OT:•= 4 BRAM " IN JONUMO T ME11 STILTED T.CkVI' EO LOCA110N: � NTERSECION OF LNA KTA AIfMIE AND CROSS WAY (O o BASIS OF BEARINGS THEM PLANS ARE BASED N 11E TOOND M %RVEY RECORDED IN NDVNBER 01. 1966 -0 N BOGx 316 OR MIS, PACE 12 T E CENTER OWE CF LOS GATOS BOUIEVAB7 AS SHOWN O r AS NOWN 20'AOOF EAST. A.I( `V ,. �e FLOODZONE STATEMENT CNNUUTY PALa NUMBER D608s 11TM 3 NM REVISION.. MAY I6 300B o a PRC.ECT 4 LOCATED IN ZONE X ZONE x AREAS IY BSS ANNUAL CHANCE FTFW; AREAS a u ANNUAL NANCE TO MM AVEM4E Di OF UM MAN I FOOT OR MM DRAINAGE ARM NESS MW I SNARE U Z NNE AN) AREAS PROTECTED BY UEVEES FRN 1% ALNUA CHANCE ROOD. r9 OWNER RUXBM E)WM I5 66 � CATES Ew. RUDE I W -IA LOS GANG CA 950M TELEPHONE 6501M-156B yy yy c CIVIL ENGINEER q a i NWNA k BOBBY 76A STh£T o X65: s u Y, CA gIMY QL.90Y, CA 959P s CFA¢: WB 843 -2173 TAX ADB 042 -3662 - n ENAU ENONE6RINCCWANNPEILIHETT.CN y� � F G)�•r 6RE C ` 3 OT:•= SHEET INDEX 1 COVER SHEET 2 BLUEPRINT OF A CLEAN BAY 3 STANDARD GRADING NOTES 4 DEMOLITION PLAN 5 GRADING AND DRAINAGE PLAN 6 STORM WATER MANAGEMENT PLAN T EROSION CONTROL PLAN 1 OC X. 6W v is <W r rap �a 6W �W amHAxca oar the Townies Lre (MTW poTAeUe1NVCa Nepuyaverm raA IITOA WATBR rVI.WTW CperrlfpL 4a` ?•BBas� A.,law "Op Andsr ear NN .uiaaadv.rapNwwiama ,v k . wneW M fnpwmra F Fr rap pr v. amMasvaewnwanaq.Mmtw ' oa..a ir,ai w b wan. 4m w f vvy .iws.a a Nn Anal Not e.Www. r.pwN. anFa F.W Or/arf am M4 mionwraJbN .eaNnN ar.... a g�awNAF rwwn pan < +all.•. n Od.v rv+mrow• nimYY no-. avn ryas F ..w..m a Wy p..Wkai N w. ana. low b n. emeb uw rowwroLCS w.TOS In..�m .;..p n popaaNpw m. ear w Wave. Pm a.w u kwW mfr are Sue a npNa .waaW, .w. mA.pafnnvar nM M of — O'f eye b u roves. one a foe. W rat b nfnba vOVspore OanfT. N A, L G1ika16G MY Prvn as FN « TO.Yan VM F ea ANfs ate nNr rtl. b co- LOS .1016 pt N Wfe. MY9q euemM lax, auvlfW e§np 'mewaXwf ermneun o-a ramai.bn •n.mnwiW em.. owe eY wdryaa a eakuan,a n mm-W w.nn aaF roam w. wnon.wF o TM n.adae wa•+aa v am b'n tlPbn b M as awW W btlq to MM pF LO96iT(I6 vbrY a:.aewaw (de b INO.SI.SSwI Urban Runoff pollution In the Santa clan Vista, storm Manna flow dra W y to local creeks and San FMOSaco Ray- with fie treatment. Urban rurroN poAWign to a "ague Drodmi W wall le damnewg on our wwWweys ant far the people .no Poe deer feream, a bsylerMS. Someamlmnn scarce, of udaan rurwR lophad un Indude stilled al, Not, ant other "Los Mom whidm ant man, squlpme I: COn.hAd on Metals: and other wit MaWdab such as asks. Concrete, am soil. Thirteen whs, cities have ld m togwia wry Same Clara County am S.M. Coon valley WaW ❑ariant, educate ant savage Iowt residerda and buslnes%s In pavanby urban raaMN palubon. We hope you rill pin us by Day, gm practices .. Emayed Ire,. SPIN Rppofbe Agencies INa stn faa^^9Y 0.ermai•r 9wwaa.v.x.yVMa MSbkl GNr.nmmla Ceirplwc. om.ari r«.afFn... (<ia easzmg kiss ma.caiumre(40AZIO50 !Aga; zsongen For moo Information on misled lop -, _..lag I. haled Maw: Mm ca.. corms raa.MOra w.waw.ww.Pngmm (WN13B?]YO Bn4 CIm Cwmy Omb OrTOf- MaoIMWSmNfrypwnem Sflaf esr. Coumr Ra00 He14 f5g013s1Mte sea, let Clan Waw MPwan cows Of Fral i Ifm)waboo seen an s vd saf fi v rmdr Peewm Pnf.mbn y.aWn ism)Taaswz Blueprint for. a Clean Bay Best Management Practices for Construction Activities •a'i4 _ ShvpYH gar *a : 5'NJC;9 xFel'.'. NP'ppi lNC LdSA To- HIL -5 M9LPr5g5 � Sp Nr L7 LGLTyT)' tp 'LlC11e lgg� ® Su4NYC9rl M '4 r r _ !'f H YA[: Tii9 ddn General Construction and Site Supervision o Fresh Concrete and Mortar Application Painting and Application of Solvents and Adhesives Ad as ced planing ❑ edwdNW Nvawlioll and f,mM apa.utls rotary weabra hisw. O Man ore e. so Ah .,ds. pan w ss ro induce movem.m a sal, mpwNlN • onmana t.rme.ft m stem uboin nqudmaaCu."- o MIT wlrpilly,0 fabaA lophoia saa nspoWalatt.,,.I, aolmwNr naimman, ❑ D«Igmbanam away Into manta ana loam hu iaeb -ado Palely. na ven nalussfir, somoMe ant mean. alga eem One en..6 ❑ hip* , mageko eci knpbn.Eaage apecgt Grading. Eroerbn eat eeQ tCOntrd plan. ❑ lifeemki RVICI slu% ,01 fin no RWpCR). Naive aMUVp a atespeancS lamI Nmae Nan 5 e«n d land is aifW29a (bNl, all aNaea AdvaxM Is a wlye Hdnakmping Trot .nal baonnemaoyma on sow it wbr regnnmenu. ❑ Dmignrb an areas ".y f:wn creaks sm! Meld Man ietN9 for"uipmentnMing. ❑ Dispose wmMwWn Into . aid area or rapWrefor recydry or olfsee disposal. ❑ Designate an area avoV hem ,eeke and stem griminess for RAWWl ant wmW efwme ❑ Pmhctwkn bzein Iaets and week from dwsnel one cmaete residue tire fine sediment Consider of a ..,anw bC " *M, s. at b oft-ene ❑ Newsh Shropea.f Wwwt deter innWeddolsW, reek &rem, ararege attar «,wale. Mv.nC.d Planning • Than ana mlom, enstoo e. an al«nlWatar iagiararrrarlb. • bl «m wbwnb 1ors.1xm Net resporlsdary, b Wow slwmwaer requinmanu. Dwignaaanamaaway from p mks ant Man Main rWu W e a en.l eat waste slonal U De.pnaban.roe away from ,eeltsh, smrmmeininns for paiMSant dmang paten egomplag Housekwpb0 ❑ forMn,'. eriwaeuew W p9rm pre(& eV(M aNHy from Ne simN; gaoler, storm Mon ana nook ❑ sbre ana uu m Ipatl wins -aWYC6 away flan Na streak gotta, loam loam afro seek. ❑ PrevW. tlplaar Yee anti aewndery aonNbmenl rot con edNer- Nwyn, glues, tie Special Note- As a contractor, site supervisor, owner or operator of a site, you may be responsible for any environmental damage caused by your subcontractors a employees.. aan�wlNN/I�/ II /� 0 ❑ Dmlan ere. a way Man ex maarA.nd gate ieab Wmr asessadpQa .", ❑ poll alecaedla. ro,t a dmrngn nNlerl.ls tiler :i m during ran gv Da am maln:ain knma hear ..no sits U Prom ..ewn Dart. Wukas , p., rpor Holm.aro O pae,ft auWaldMk tint c elm apVenlly Ip leaks am • Nsw puipm.mdl am • n..M1arkea- no -o'ka Mitsui I —no -o' eopae ❑ Dspwad aawastesproperry garbagade. hazardous. garbage • N., rose Down tine ro Clean pew Wry or surfaces h, • mini in IXWaw vmss maenad in SbmN. gW(a5, Or near creeks. owing Con.rrueeon ❑ MU sty alloure Of base wnaate or Maur mat an oe used W e day ❑ Use tarps or heavy Mastic drop Cloys under small Mmes ate Me, equlpmea ❑ calest am dialog% of as wastes am as Mahn -as aoloedy - retyaatai haardous, Barrage ❑ Pmbcf materials M1Om wiM and rem ❑ Cofer and MambM dmnmWn. fAmmbe litter awns site. ❑ Clean -u, sins ant Wake lmmeOaWly using -dry mediae' wNe.law aWrry of runoff Mom %w cutting ro fawn or moo Moore drain ❑ Haver ps, or It waste MaWian y weep, Sunni, a w ir,eeks. cattle Up ❑ COVb as mamma or., b antl ash' Min ❑ Cleanyp *W and leaks 'mmedietely us» 'an marwas • ❑ olepwa a log wastes propmy - ngaable. has moos, garbage. ❑ Nawr nom down to dean w emeat aChair surfaces ❑ Heser amn brushes or eau proem in Ine West Waer, per. awn «creek. • wwr pour sdvenoa, wish to or Wher Irgim, in Ne street glmsr Man(min or greet • Neva Wry or save waste manners m onsaus'Wa s. a ratite Road Work and Paving Operations Earth - Moving Activities Heavy Equipment Operation OD A Aan ... d pbshg U ecMdals skaemaph and grading actiAkm W dry wmma aninanonn«ra,uIr yees m aarmwasor reeivawrm ❑ mrare wbonbaaaa wool Nair r.w newerwappi ammVAW nguinTeaf U Oleasama Con gasayake W lout am AN. d21n In1918 W ado parting. doe rerudapana nnins a00igMM maimen and ❑ Tnp.b.liMaintain se low. an.a. and s.dmem tonne Pun W embankmmN. U Proms .t ft".ry Wn s,wbi efadwnH. gag.,, venue Hares. ew U adapsy wiwkhbaPm and manlg m WHIR 1 too s g eeA1 wet, aYmJ 9m1, fag Seal, star U R.Whequrpmem off tine Adwncad Planning ❑ Shoe"uh, ezw4woo and grapy Chim, for dry washer paid. • Train and lnsrtn employees on sto t,s.ter requlremems. • Dsagnate an ana awry from creeks aW sromr drain Islas for gum pedure , m,mle refueling and munw equipment maimena ce U Rapalregapmentoedte at Prepare, mammm and ;mpkmmta9.n.. Ac Sedwe Conooant Segment Comrd Man ❑ RINCIC aodd Not des (ro IxwOCe), wnpn;maudm a udr>oons Advanwd P.,nnln0 U Thin ant lWbim enDeames t StoWmwb ision. cam. ❑ Irdwm w ount,ka. about deir reaparalMilY to fallow srormdamrM Linpraa ❑ Dni It., ni a ,way ham Ceti inen, «ski ana star gran fists W a m «nene parking n9 eat ril drNi rig ❑ Prondae o'fsnelowlpo Re male egCp r.nt raper M w ., n Woe U Preside regular maslenaw an al agmaMW( Cram freaueney far leaks U P ry rows, mooma F a nment for sikeros, Dakota whdw beft a, . u dams. of ally il. papeM - n9Lyciablo. hostWoi.,Babiti ❑ Do as line aped al war WOwank Hom.kwarre D A=aa dust awn Mmking.amyl or Us U Avid oven -war: Mdurig Mae Corona odaratanf ❑ Lev« rla:kpaesprorroand i during Halo ❑ 9hoyNOrvwwmsawfo r aunt. ,eating resH u Iron t aMenrg ndl cruse, wren Msin9 antl tree. I ❑ Okanapapu9ng'dr, m t.s.. Uernp'dry marrow ❑ Narrow AM -iM nail _ waab9 us. Wi recyaanm. n sot Wadame. ❑ oorgta%diesel wlma wawa. from WawexCexposed Iron equipment, exposed m aggregate roncreW «awwr sawnenu tiro is sheet, Surer. sawn Onia mCMk. ofirt" p%NCkan up moan din name. During comMVaan ❑ Probst aria;, ham and w,stalan. Ranwe wlr she, la par iary ;i Prdea polo, Man, eats am ,wake him resell Coonder use of nano mesh to patch fine saw ❑ Divert wan now and .,.F. awss sr., w a3 b reduce plead taspar, nmP,ary A oposen ps ems, notsched rn ekpoaed areas ylSMedulw W immeaiaewraa J tmbll a d wad ni poodil below It Hine, D Cowrpapr daa!adOther ama ring mamiVlw Pimlti . ar4 tlurry rest ' Lack Hsi 0." Houmkeeping Use dy parrs angor stop Coll vt,ss 4'dn WAq; manlmaiper X4Vides, . J C. weurweM ant Materials prof b and during • Coon and merman Uampaers knnimrza M r around ate • Collect and cmdain all sp+r. Hunt in separate C.Mghsrepf . Non tight mti glad. • Cleneup spits am leaks rwhassIV usmg'dry offends' • Newsmen aspe99 maerNl M1«n eau pnlMt nN a an.( Or Mars anm caw J NeVNClea.,i ipmetoffee pallor wsan IoW J INwrMa alaaw wa.N :r maunaa at streeu, garters, « ra .arcm ' ekf 'I Berl Thiamaeretao,04nom' fmypn.� ue.. e..v k wj REVISIONS: pa.).C. .YiaYRY 9q 14 REFERENCES ° °A� °�DN NOPl2 SLNE E Blueprint of a Clean Bay L"No €= Hanna -Brunetti y� SCALR: •cow Ips.. •Lane wrvesam. �O •CCnf —ii, n umogerp DMIGNSD BY: curer touramm (.oe) mz -nn C08ct® BY. 16268 Los Gatos Blvd -ape 532 -06 -060 _� TOWN eF Lo5 GATOS SANTA LLAFA LD UNTY rr DRk"If W. TM JgNUAftY 2014 CALIFORNIA 13013 6 m O o� 6Z �o nw U tt �a =f a0 ax PJ¢ c� !O f]. •L 1. Ad soak due antra b CKger 12 Of Tor a Lw GeIw GMYq Cal rarer. ON aaopea Calilan® Wkind Code aro be base editon Of OiaslwdIdea irdXanroPrtlk WaM1D COrmlrlMbneaaQl es sP.cnNa aherMw w roes. Plana w mIm$ 2. No roll hi be abroad ora4e w W W glbwl&aMg Pan ands Grwiq Peron 6sIN byres Town d Los Gates, PoI Woke De enl kuhd a 61 Mite Avenue, Use Gels, CA 95030 3. APre.bb raelinp dWl be MN will the Tarn ErQlnaep nueptor"in the DpNnaMa Peke and Rhlk Wanks Prior b any week to ll9 there. IN coM2Gw shell tell the Ine(gttior9 bN a110&3Pi.5721 a k.118 NvspNrb aery9rp9np ar messim Paul Th6 meeAnp aNmp lecWae: a. a. wNbndtlaprgal tundiliWn of npo ; waNng MUrs. me mamelawe and olhermrmnralmn maleM; b. MhvMeapememm waieptlul CmtrwtoaNponew. anMw sadaNa that so VatetastemirifmsaapeheadndwiX made eeNa ers pr Pe%b Nlswnlraemis have naada all aWSber Vamlaina wm,,Nbr neare+dgdaddregtM P.O. wNIWn d yPeova wXl W paled on site el address tlurieq uNinraM. a, AlgrwaapA MPs Nl nMas OW Ni of lip mynmiaAlyM the bereave 0 meat.,, mats, Or brobak ns somdNd daub. II. None, IN marswn ON gxgbNm Of Ile YmlaoveeNnLS, lagic HMN and sally.guires a me lo or depws hall IN Town SpameSOrs or wax imposemenl pbN, IN Town Enabler shall have NO aWMMy, to smuire soon . or dgalae am mpwily Oa maapr in eal On ®Ise v m bat coed. S. Appwal alnklaan apples only b the prase,, a imismon, awannt. N oxrywJkel a Iwenal Pam aaahk. ThOr,or —al dN9 Mwnbr any domed anlry to timer pebtic merry, or me Prim. ono W e r a ants aN tlon tea renaXnN Approve d am aver inioni ants. fi. Eroveled melaia ahtlb pawlinlN fi ®arm dal)VIMa WXp luuled aw+Y lament alambabpoaeadatappemvd bral'urys). T. it"berme eelmnehily a the Pass. Or Cwberda for ideal bade ell paeet a UMsteouN hdllWS. Pammw or Cmdaaa wall nearby USA (UbderpmuN Seal Aare) a I amiNm en Of 0 mesa w1 Nt mate Vol la days Prior at ons—ra , a anal 6. Alpandseywlerhod aX, won.marrerasm rnmply W grey waMaAS ¢bblbmd tr7 me Air GUaXly Manpemant DubktM aASnro Pae4vhlw. 91 The CorMMr met amply Pam a bun, wan and ledpal laws, Ww, nM and n,dAd -. plremine IN al W.f on np,a lNan. TNae bleu skeane, alOqul patents eatery and roam raps and reµlaMna mbLVSMIbTa Puuartl to W Lliga Seery, and tN Ml or ally alma ppliuble pmpXt aNbd y. 10. The Centel Cormawaa al finaida Wes w sopwvgdn on ON job site W aI mwa dell' t fenyeants. 11. RCVimma and aarpN COnircb than M aN all nrtlllW by 1OPPO W aanyar or maiamnth bad whirr plairpd to pacAta UM annarmp, mr AN ellooirq Nma: a_ panelrt welLbPa vllek In, We I.N(Lo srekmhe Bsssal eparLah ad a(pIM fordma ismgLoa Gams b. Tw aN bete cN Udlinskwn 12. Pries It lawaca of any permit, IM yghar(e Past aarrom al review Me final Pool and aaindae pbin d aacn mm dw,n her burdayeoee ie me, salt, the toad p, end alb &.(" ate in awaaawsme mar nwmlNNamna ad IN ear mary, rearroal Ton applunl'e Nast aepaw /a afpoual Shey Near NCommand bone ion eumr py Ma a bat &gin, me awe. Sae Enyklwr Relaem Reread No. dead ,20 telw NO._�dwd 20�auAee9laugyrry tmq&aw9R Boa daeewworrea carped W a l Pa angra b MeamletadONPa are naapy ayNgetl aN rr W e a pM d Itua aiN n. 110ownt wnaatlmn, all Nominal ad padir, ON11 he b¢waea by IN .Ppimi as mlMeer The -a— mall he small at Md M hours peons la9wmp ant 0naino- The ananrer shad be menO te aMh ma me. moddms as w wlimpaaa in the dagMeal peam mered ran ar W a pwNe a p oval aar,n d me twee nwmm aNadaru. as Nmsary. al arwmenred Pool lvrwessind arm, anax loans emielba ues9eea all l� n2rce Me TOan t isafe wdorm 1). r'ea'l anreas perm WOa DESCRff'GON Hanna • Brunetti •wan Doyseas • Lend wraapa. •Csm.Odw Mwa,a.. alloy Carol (J06)9a2 —Ma 1AThe raylN ON Xs wrumctlen eb Iry and marl sMrid N tlwumaded in an Ift- Woodall penned by Ore apPfmanb slam a i rwr. wdnNM(w be Town a.ell eoodes. hefae R. nlm.dwt occap yperm¢lapramea. MAT Private all pn'AC etrome wumnp Project SON Pau be apt ofeen all n a sees. aMB -eda trrrdllbn nnWl}rooi tenebatpn. n kmners, Items ne rreeOed. nill la now Pandas mfaem ON mlwsm regl{ors and the Time of Lm Gams Pubic Wales Deforma tale be promised at Mel pM seer in& .1 Not and no apse. Man. grendd eiMnNOW Postal when mineral of be Tom lb.0.11 or emripnanr `w N noted in the prek or erode 119" way 16. TM urn. s1a114aW1 aN and in mNa& LerNrs, Nars. ad elan Oat re rnNSSpy b 9" adpuam Wandrq arWpsmcliai to IN par is aY6mPs. I7.0madApp5oN; PIN. IN Panama General IN 19.GSdrg DOntracNOr lY avaldNe): Pnap: 20 BuildlnG a, GOO: 537± eygppp; 5303 cut 16t G.y. Or idi. i5lboa . fill 2± C.Y. 21MPArlTaes wabbM by the sib beat mom deft bradne National m ppedy menthes alai COMroI. 22.They Isbn Mss net appal Na mnoval A`Ndl Aatrtgdw year¢ sable p+naiamenaNpmeacepesarrvabmamfl ereae.a. They wmml P.mrim am ammiiad P^orm fib appwal a u wan. 26.A Taws EwrA S.E PaMI rnWireaMallover foiran ar irem r,m Aght -I A3bb FAaawh The Paal6br AWAY Ce atra rva wimin Sbb apMaMwy (H e(Atlodel. TN Parm ell yMW Coascmr Nall be ngsiall9wpNinatlng bn( Oat FeAamal b/papr9ownenanml yers»P. Old No abate of trams. My Nsmort N about saliaagOry slam Or aaepnwedwanw:maa AN dninape sheer be dlreaee IN Ill me nor aNr by the T. liEea nf arelpe% fin vat ana1abaiva memo]. aywed Na- 25.n IN Ill nyo b" ON IwMnctor aearoemar maab Pare Oat awed, Of.Obaidit and offer,mol.wav l.aeaNdlromea9ie pa5is. MW, all. cmvab and ems I>NUnudion aedm sIULL NOT m wasnm kIm me TOwn'c worm tlmr5. 26, Good nousakeeare drosses al be apwrvad IN al. Nor, the c0om a waartal SupMnh . Of wmnw1m alai be a596ay, penamme by.pxam a pesau ebhopeam M w e1 eo tlmaa di rAaln9lnas. TN 5arinpdgpods artVn mabr®IS on ma tidewalk a orlNmwIMIIMNWe uM apatialpa aW �by be Enyraef, Units. The w1h. al riahl alma the pa Owes a al job reform ON aN dmtu at Ore eN of me day. Fannie Or som it IN Wblc mhlvl.aay mooldre he thin mmadsn nay ssun in IN Taws (teammate be rwusa mameNrce at Are d-Neepela esteem. DATE: 'Cron BORE. SCALE YERT. SCALE: DE31GM BY CBECM BT: DRAIIN BY:— era r21ea Driveway/Parkina Landsca[tinp cut 469± C.y. cut 52 C.y. fill 53 C.Y. till Ot C.Y. REFERENCES NPDES NOTES 1. Sediment nom are. d wM d by Part adder droll M rebored Oa after Isar, maddral MMmis Nth required by the slathered. Garderal Gaalmdbn Sromwear P. 2. $Iwkpllw of than stall bat pwyyrly beneath, to ardina to ae9rtem ndrtlpwl Imm Ors me to arwh, daina9e IsaFAes or adpud PwPereem via arnoX, veld J. Vacking, or WIN as required by m. sbiwMe CaNrel CAnabtr tbn $IOrIllWabr PMmiL 3. Aframpriae RMPS M ueatmCSar reloma mafee.[., waGeA pill or rmid.a shed be impk tN he minimize warapgl nom On ON m serees, hander a ldddry, , a adpwrinp Pnpeay, by Wood a ruse" as squired by IM sIdWmd. General cmwmmcn Slomlwalar Pemel. a. RuNfi nom egsjaneM and tehsb Walling shall be fenhbtad at comlnsNan shad and most not be Ga.nergd 10 NPIMAN Waters or to M. heal same anin ayd.m. 5. di aaalmmar Waamint r rad eas and fh or fromerel are m per mad. aWaa d me 0. isd pay modeffed M prwdces and goN mmaekeePlrt meewrw Ill1M prtlea Pala and any.sodeled unsbucOOn ease, alas. E. Al IN eN 01 aacn day d mrlewc4on saMly au wnalnlcWn ante¢ aN ways maleNt Mad decoYeped eN property disppud in Idesh or recyder bins. 7. Conal uction dM snap be maintained in so, a deaden Ilan a slam Mes net Parry Wrates or ImAUtanta dl IN she Diedaeges of material toner Iran sbnewakr ( othati n" i¢r dwmgw) are peohbnM except . autlwrhad by an iNvIN.J NPDES yonal or ft slaeMde cameral CwWruclbn Shrmwalar Pwmit. P W PoWWt5 ill CAN ae NI Smited IN wW or Strait comMIeoI; sooners Iran Pelnfs, sear., seeds¢, solemn, dymShN N, 91.1, lure, DwdNea, handsta, roNlisen, Wa4 Normal and dabs M fibers, paint (lakes a at. hagmenm: Net, rib, IabNwm, aN nydraa4, radialm or baaery fibre, wncns am related Cad" On cam, residues: Postal Weyer; Was Iron enpnaewlPmam Nees death, or apmlNl tlpreared, wastes Ni street Uamin9: aN adoonahme. Pdede walanom hiorflosointimehown, Dhlr, CPMd siVer, dlpAal of aural Themes anted ..mf In a spaited land —1 W temporary area. she alyvcah spanhd ham pdeMlal amnwala ninon. MP WIInale dNap [In aavNala sonny I, date add NONNI rgrylremenls. 6. CoNIol le, CvmammaN 9sm oted- aMaea by dewalarir, groundwater bet hers Inf irral bur tlp danyruamn ate he prdvblal Dlsclating of comamarled wile Ise mdeas emsicn t also Poseted. DlsMaran9 noe.ctMambatea'bassa ier Pstrad by Eewabseit AGdvhM mqukes a National PdWam Mach" EdmiNOon a (NPDES) Potnit tram Oe respecnue Slate Regional Wider Qelih Canna EIINC Lad tpd.td: &18R01I V24 Drain Box 18" x 1 9-1/2" raw V+.W.wa.ew.ma ao ®���n.•.n�a.. a�bm:awr..4a onmat seal. Standard Grading Notes TOWN OF LOS GATO$ 16268 Los Gatos Blvd - apn 532 -06 -060 JAN UAftY 2014 SANTA CLAATA COUNTY CALIFORNIA 3 Nobel Initial as fir. »,m —n e.Nw sat scat con vanc .q. vms I.atw 1« pa mate nett ...... — 0, I1 to rate ®- -.Passe �1nT«I 1 1,0.111 aI I ® a Standard Grading Notes TOWN OF LOS GATO$ 16268 Los Gatos Blvd - apn 532 -06 -060 JAN UAftY 2014 SANTA CLAATA COUNTY CALIFORNIA 3 MO Ou e9 /3I10: nai9 _F R IIII �, Y>r yY4M1 Ld d5�� nP 11 '71 <z EY TH / e ing offate sidewalk aw j �� a rb /gutter to remain UQ T/ / / �^']l IP \\ \ i •AUPh MI .. EMlyi EuI L01�a ,m a 'ri /� ,N]p Existing eldgPs meters Jw. u.07 ,'I,mss tow / . _ nP» :a to befreiY5b0ed" 8thers �mx na, xo '° jO C9 / . Ta x / / �iN'` saD ] 5]5, us AT. �`` �r »-pm- / existing rn 1a o gam / O .17 '.' a39 nG ep / LLISwc oil �r \` 2 kL , "s / g po ff gpto§N #b % asr / A, naz / l0 be femOV 5z IL ,y r'al, I xa /nziP rEm^39]snaJ ",, exls�l ] ]]p6 i" \ x «o / / ��]RR M .ExIsr AC PAWAUT J mya ] ao - fir', y0 nnN Hal ]rma .f.. n .sBB pt bibg plan .Cpm / h� Erpfi - 'f°I°]fs' for CO action point A. �exist4 "tree nPB9 :AAp9 \ _Jmx "an '/ ° IMA, / / y„ LP/ / a exist building ss/,- re „9,a "' _ // /� ✓✓ w< 9. Inds (wilding be ,mc9 3P �\ xD �/ naa for exl s1 ral to f>�`$ved n J.a< ,�A.3 CUNCFEIE " " "ya zZ - 5 existing sidewalk An �°° • (/ x ss to remain VN y, ] 5 8 NM' I1 19'\ All. / R ].ax npJ existing section of ss lateral I, \\ I. u So. S f noes >- �-,.ri. I n x . ,, w ;axes nzm to be remoVad as required / i Dr Wi n � `'\ "AY IRAN / ''L�Y" to removal /�y .F �ror se' s)- ]�� >_ • _] -_. ']]z. IUmbi Ions i / ��\ / / .,,, Wenfy kxxtial o� exlsgng3lam pi ,5,8.._39x9 Pip ng p 'ti / so / eXl t 'p,l `,, in_aT'\ f `ate s w A }/� re , aln ! I ]r. s x• 't,].PV' ",]. pzO / 5 J i�St / an99'I:y �\ / / /•Sm.Y ]b.W' wm93 f / }�y� yASp /� \ RU / / MV M,MNre PS] I4_C -- • .11 .'/5]1.19 a %�$t t4 tree eA1�l L4V iree�0.6e .P 1� 3]Pli IA1�H931 xrN fm49 ]]a:) \ / —' AA^ ¢ J A X A. iii$ :: to be remc�ed • �\ • existing pavement, Ya "9 p" lobe remover!,,, p, w% " existi %mdand curb ID99: Ar1,I 3Tnr lCp^• sawcut exist ac pavement at propel .E e �Jmrz APN 532 -0 6-056' CHAT \lam r GRAPHIC SCALE o(IXFQ[)a I IveG � l0 R 43 ^ ^q�-�; APN 532-06 -075 1 - K CALVARY BAPTIST CHURCH P] C, xT }T�` Haas I ys ] ss 68sI / C � C / ]xc ]m •r. .mJmaz ,aw. zLi d R" ) _- ..Na CSI • m o n2XlSl1re4._. ,2r eA$t tree nn ]m.m npv va . /. ro rema n r �e'TOTE to remain nay mil / ICA, n1 41 ! i p] `-� 9e - .'`!"'.�.•>y9�� PG N C R E IT E % N n EASRIG UNDERGRWND ITELMES ME SH MN IN THEN I$tl yya npa MPRI MMATE LGGTWS BASED 0 SECOND INFI)AMATW AVNUPE TD ME ENGINEER AT ME ➢ME OF %RPARATW tD a am OF THESE: FILLS LOCATION WAY NOT NAVE BEEN Y[EJ ED a me IN TIE FEED OD NO WARANTEE IS WOE AS TO THE ACMACr APN 532 - 0 5 -0 5:5 .'� -,v�to remain f ��JJ]]�w,� OR CWPLFTENER O' ME IKORNATON SHM ME CONIRACRR CALVARY BAPTIST CHURCH ]wex' \ti� �exi ilCtl" „n,,, SHALL WHITE UTILITY CCl/PNIES AT LEAST 2 MCftlUNG DAYS N OVANLE IX CWSTNICTIOIx TO Flail LOCATE MLITES lemam�m99a EpSi NEA Pn'rENFxi� CALL EDEINR UWND CE $ERNT NASA). AT E-BD}6N2 -2W, IT FILL BE ME RESPOIGGLITY OF ME CWMACTM TO DETERMINE THE EaSTENa AND LCL OF ATIN UTUTES SHOWN GI THESE PUNS, ) INGG]ED IN ME FIELD BY LOCATING SERNC£5. ON ENDENC£ BY MA•n IA9,y� Hanna • Brunetti I Bo". BOA" •aw usnm . Lea wMm• ERroy Cal I .................. •CCnyWCxicn uma9en• DESIGNEE) BY Yania (10B) 842 -203 D raacr® BY: I Dell" oy.- Demolition Plan 4 16268 Los Gatos Blvd - apn 532 -06 -060 TONN Of LOS GATOS SANTA LLARA COUNTY.�eNO. 3013 JANUARY 2014 CALIFORNIA 00 v n 8w / / Trxllkn� / -lit mrsara ro Ewmlrc � , y BACA OF POE Cfil . A APPCUd01 / EX WATER- A dd M NG Ow 6z / V �/ n.✓. '1 ISO 04 .3 G3 / � o oa lea M1rza G / s,� xi: sly. a 3 % LITW +/' IX IB' IF2E mBE PFYO /9x :: N 4 APPROMMATE LO ( •• w. 2 p' SOBBING SEWER U1ERO1 IB j U / /� PER LSAT MANNA MY Jrali3k- / YI CURB & n / CURB ]TIER t m REM n z Y, NR sm - 3P, ME jF PROMCf Ia• SO. D M£i/ / : • T TA]: N4 �5`As / / TG NT.T: MRR rnNG s/. Aln.e- ]n • U CM :. "4 STERN OMAN PP nA i'P NNTRXTYRm n1. dywj P PRIM mC MN /3Nd9 I _ ua Y y,N v� -- AAAJYLIAIE, DG $RIG $TAW MAN Q� / \ IX TRUE SINN£ w TO N wN y iiz Z< OfL / fAw ]NI}IXIX M. : Ex 74' TRUE TO BE REMOVED .Ni w / e'wv x]WZ aI _ ____ -_. Ile / A` f9. n q UTUtt POLE 4 ]i2lz- i OBE AND CAN TII � U •�1] UttBOKS q1. w2 Fl yw< /3N 3E/ / w5 / 3M95 / Ara =z €� A~ �O iF Zw (—IY xi Iz'— A w o g'I �r n2 eZ ;i LANDSCAPED SWALE DETAIL NO SCALE Hanna' Brunetti =. SCARE •cIw En9N.en • wl,a w,,,.l�• Plan •CUaWCtion Mmagan• CilrvY Caiikmia (MB) 043 -21'13 DESIGNED BY Los Gatos Blvd - apn cBECT® BY: DRAWN BY:— R (RML) PAD SMOf PRONEf IY OPENING �A91 APN 532 -06 USERS AS PAVEMENI 1 y' CAVEMEN ro ALONG L$ PRCffRtt LIRE n51 bFILiIW 1]' GRAPBIC SCALE s m.T m Lo n PROVIDE 11.3111.3' CONCRETE APRON FOR MASH ENCLOSURE 6' POC OVER 6' CL X AGG. BASE W /6N MIRE MF91 SFE ARON. IXNIS FOR •� IRASI EyAOW DETAE9 X PC PAVEMI APN 532 -06 -063 CALVARY BAPTIST CHURCH R -T 8%6110110 40E M O- 3 PLAN / miol � YS BASE POO( VALLEY GUTTER DETAIL VERTICAL CURB NO SCALE gT '0' NO SCALE r� APIN 532-06-058 CHAING 6Cw WNL TO EASANG UNDERGROVxO MINUTES NS sNOMN N THER APPROMMAT: LOCATIONS BASED ON RECORD ROMMATIXI AV.1 -F TO TIE ENCWEER A3 TIE THE 6 PREPARATION 0f, PIPNS UOCATW MAY NOT RASE an MMI IN THE FIELD ONE NO IUMANT£ IS MADE AS TO TNE ACCURACY OR CWPLFENEA OF THE ROMMATON SHOWN. NE CONTRACTOR SHALL NOREY UTUTT COMPANIES AT (EAST 2 M)RRING DAYS IN ADYNMAE Of CORSURNCn(11 TO TIM LOCATE jTI CALL UNEERONAND SERVICE AUNT (U.SA), AL I- BOa64P -94M. IT SHALL BE THE KSPO%SPoUTY OE THE YNTRACTOR TO DETERMINE IHE EASTENCE AND LOCATION ff unum 4pMN ON TNEsE PUNS, INWCAIED IN THE HELD BY LOCATING SISMI OR E'NENCE BY ALI COST INLIIRRED AS A RE U FANIRE TO YERTY LOCATORS A ELBI BEONNIMG CONS1FUCnOM SHALL A BO ME IS DEEMED INCLUDED AND WEBBED it CURB 'E AREA MAN IS EgCE UK Preliminary Grading & APN 532 -06 -075 Plan y' CALVARY BAPTIST CHURCH Los Gatos Blvd - apn k PROVIDE 12 UJRIF- OE' BINDING b JOBNO. m 3111.0 t a 4• LAMUSh E^A)iEA MAIN NV 335]4 (OD) TYPICAL a LEGEND >..• ROMAINE PAVERS Y ( smaa N`� (ZT9 SF) NEW AC TEE q PArENENi� / AC OVEIdAT M.91 NOTES -vR A PERMIT SHALL SE OBTAINED PRIM TO MY MYN W PUBUC RIMT 6 WAY. CONSTRUCTION NOTES QI CONNECT NEW C s3 PIPE M EXITING SS LATERAL PoTiA£ TO MERIFY LOLATON MIT EJENATON PRIOR TO CONSTRUCTOR. ® PROPOSED MATT SERMCE TO NEW BUILDING. SEE PLUMBING PLANS FOt CORRECTOR PANT AND SM Preliminary Grading & Drainage Plan 5 16268 Los Gatos Blvd - apn 532 -06 -060 OE' TOWN OF LOS GA TO$ SANTA LLARA COUNTY JOBNO. JANUARY 2014 LALIFO R N I A 130 J J ,pam kSBB 3 S _° �.ISa.^ '.r. / ;m Jm.ez so ( W r Ill. \ -'A ,3 / us .emv rrvs�� 'JZQ red 4 as'%ew .8 v i s xt ]tam 1/ ate. .. _ �- ion ]' a I I 356 n ��f rnsr ��ba + / MIN. PAVERS a2 mm) 1NMN �� M Na 8 AWSGAIE ev. /n21p sFU / Yi963 IN OPE) G$ ¢W /. I J� i - ` �/> ccauRglt rozw + na (6 t1• r 1 CXSr A: PA.➢.ILYT rxzs / ]n. / / / T w ro 50 mm lads 1 k,]:, 1 AC ONIT / , f ) P. R1 'h'.N (/ M. x0. 6 AGWECArE) -5 = �. \?•<••J.: .l':•. Vw a 6IN xa sT SItl1F SL.m..A"� I PFC 4FRnc/1 OA9 ]n /( xiafie �'}\ n ri ..ss \ /(/ TXf#IE55 vPR16 PER OETNI fn U31 \1 / MM Of9W I n 6 W /`/ ` ' p f ,a, \A, 6IN. Oaa mm) wlrx— y9 V1 / F CON EE dr] \] ] 5 Wan •' Yp.fi+ . ]i9.9 I/ NO, bQI- GRADE➢ BASE Si m X �F 1 / SnA A )cJA Ia ` Sql 9AW0➢F� ,^ Ly /'� (� I ] Warn A-,, W : /� '" s w v * Naa 1031 TYPICAL PERMEABLE PAVER DETAIL D. NIMe s. / Yf -xoJ�- �� ° .aaaas z 1�� xo SCR£ T' ¢z �/zr.ra �\ a €� ;I x, //. _ J P n i5 a� +' RW\ ` ✓_� ;roe,' ran oa /x'g \ Jma oas 8^d 'sea S \ _ff E.S. AC P::+EUENT) / \ ya aX' S liw p +s ' _ ]Ma VGO4116ANpi CWrINIL 92 PER SANTA VALLEY URBAN RUNtT PoLLUTW PREVENTION ` PROWOY C] STORMWATER WIDDO01( ATEADMNT W -I. aF RaA PERNWS AND IMPERNWS SURFACES COMPARISON iA(]t£ W0 ip a. Project Phase 3. Number E. Total Site (aoea): ^-r°j C O N C R E T E (N /A, 1. J. e<a): N/A 0.43 ac % c. Total Site Existing d. Total Arco of Ste re '• ,wv_ ,J� t eat Impervious Su faces 11,164 DlaluTeE (Dare➢): 0.40 ae €5 JIaSO "�" -^ a (a9uare feet) Li nd l tu.ua Existing Condition of Pro,cmd Condlf ce of Site Area DlahNeE ZU 50° P, _ Site Area Disturbed (aware reef) h�t •l LA0 e. Ion ervlaua Sutlotta ) Replaced' No.. p (square feet .;6q 63 �f le a Nan Roof Areas) 1.396 1,296 70 wn Note: .ya" Rainwater leaders RWL to drain Pakin9 6.664 a,aaz o v~-i] ( ) Fwsr - PA5EAIENL� Else Oki, Patios. Orivevap <0 t0 splashCaAs. etc. 1504 3,323 0 Xa in Street. (public) 0 pad Strttb (priwte) 0 �Z J6Lb Total Impervious Surfoces: e.l: 11.164 e.2: 9,611 ed: TO pr) f. P"..e Smile— Undisclosed Areas 7,219 4,2ll 0 ofParviolla Pam, 0 0 2719 nz Ottler Pervieue Sudocea _ (grcm root etc.) 0 0 0 ei Total PerMous Sudoi I f.l: 7.219 L2: 4,199 LJ: 3.719 na z� ws Total Proposes Balloons! + Ni Ion ern ua Surge.. e.2 ♦ w.3), 9.68t am in Total Proposed RoNfaceal + New PerNwa Surfaces f.2 + f.3), 6.932 §O x< Percent of Replacement of Impmvims Arm in redeeropment pro jects 84 4 % Tote Footnote, P,W..a R*.,W Impermue Surface NI Mpmiwa aMaw added to mY — of be ate nest me a Previous, existing impMaa .Rocs •Pro,s d New Messes. Snri NI mpv vJa sulfas added No any ores of the site NM sae a previously miaing Peaws aches REVISIONS: 3A DATE: NLRY 2014 REFERENCES 6168]' DATE DES°ROPET01, BY: Hanna•Brunetti 6 : " °� - Storm Water Management Plan 6 g� �I .::.•CYw Ensneen. Wna SurwYO's• aF 2 •Cmetrvction Mma9an• DESIGNED BY: AW Cdiforn. (ed6) 842 -2123 CBDCf60 BY: 16268 Los Gatos Blvd - apn 532 -06 -060 TOWN OF LOS CATOS SANTA - C L A R A COUNTY'10BN0 13013 pRp2M gy: TM JANUARY 2014 CALIFORNIA 8O �U -F ga ZQ >w Q� Y m� ,0 wa 0 F N OCINM Hmfc 1. EROSION CCNPiCL YFA9Jq[5 41AIL BE EFFECPVE FEE CGLSMUCTON WRIXC ME RNNY $EA50.Y; UCiC9FA 15 MRpI{N AAdL 15, 2 NO SIGG WAIF RUNOFF ENµ1 BE All(/AID TO DRAM HIM ME EXISTED AND /OR PROPOSED) UNDERGROUND SHAM SYSTEM MIL 0 \ 4YTAAE CROWN CaM0. NEAaRI.S ME ALLY INMFI/pIED. NO STORM WATER NUNOIF S41L BE ATONED M ENTER ME ~O h STORM BRAIN SYSTEM MAT IS NOT CIFAR MO IEEE OF 9112 J. E FILER U. ON THE F TWE DETAIL ¢ -Y ADJUSTED BE TO EUMI ALONG ME PERIMETER OF ME FROM 41E ME SIX A FU OF ME IDEA ROL AK R TK E S AROUND 941E BE NUJSlOR TO STOO OR OTi UAEI WNOF EX IFANNG TIE 41E A FIBER OA / � L WELL 91NL N50 BE PEaI1Bp MDUNO THE PEOEIFR O ANY STO[NPNE DE OTHER 9TH OF BARE, LOD¢ FARM A Al STORM ARAN MANHQ£ CATCH BARN$ AND/(D D8P INLETS MAT AW TO ACCEPT STORM WATER 41All RAZE INLET BASINS ANAL MEASURES FEET RETAIL EIE M-10. BE TORN WATER CIF UNOM R BE OWTED TO THESE INUM ONLY. STORM DRAWN CATCH S TM NAME ADDRESS. AND 29 HOUR TELEPHONE NUMBER OF ME PERSON RFSHNSIBLE FOR ME HPIEYENTATa 7 ME EROSION COVERED. PLAN SHALL BE PRONGED TO ME Ow.. ' / 6. PRIOR TO GRADING, AN ENTRANCE SH U. BE CONSTRUCTED. CONSSTNG OF A MINIMUM OF SO U OF DRAIN RaR, 3' IN DIAMETER. PLACED ONES BE M SOON ION EWA) PER CBTNL O M ME ENTRANCE 91ALL Y CONFORM SEASON, ro E EDCATON 21 ENTRANCE BE AS SETAE T: -I'. i MERE SHALL 6E ONLY LOC MCRMCE/EFT PDIHR i0 ME SITE WMNC ME RANT SEASON. TIE LDCI:TON SUP1L M SEAN a THESE PUNS. OR AT A LCfATLH REMOVED BY ME CI1T. T. ALL AREAS O BANE MEND OR DISTURBED EARN 41N1 BE STAIAUI BY UK O HYIWD,,U ON NCR -W TATW STAREIIATFD RR 9-16, PER ME TA31 FLOW. All STDQEFI ES. AND/BR BCPoMW AREAS SNA1 HE PROTECTED WIN APPROPRIATE EROSION / / • / ' I. _ `` /�- CONTROL MEASURES SUCH AS A DE METER SILT PRICE. AND OTHER METHODS TO PRE` ENT MT EROSION OR ALTS RADII Al EM19a CCNMO uB%RES SNNL BE MNNTANED UNNL DISNRBE) AREAS ARE STABIUM, CHANGES TO ME EROSION fpITRO / \ I/ ME STORM DRRAAINASnTEM %1 MAINTAIN AaFCRAJ BUT MY " THE AFFINYVAL OF DRNN IW£T PROTECTION UNTIL CITY TACCEPTS ME FINAL MSIHFT IN%204EMENli x; �'d 7 ME OMAN NLET FROTECTW SNA11 BE MAINTAINED, EFFECT@£ AND aB.ECT M OTY SEDIMENTS APPROVAL B Al Niel STREET, AND AREAS ADUA(FIIT TO THE SITE SHALL BE MEET CLEAR O EARN MATEMAS MD DEMS. THE SITE SHAL / I BE MAHTARED a AS TO OMAN AIF SEDIMENT LADEN RUNOF FROM EHFANG THE S1OMI ARAN SYSTEM. T x % 'B A IT IS ME RE4'CNSOUTY OF ME COURACRR TO NIPCCT AND REPAIR Al EROSON CONTROL FLUTES AT ME NO O EAEH DAY. - - ; MY DAMAGED STRUCTNAL MEASURES A2 TO BE REPMdD BY END OF ME MY. DROPPED SEDIMENT A _SD INL (AND DRIER O J - \l �/ ; �;�1J EROSION WERE CONTRX I N ll NOT STALL BE REAOND 10 MAINTAIN MM FFFINNCY IELOIfD SEIMIE]Ni 91NL ff OISPOSro BY ¢WORDING /i � -1 � \ QY 41[ WHERE li MILL NOT MIIAAIE 10. R IS ME TESWOSBUTY O ME CONTRACTOR M NRENNT ME FORMATION O MME DUST NLN4MO AND SNAIL BE RESP09BI£ 11. LN! DRAWN S£ RESULTING FROM P A DFAIL ro DOMINATOR 91NL MANATN A OflKI PAM AS LEGEND 11. ALL GRAN SWAES STALL BE PER DETA4 EC -9. 11 NCCMPIETE DROPS SEW. NOT BE AuaW➢. ro 9YJMN ON THIS PLAN. SAID DRAIN CONSTRUCTION ENTRANCE/EXIT PER DETAIL TC -1 PAM 41A _ BE MMTMED LNE1 DEAN SWArs. AND INU T FRMECTa AT A MINIMUM. / J , • IF ROWING DOES OCCUR ON ME SET: AFTER DEMAND, ME WATER MUST BE FREE MO DEAR O SEDIMENT PRIOR M D6WMLS TO ME STORM AGAIN SYSTEM. THIS REQUIREMENT MAY NECEOTATE THE USE OF NAIMML MD/`DR MECHANICAL CESULTNG METHODS, • SUBJECT TO APPROVAL BY ME CTY ENGINEER / • FIBER ROLL BARRIER PER DETAIL SE -5 13. IF ACES: BEESON CCNTRO. MEASURE FROVE INAOEUMM STRAW MM OH, TACEFER, AND AONTMN HYDR04£DNG MAY BE l , -L / RI alMn. / 1�A STORM DRAIN INLET PROTECTION PER DETAIL 5E -10 BYDRa¢m r E IIW IBS /ACRE GRAPHIC SCALE COMMON NEGR u ANNUAL RYELF -3 95 dduffN CLONE 10 QO FoRTUDIR 1 FIBER 1 (IX .) TAWFTER NO iRt - YY R D=CROnON SE -5 Fiber Roils Stabilized Construction Entrance /Exit TC -1 SE -SO Storm Drain Inlet Protection Storm Drain Inlet Protection SE -10 w y" l� .1A, B -P a ,. �. _— TP rALLSr _ •am .a. �• J !—_ :u -- � r,....':, I ) _ PLAT, _- e.i ...... 61 Hann a-Brunetti I Ham. •Clw EngFesa. Iona Bumpn• V6RP. SCALE: •Cmcbuction Mma9�• DESIGNED) BY GiboY CWIRCm1a (909) M2 -21]] mcxm W. TOWN OF LOS CA T 0 5 JANUARY 2014 Erosion Control Plan 16268 Los Gatos Blvd - apn 532 -06 -060 SANTA C L A R A COUNTY CALIFORNIA 7 ] r W 1 RE.9.i SY Town revs. R 12 -10-13 1 2 3 EXWUN CMU wN to ramai 2 I � Nl Reference Note Schedule as 2 SYMBOL DESCRIPTION QTY DETAIL Q Split -lace CMU well seclon 1 x0 Steel or woof panel fence section }$ I 0 Existing tree os u9 3 2' ved oeang line N^ I ca A3 I oB9 1 2 ® 5 i i I I a I I I I 1 I I 2 I I I I I O T 3 I U a C 1 2 LL 5 I I Q) i .0 o s 3 A � U m m o El 00 on i0 0 0 w 0 Dw 5-2513 wM sm.1' =10' -0' _ Lyv dean MF JN Id GabeeM T • L1.0 ° ^�e�' 6" dia post footings will have minimal impact to tree roots when compared to a continuous concrete _ Tree trunks CMU wall footing Existing oak trees Steel panel fence Split -face CMU wall + ' Planter area `Curb Parking spaces Steel Panel Fence Wood Panel Fence 9 x N C 6 O N > N U W c � LL c LL c0 m _o � U m v -O m m o N O C7 M o m V m Co N N J M 0 om S2S13 JM Lm GNm &y L1.1 U1 M' x' I �I �i SYMBOL MANUFACTURERIMODEU DESCRIPTION Ow REN4IX15 IRRIGATION SCHEDULE CRITICAL ANALYSIS 12 13' 9 -10 SYMBOL MANUFACTUREWMOOEI-DESCRIPTION OTY PSI Generated 201"1- 2109:25 as a a w w O Rain Bird 18125 14- RS SO Series 81 30 P.O.C. NUMBER01 Yplastic,Glotalal Valves. Low Flow Shrub Spray 12.0- Pop-Up Sprinkkrwith Cotvtolded Water Source Information: Wiper Seal. 1Y2' NPT Female Threaded Ire. With SaaI-A -Made Check Valve, and Pressure Regulating FLOW AVAILABLE Device. Water Meter Size: 1' Wilkins 975XL 1 -11T 1 Flow Available: 18.20 gpm or p1� & m Ran Bird 1812SA PRS 15 Ship Series 27 30 or ra x8 Shrub Spray 12.0' Pop-Up Sprinkler whi Co-MOldad PRESSURE AVAILABLE Cu Wiper Seal. 12' NPT Female Threaded Inlet WM St.& Pressure at POC: 65.0 psi SBeIA -Mans Check V.I and Pressure R,.hrmg t- EI.Wn Change: 1.00 fl Devks. Sandiest Una Slze: 1' 0 0 0 Length of SerAm Una: Length 20.03 8 18 Station Outtloorllndom Controller, Heavy Grade, s BIM 1812SAM -PRS 5 Series MM 27 30 Pressure Available: 82.00 psi as Shmb Spray 12.W PopAlp Sprinkler with Co-Mdded Wiper Seal. 12' NPT Female Threaded Inlet- With ® DESIGN ANALYSIS a E Sksd - afic Check VaNe, and Pressure Regulating Maximum Sta6an Flow: 15.65 gpm W less Rain Sensor. Mount as noted or appmveq Device. Flow Available at POC. 18.20 aph, 9 usecontmeerpoweroropkmalbans former. Residua Flow Available: 2.55 gpm s ®® Rain Bird 1812 - SAM -PRS 8 Series Mpg 22 30 Idgatk n Lateral Line: PVC Class 200 1,2521.f. ° Shmb Spray 12 0' Pop41p Sprinkler w1th Co-Moded Cheat S aum.: 10 ta Wper Seal. 112- NPT Female Threaded Inlet. With Design Preastme: 30.00 psi E' Seal adc Check Valve, and Pressure Regulating LDSS EleV. high head to valve: 0.00 psi 8 Device. Pipe Loss Critical Head: 2.45 psi £ j ® ® ®�� Loss Fitting Factor. 025 psi y 3 0 Ram Bid 1912 -SAM -PRS 12 Series MPR 14 ]0 Loss through VaNar 3.90 psi a° ' Shrub Spray 12.0' Pop41p Sprinkler with Co-Molde l Pressure Rep. at Critical Station: 36.59 poi a Wiper Seal. 1n' NPT Female Threaded IMat With Loss for Flttirgs: 0.36 psi wns budwn. SeekA-MatiO Check Valve antl Pressure Regulating Loss ra Main Line: 3.61 psi pS Device. Loss Inc POC to VaNe Elevadkm: 0.00 psi �T m eOv rT Rain Bird 1812SAM -SAM ADJ 7 W Loss for[.. k w: Loss for Water Meter: 13AD psi 1.33 pa Shmb Spray 12.' Pop-up Sprnkder with CoAfidded Critical Statim Pressure at POC: 5529 pa Vats SRe Wiper Seal. 1Y NPT Female Threaded inlet With Pressure Available: 8200 psi (/f N VALVE SCHEDULE Seats -Matic Check VaNe, and Pressure Regulating Residual Pressure Available : 6.71 psi O(9 ed on Co 0 Device. Awe --tae- Rain Bid 18125AM -PRS ADJ 5 30 se-wa 4 tZ -MA Shrub Spray 12.P Pop-Up Spriniderwgh Co-MOlded dO c� NUMBER MODEL SIZE TYPE WIRE PSI PSI 0POC Wiper Seal. 1p NPT Female Threaded Inlet. With HEAD ELEV VALVE ELEV PRECIP SeaA-Mabc Check VaNe, and Pressure Regulating Rain Eire PEB P Shmb Spray 80.9 31.80 5.8 0.00 a 0.00 fl 1.35 kvh Device. J ` J 2 Ran Bird PER 1' Shmb Spray 33.4 34.13 47.86 4.26 n >y If 9 Rein Not RWSB-C 19 20 3 Ran Bien PEB 1- Bubbler 35.6 24.05 37.77 Root Widening System with 4.' diameter x 36.0' lag 0.00 ft 0.00 8 7.77 man Date 5 -25-13 with locking grate, semimn k] mash Wide, and check 5 Rain Bid FEB 1- Shrub Spray 40.0 34.41 48.60 7.43 O.Wit VaNe. Ran BIM babbler option as Indczted: 1001 1.43 thin 0.25 gpn, 1402 0.5 gpm, 14041.0 gpm. 1406 2.0 sme1 -10-0' 6 Rain &d FEB 1 -11r Shmb Spray 9.4 34.35 49.33 10.17 0.00 ft 0.0D ft 1.65 trim � 7 8 Rain Bid FEB 1 -1Y Shrub Spray 146.4 35.76 52.08 Rain Bbd PEB 1 -la' Shmb Spray 142.0 36.80 5529 11.04 15.65 gpm. 0.00 R 0.00 R 1.81 Wh 2.41 Inlh R 0 _� o-� o� SYMBOL MANUFACTURERIMODEU DESCRIPTION Ow C 9 Rain BIM PEB 12 Q. Yplastic,Glotalal Valves. Low Flow Operating Operatlnq Capabikty, Globe Configuration. � 2 ® Wilkins 975XL 1 -11T 1 Reduced Pressure BaWow device Cu t- C1 Irdbd MC-18E 1 C 18 Station Outtloorllndom Controller, Heavy Grade, Lockable, CaNnem and Pedestals ® Idirel RS1000 1 W less Rain Sensor. Mount as noted or appmveq usecontmeerpoweroropkmalbans former. _ Idgatk n Lateral Line: PVC Class 200 1,2521.f. Irrigation Mainline: PVC Schedule 40 3a3.e U. Pipe CIass200 63.7 Lf. A 1pipe:PVC pipe sleeve for Irrigation pipe. Pipe sleeve size shall allow for size shall n piping and their related slide t couplings W easily side though sledging maering Q) N Ederd sleeves 181ncM1es beyond edges of paving or 0 wns budwn. co m vana c.emr Vahe NUmEx j m fP N N. ve Flay Vx N m O �. Vats SRe (/f N VALVE SCHEDULE O(9 ed on Co 0 dO c� NUMBER MODEL SIZE TYPE WIRE PSI PSI 0POC GPM HEAD ELEV VALVE ELEV PRECIP 1 Rain Eire PEB P Shmb Spray 80.9 31.80 5.8 0.00 a 0.00 fl 1.35 kvh J ` J 2 Ran Bird PER 1' Shmb Spray 33.4 34.13 47.86 4.26 0.0 it 0.008 0.99 kdh 3 Ran Bien PEB 1- Bubbler 35.6 24.05 37.77 4.00 0.00 ft 0.00 8 7.77 man Date 5 -25-13 4 Ran Bid FEB 1- Shmb Spray 37.7 34.02 47.71 3.54 0.00It 0.00 It 0.87 ihh 5 Rain Bid FEB 1- Shrub Spray 40.0 34.41 48.60 7.43 O.Wit 0.00 ft 1.43 thin sme1 -10-0' 6 Rain &d FEB 1 -11r Shmb Spray 9.4 34.35 49.33 10.17 0.00 ft 0.0D ft 1.65 trim � 7 8 Rain Bid FEB 1 -1Y Shrub Spray 146.4 35.76 52.08 Rain Bbd PEB 1 -la' Shmb Spray 142.0 36.80 5529 11.04 15.65 0.00 fl 0.00 fl 0.00 R 0.00 R 1.81 Wh 2.41 Inlh R 0 _� o-� o� 9 Rain BIN FEB 1' Bubbler 146A 24.19 38.4 3.50 0.00 fl 0.00 ft 7.78 InAd 10 Ran Bled FEB 1 -12' Shrub Spray 144.2 34.09 50.22 10.66 0.008 0.00 It 1.781ruh ,deb I S. e. 11 Ran BIN PEB 1' Shrub Spray 184.5 33.91 47.56 2.28 0.00 ft 0.00 ft 1.911 d1h ♦ �& 4 great 12 Rain BIN FEB 1- SM1mb Spray 189.2 36.22 52.13 Ged SIMWra 343.8 14.10 0.00 ft 0.00 fl 4.05 Mb .N._ 01 �O L ^ L O a or w Bamboo rool bander, see Detail 2, N 0 IIE 1 N Wr_vr1Yy:ta mWr TREES CODE OTT COMMON NAME /BOTANICAL NAME CONT CE 1 Eastern Redbud kkuftl nk l Cards..densis 24-box PV 12 Purple Leaf Plum I Proms owasHere'Kreuter Vesuvius 24•box SHRUBS CODE CITY COMMON NAME) BOTANICAL NAME cow AR 11 Bank Cataaw I Amda reddens 1 gal 3 8L 12 Lima Gbw Saroertyl Berbetls MUnbegA'Llme Glow' lgal CT2 6 Bailey Ran Twigged Dogwood I Camus stabnifers Baile,i 1 gal CF 4 Yello gDagwaod/ Comus stolonNe2'Flaviramea 5gal DA ] Tasmanian Tree Fem / DkksoMa antam6ca 5 gal FM3 6 Creaping Fig / Ficus pumga minima 5gal - PF 16 Boston byI Padhermissus trkuspidata 'Fenway Park' 5gal PB 54 Bronze Baoy Naw Zealand Flax I Phormlum Wax'Srome Baby 1 gal PH 20 Henan Bamboo l Phyllostachys Ngra'Henon' 5 gal PI 19 Holly Leaf Chen, / Pmnus Anficlia ilicifolia 5'.1 PL 4 Catalina Chen,/ Pmnus llkifolla"m 5ga1 RS 112 Springtime Indian Hawthorne I Rhaphiotepis Ndlw'Spnngbme' 5 gal RF 16 Rose /Raka x wer Carpet Red* I l= e _ posts Fence to be at drip line where possible and no less than 5. trunk di.. narge plastic, :onstn¢tion mesh heel T' posts set @ 4' OC n Tree Protection Fencing Note: Tree protective fandng Rain in place before start NTS demolition and is to remain in place throughout Constnwtlon PLANT SCHEDULE SHRUBAREAS CODE OW COMMON NAME I BOTANICAL NAME CONT SPACING AP 73 Prostrate Glossy Abell. l Abell. x grerMiisas Pres6a18' Igal 30•o.c DE 56 Autumn Fem / D,optens erYthascre 1 gal 24• o.c. W2 139 Big Blue Lily tun / Linope musoul'Blg Blue' 1gal 12•o., RA 56 Leather Leaf Fem I Rumohm adlardlumais 1 gal 24• o.c. GROUND COVERS CODE OTY COMMON NAME I BOTANICAL NAME CONT SPACING alHH 1.093 Hear's English ivy/ Had.. helix'Hahn's Vadegand' net 0•o.c. EMTA 155 Star Jasmine/ Trechelospennum asizticum 1 gal 16•o.c. EsTJ2 35 Chinese Star Jasmine/ Tmchekspermum lasmineMes 1gal 30•o.c. n.mmow.P 9Wt F�eaGam BM., Pp4u CA BAMBOO ROOT BARRIER � +¢•ea Leesurvrar 5 �_ a as ar cpa'� RE.SoNs Town revs. C 03 a a1 c m 11111 m .0 0 ✓T m � U m v M Fa O In S om f6 O p J ro 0 ome 5.25 -13 sma 1• =1d -0' warn oaF kL Us GYm 3rM L3.0 ]I Sleea UTEQ �N- 7 TM T SHRUB PLANTING .C. 701.FY I. ArWATE. I., .1 I0.Elel. EATI'1ESdL M1% puVXX4� � KKE: IMOED WIRE I.ROUGH �It M 'MNCH—AEA R.NNNOR WIPON. KEEP MULCH FREE �. I SET ROOi0.41 CROMN, 2' DMETOt -COGEPOI.E NNE i KEEP MUL HOfi` - 5- TREATED TREE WW . SET, A 6- IVOKIS AT TEE NERPEND"TAR TO NNVVNIJNG C) No. > > REMOVE FUNNIER, STAKE W THE FINISHED XI END OF MWMNI .---LCN WATER WELL M 0 0 1" M�E. A� M.00ING -0 4' FION. WATER WEL1. ROPE RMSFED GM0E INJURY TWJNK, AREA V 3. J TO 0 71 FOOT DW KII laFGNI F.NG AE PEA ROOTHW. P.FNTNM DETXL A110 WAGE TO �.E FNNDT IVU W. THE SUPPORT STAKES. mw� To Z* � STAKING DETAIL KEEP MULCH FREE �. I SET ROOi0.41 CROMN, i KEEP MUL HOfi` - 5- A 6- IVOKIS AT TEE �,H.ER V�NPUNOM. C) FROM = F TREE. > > TfK.K, FINISHED XI 0 .---LCN WATER WELL M 0 0 4' FION. WATER WEL1. ROPE RMSFED GM0E AREA V 3. J TO 0 AT WKIILL AWAY FROM 6 NIGH WATER DW KII laFGNI ROOTHW. WELL AT SH" AREXIL mw� To Z* � FINNED CIFIVE AT WATER W� AT SHRUM. PNISFM GRADE. co ROOTPPLI PWff TAQLm D{CKFlIl "IN MTWE sm AME.OED WIVE SOL SOL NATIVE G T . SOL MIX ENT Lz:�.705 ze �X FIRMILY COMPiZTED. ICU (U NATNE 500. MIX 0 1 : 80 -T-m `.v Ww.�. 72' ,X . .............. ..... ... .... 12� P!A14T PIT OETAIL NATIVE SHRUB PLANTING TREE PLANTING DOUBLE STAKE C) CD > > CO 0 M 0 0 (D 0 J TO 0 D.I. &25-13 DW KII laFGNI REVISIONS 8/06/19 0 G A U O Cal O � O z � O Kt {� ?�C9t k DATE: 5/15/15 SCALE:P EHO JOB NO. PLANSHEET A-3 OF k BEVLSlONS 8/06/13 10/02/13 11/21/19 METAL SMAPED 3TLR5 MF M&.T LIMIT TILE veraL sHAP® sravrs • urreR 1 �PILASTER9 X 991' -Y CEILM6 XEI6XT1� ST PILASTHin �SMOOM STUCCO FINISH LPRO TINE LINTEL! ENTRY 9MOOM 9TX40 FINI9X FOR'lR441 PfIGtD3URE TLB ABOVE PARKING ENTRY \\ LONS¢BD METAL VENTS LEFT ELEVATION SCALE: 1/5" = 1' -0" 99' NEI6HT LIMIT ROOF TIL SGIARE MB�a. 6UTTSR4 �CONCREf£ — -T• 1996• 7` �MI6M6T POMT ALUM. FRAMED PUNOOY£a �SMO STCCO FMEM STUCCO FMIBX LOUVp¢ED MEFAL V0VT9 RIGHT ELEVATION SCALE: 1/S" - T -0" Q z z � 0 u 0 � O o o z C) Q O 11f, i �s DATE: 5/19/13 SCALE: AB BHOP6 JOB NO. SHEET A -4 OF T- wi 5s6' -rx XIGNE3�T PgNT - 9 31t' _ ----S-MZLC�NT LIMIT EARIGNG GARAGE 94' NEIGNT LIMR SECTION A SCALE: 1 /5" = T -0'• - - -- -- -- --- 55' XEIGN�rc- -- -- - -- --- HALL MEN SECTION B SCALE: 1/6" = T -0" li REVISIONS 8/06/13 10/02/19 11/21/19 Y 'e 9 d; F W Q a z Qz � ., CQ u on o U 0 o o z Q O 111g, $E g, Mill!" P ill!" DATE: 5/15/15 SCALE A9 EHV JOB NO. SHEET A -5 OF (SEE STREETSCAPE BELOW) STREETSCAPE —PLOT PLAN SCALE: 1" =SO' STREETSCAPE SCALE: 1/16" = 1' -0" REVISIONS 8/06/15 C. 1 11/31/15 1 z � A O 6 O � O 3 � O If is )AM 5/15/15 :CALF: ASS 0" A -6 OF t SHADOW STUDY: DECEMBER 21 @ 9:00am SHADOW STUDY: DECEMBER 21 @ 3:00pm REVISIONS 8/06/13 to /ov13 n /zv13 R Qa z d ai u �D v U O E F o o F 191,tS € IS i�:�96 93 )ATE: 5115115 *NOTE: SHADOW STUDIES FOR JUNE 21 SHOW NO SHADOW ON NEIGHBORING PROPERTIES. SHADOW STUDIES SHEET x� A -7 : vts ^= r-o^ OF