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06 Attachment 1 - January 8, 2020 Planning Commission Staff Report, with Exhibits 1-12PREPARED BY: Erin Walters Associate Planner Reviewed by: Planning Manager and Community Development Director 110 E. Main Street Los Gatos, CA 95030 ● (408) 354-6872 www.losgatosca.gov TOWN OF LOS GATOS PLANNING COMMISSION REPORT MEETING DATE: 01/8/2020 ITEM NO: 2 DATE: January 3, 2020 TO: Planning Commission FROM: Joel Paulson, Community Development Director SUBJECT: Architecture and Site Application S-18-052. Project Location: 15365 Santella Court. Applicant: Hari Sripadanna. Property Owner: Christian and Hellen Olgaard. Project Planner: Erin Walters. Requesting approval for construction of a new single-family residence and removal of large protected trees on a vacant property zoned HR-2 1/2:PD. APN 527-09-036. RECOMMENDATION: Approval, subject to the recommended Conditions of Approval. PROJECT DATA: General Plan Designation: Hillside Residential Zoning Designation: HR-2½:PD Applicable Plans & Standards: General Plan; Hillside Development Standards and Guidelines Parcel Size: 2 acres Surrounding Area: Existing Land Use General Plan Zoning North Residential Hillside Residential HR-2½ South Residential Hillside Residential HR-2½:PD East Residential Hillside Residential HR-2½:PD West Undeveloped Hillside Residential HR-2½:PD ATTACHMENT 1 PAGE 2 OF 10 SUBJECT: 15365 Santella Court/S-18-052 DATE: January 3, 2020 CEQA: An Environmental Impact Report (EIR) was prepared for the Planned Development and was certified by the Town Council on December 19, 2005. No further environmental analysis is required for the individual lot development. FINDINGS:  As required by the Hillside Development Standards and Guidelines that the project complies with the Hillside Development Standards and Guidelines.  As required by the Hillside Specific Plan.  As required by Planned Development Ordinance 2237. CONSIDERATIONS:  As required by Section 29.20.150 of the Town Code for granting approval of an Architecture and Site application. ACTION: The decision of the Planning Commission is final unless appealed within ten days. BACKGROUND: The subject property is lot 9 in the Highlands of Los Gatos, a 19-lot Planned Development (PD), originally approved by the Town Council in 2005. On March 17, 2015, the Town Council approved Ordinance 2237, a request to modify the existing PD to allow the use of color averaging for non-visible homes within the development. The property is at the north end of Santella Court (see Exhibit 1). The Architecture and Site application has been referred to the Planning Commission to allow additional consideration of the hillside home, which is the largest in terms of square footage in the Highlands PD and approaches the threshold for a visible home per the Hillside Development Standards and Guidelines (HDS&G). PROJECT DESCRIPTION: A. Location and Surrounding Neighborhood The subject site is a vacant lot located on the northern end of Santella Court (Exhibit 1). Single-family homes are located to the north, east, and south of the subject property. Vacant property is located to the west of the subject property. PAGE 3 OF 10 SUBJECT: 15365 Santella Court/S-18-052 DATE: January 3, 2020 PROJECT DESCRIPTION (continued): B. Project Summary The applicant is proposing to construct a new 5,840-square foot two-story single-family residence with an attached garage. The proposed house would be located at the northern end of the vacant hillside property. The proposed residence would have a maximum height of 22 feet. The project does not require any exceptions to the HDS&G. C. Zoning Compliance A single-family residence is permitted in the HR-2½:PD zone. The proposed residence is in compliance with the allowable floor area for the property. Additionally, the proposed residence is in compliance with height, setbacks, and on-site parking requirements. DISCUSSION: A. Architecture and Site Analysis The applicant is proposing to construct a new 5,840-square foot single-family home, with 5,529 square feet of living area, 756 square feet of below grade area, and a 711- square foot attached garage. A floor area table for countable square footage for the proposed home is shown below. Floor Area Table Proposed Square Footage Counts as FAR Lower Level 2,696 2,696 Upper Level 2,833 2,833 Subtotal 5,529 5,529 Below Grade* 756 0 Attached Garage** 711 311 Total 5,840 s.f. * Pursuant to Sec. 29.10.020, floor area means the entire enclosed area of all floors that are more than four feet above the proposed grade, measured from the outer face of exterior walls or in the case of party walls from the centerline. ** Pursuant to the HDS&G a garage up to 400 square feet in area is not included in the floor area ratio calculation. PAGE 4 OF 10 SUBJECT: 15365 Santella Court/S-18-052 DATE: January 3, 2020 DISCUSSION (continued): The project proposes a contemporary architectural style to blend with the natural surroundings. Proposed materials include a green roof with single ply membrane roofing, steel fascia, iron and gray colored stone cladding panels, and oxidized metal aluminum doors and windows, see Sheet A118 of Exhibit 12. A color and materials board will be available at the public hearing. Please see the applicant’s project description (Exhibit 4) and letter of justification (Exhibit 5) for additional information regarding the proposed project. B. Building Design The Town’s Consulting Architect reviewed the proposed contemporary style project (Exhibit 7). The Consulting Architect had no issues or concerns and stated in the report, “that the proposed design would be similar to the recently approved home at 15358 Santella Court.” The Consulting Architect also stated, “that in contrast to the adjacent house which has its upper floor at street level, this proposed house would be located substantially down the hillside and the house forms step down the hillside slopes, as specified in the HDS&G.” Additionally, the Consulting Architect reported the project incorporates high quality materials and details and had no recommendations for changes. C. Height The proposed location of the residence is at a lower grade than the street level and appears as one-story from Santella Court and two-stories at the side and rear elevations. The maximum height of the proposed residence is 22 feet where the maximum allowed height for homes in the hillside area is 25 feet. Per the HDS&G, the maximum height of a building’s tallest elevation shall not exceed 35 feet measured from the lowest part of the building to the highest point. The proposed residence would have a maximum low to high height of 28 feet. Building Height Proposed Allowed per HDS&G Height 22 ft. 25 ft. max. Low to High Height 28 ft. 35 ft. max. PAGE 5 OF 10 SUBJECT: 15365 Santella Court/S-18-052 DATE: January 3, 2020 DISCUSSION (continued): D. Neighborhood Compatibility The Highlands PD contains one and two-story residences and includes a mix of architectural styles. Lot sizes within the Planned Development and immediate area range from 1.09 to 5.05 acres. Based on Town and County records, the total countable square footage for residences located in the Highlands PD and the immediate area range from 4,881 square feet to 6,009 square feet. The applicant is proposing a residence with 5,840 of total countable square footage on a two-acre parcel, resulting in the largest home in terms of square footage in the Highlands PD. The adjacent residence at 15500 Francis Oaks Way, located outside of the Highlands PD to the north and at a grade approximately 110 feet below subject property, is larger than the proposed house with 6,009 of countable square feet. Pursuant to the HDS&G, the maximum house square footage for the lot size is 6,000 square feet. The table below reflects current conditions of the homes in the immediate area and in the Highlands PD. The homes in the immediate area are highlighted. Immediate Area and Highlands Planned Development PD Lot Address House SF *Garage SF **Total Countable SF Site SF FAR 1 15685 Shady Ln. 4,457 904 4,961 89,226 0.05 2 15672 Shady Ln. 4,652 737 4,989 94,220 0.05 3 15644 Shady Ln. 4,796 1,172 5,568 176,242 0.03 4 15657 Shady Ln. 4,169 1,120 4,889 99,566 0.04 5 15615 Shady Ln. 4,658 740 4,989 80,730 0.06 6 15315 Santella Ct. 4,534 817 4,951 75,006 0.06 7 15343 Santella Ct. Vacant N/A N/A N/A 66,336 N/A 8 15371 Santella Ct. Vacant N/A N/A N/A 65,886 N/A 10 15358 Santella Ct. Under Construction 4,401 876 4,877 114,871 0.04 11 15330 Santella Ct. 4,625 746 4,971 60,493 0.08 12 15310 Santella Ct. 4,660 1,011 5,271 60,493 0.08 13 15415 Santella Ct. Vacant N/A N/A N/A 45,467 N/A 14 15574 Shady Ln. 4,574 784 4,958 83,402 0.05 15 15588 Shady Ln. 4,508 802 4,910 62,078 0.07 16 15602 Shady Ln. 4,331 950 4,881 65,913 0.07 PAGE 6 OF 10 SUBJECT: 15365 Santella Court/S-18-052 DATE: January 3, 2020 *The garage square footage numbers in the table include 400 square feet of exempt square footage. **The total square footage numbers in the table do not include below grade square footage or a garage up to 400 square feet in area. The proposed residence would not be the largest FAR in the Highlands PD or the immediate neighborhood. The proposed residence would be the largest home in terms of square footage in the Highlands PD, however, it would not be the largest in terms of square footage in the immediate neighborhood. The applicant has provided justification for proposing the largest home in terms of square footage in the Highlands PD in Exhibit 5. The proposed location of the house is at a lower elevation than the existing homes located at street level, therefore reducing the visibility of the residence from street view. E. Site Design The subject property is a triangular-shaped corridor lot sloping downward from the north end of Santella Court. The property takes access though a private driveway downhill to the proposed site of the residence. A performance standard of the Highlands Planned Development requires, “new homes to be sited within the grading envelopes shown of the Official Development Plans unless it can be demonstrated that another location is more appropriate for the lot. The burden of proof is on the applicant to justify any deviation from the approved grading envelope.” The applicant has provided justification for siting the home north of the approved grading envelope (Page 5 of Exhibit 5). Due to the corridor lot shape and length of the private driveway, the Santa Clara County Fire Department requires a fire engine turnaround area that does not exceed five percent slope. The building was sited further north to accommodate the required fire engine turnaround area and to accommodate a 17-percent driveway slope for fire engine access, which has been approved by the Santa Clara County Fire Department. The applicant designed a linear mass for the home to minimize impact to existing trees and reduce site grading. The proposed building location is located within the site’s Least Restrictive Development Area (LRDA) per the HDS&G. 17 15630 Shady Ln. 4,712 686 4,998 92,771 0.05 18 15685 Gum Tree Ln. 4,590 807 4,997 179,921 0.03 19 15675 Gum Tree Ln. 4,602 765 4,967 93,552 0.05 9 15365 Santella Ct. 5,530 711 5,840 87,475 0.06 N/A 15500 Francis Oaks Wy 5,897 512 6,009 219,978 0.03 PAGE 7 OF 10 SUBJECT: 15365 Santella Court/S-18-052 DATE: January 3, 2020 DISCUSSION (continued): F. Tree Impacts The development plans were reviewed by the Town’s Consulting Arborist (Exhibit 8). The project proposes to remove fourteen protected trees, of which five are considered to be large protected trees. The initial arborist report included fifteen trees to be removed; however, the applicant has since modified the plans to retain tree #665. The fourteen protected trees (Blue Oaks - #652, #653, #656, #660, #662, #668, #671, #675, #676, #677, #679, #680, and #690 and Coast Live Oak - #691), are proposed to be removed to accommodate the proposed residence, driveway, and fire truck turn around. If the project is approved, replacement trees would be required to be planted pursuant to Town Code. An Addendum report was prepared by the Consulting Arborist regarding the health of the existing trees located along the rear and side downward slope of the lot proposed to remain. The Consulting Arborist was not able to get close enough to inspect the health and condition of each individual tree due to the dense and nearly impenetrable brush. However, the Consulting Arborist was able to provide an evaluation of the grouping of trees based on their size, color, and crown. The Arborist stated that the area contains a stand of Coast Live Oaks, approximately 25 to 35 feet tall that would appear to be considered to be in good condition with dense crowns and normal foliar color and size. Along the northwest portion on the lower slope there are three Blue Oaks, approximately 30 feet tall, that are in fair to good condition (Exhibit 9). Tree protection measures are incorporated as conditions of approval (Exhibit 3) to protect the trees proposed to remain on the subject property and within the development area. G. Visibility Pursuant to the HDS&G, a visible home is defined as a single-family residence where 24.5 percent or more of an elevation can be seen from any of the Town’s established viewing areas. The applicant’s visibility analysis illustrates that the proposed home would not be visible from the southwest corner of the intersection of Blossom Hill Road and Los Gatos Boulevard viewing area and would be 24 percent visible from the northwest corner of the of Selinda Way and Los Gatos - Almaden Road viewing area (Exhibit 10). Pursuant to the requirements of the View Analysis section of the HDS&G, the applicant installed story poles on-site that identified the proposed building. PAGE 8 OF 10 SUBJECT: 15365 Santella Court/S-18-052 DATE: January 3, 2020 DISCUSSION (continued): The applicant took photographs of the project site from the established viewing platform located at the Northwest corner of Los Gatos-Almaden Road and Selinda Way with a 50 MM and a 300 MM lens. The photographs and computer modeling were then aligned to determine the areas of the proposed residence that would be visible, excluding any trees that are proposed to be removed or are in poor condition (Exhibit 10). The existing trees that have been identified in the photographs as providing screening for the proposed single- family residence are rated in good or fair condition and are proposed to remain. As discussed in the Tree section of the report, the Consulting Arborist was not able to get close enough to the stand of trees along the rear and side downward slope to inspect the health and condition of each individual tree; however, overall, he found the grouping of Coast Live Oaks and Blue Oaks to be in fair to good condition with dense crowns and normal foliar color and size. The applicant has labeled the trees included on the subject property in the Visibility Analysis as X1, X2, Y1, Y2, Y3, Z5, and Z3. Three trees used in the Visibility Analysis, trees Z2, Z4, and Z6 are not located on the subject property (Sheet 17 of Exhibit 10). The applicant’s methodology complies with the current methodology to not use trees in poor condition in the Visibility Analysis. H. Neighbor Outreach The applicant reached out to their neighbors and provided copies of the three responses they received (Exhibit 11). I. CEQA Determination An Environmental Impact Report was prepared for the Planned Development and was certified by the Town Council on December 19, 2005. No further environmental analysis is required for the individual lot development. PUBLIC COMMENTS: Story poles and signage were installed on the site and written notice was sent to property owners and tenants located within 500 feet of the subject property. No public comments were received by 11:00 a.m., Friday, January 3, 2020. PAGE 9 OF 10 SUBJECT: 15365 Santella Court/S-18-052 DATE: January 3, 2020 CONCLUSION: A. Summary The applicant is requesting approval of an Architecture and Site application to construct a single-family residence on a vacant lot within the Highlands PD. As proposed, the project would create the largest home in terms of countable square footage in the Highlands PD with a proposed 5,840-square foot residence. However, the proposed project would not be the largest home in terms of square footage in the immediate area as the adjacent downhill residence is larger. Due to the property configuration and downward sloping topography of the subject site the proposed residence would be located below street level from Santella Court. The project is consistent with the Zoning, General Plan, applicable HDS&G, Hillside Specific Plan, and Highlands PD Ordinance 2237. The proposed project does not request any exceptions. B. Recommendation Based on the analysis above, staff recommends approval of the Architecture and Site application subject to the recommended conditions of approval (Exhibit 3). If the Planning Commission finds merit with the proposed project, it should: 1. Make the finding that no further environmental analysis is required (Exhibit 2); 2. Make the finding that the project is in compliance with the Hillside Development Standards and Guidelines (Exhibit 2); 3. Make the finding that the project is in compliance with the Hillside Specific Plan (Exhibit 2); 4. Make the finding that the project is in compliance with the Highlands Planned Development Ordinance 2237 (Exhibit 2); 5. Make the required considerations as required by Section 29.20.150 of the Town Code for granting approval of an Architecture and Site application (Exhibit 2); and 6. Approve Architecture and Site Application S-18-052 with the conditions contained in Exhibit 3 and the development plans in Exhibit 12. C. Alternatives Alternatively, the Commission can: 1. Continue the matter to a date certain with specific direction; or 2. Approve the application with additional and/or modified conditions; or 3. Deny the application. PAGE 10 OF 10 SUBJECT: 15365 Santella Court/S-18-052 DATE: January 3, 2020 EXHIBITS: 1. Location Map 2. Required Findings and Considerations (one sheet) 3. Recommended Conditions of Approval (16 sheets) 4. Project Description, received on December 11, 2019 (two sheets) 5. Letter of Justification, received December 16, 2019 (14 sheets) 6. Project Data (one sheet) 7. Consulting Architect’s Report, received November 14, 2018 (six sheets) 8. Consulting Arborist’s Report, dated November 29, 2018 (37 sheets) 9. Consulting Arborist’s Addendum Report, dated August 20, 2019 (eight sheets) 10. Visibility Analysis, received December 10, 2019 (28 sheets) 11. Applicant’s neighbor outreach efforts, received November 18, 2019 (four sheets) 12. Development Plans, received November 15, 2019 (29 sheets) SHADY LNAVENIDA LAGOFRANCIS OAKS WY SANTELLA D RSANTELLA CTAVENIDA CRESTA15365 Santella Court 0 0.250.125 Miles ° EXHIBIT 1 This Page Intentionally Left Blank PLANNING COMMISSION –January 8, 2020 REQUIRED FINDINGS & CONSIDERATIONS FOR: 15365 Santella Court Architecture and Site Application S-18-052 Requesting approval for construction of a new single-family residence and removal of large protected trees on a vacant property zoned HR-2 1/2:PD. APN 527-09-036. PROPERTY OWNER: Christian and Hellen Olgaard APPLICANT: Hari Sripadanna FINDINGS Required findings for CEQA: ■An Environmental Impact Report (EIR) was prepared for the Planned Development and was certified by the Town Council on December 19, 2005. Required technical reviews (arborist, architect and geotechnical) have been completed for the project and no further environmental analysis is required for this application. Compliance with Hillside Development Standards and Guidelines (HDS&G): ■The project is in compliance with the HDS&G. Compliance with Hillside Specific Plan ■The project is in compliance with the Hillside Specific Plan in that it is a single-family residence being developed on an existing parcel. The proposed development is consistent with the development criteria included in the Specific Plan. Compliance with the approved Planned Development ■The project is in compliance with the approved Planned Development (Ordinance 2237). CONSIDERATIONS: Considerations in review of Architecture & Site applications: ■As required by Section 29.20.150 of the Town Code, the considerations in review of an Architecture and Site application were all made in reviewing this project. N:\DEV\FINDINGS\2020\Santella 15365.doc EXHIBIT 2 This Page Intentionally Left Blank PLANNING COMMISSION – January 8, 2020 CONDITIONS OF APPROVAL 15365 Santella Court Architecture and Site Application S-18-052 Requesting approval for construction of a new single-family residence and removal of large protected trees on a vacant property zoned HR-2 1/2:PD. APN 527-09-036. PROPERTY OWNER: Christian and Hellen Olgaard APPLICANT: Hari Sripadanna 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 and noted as received by the Town on November 15, 2019. Any changes or modifications to the approved plans shall be approved by the Community Development Director, the Development Review Committee, the Planning Commission, or Town Council, depending on the scope of the changes. 2.EXPIRATION: The approval will expire two years from the approval date pursuant to Section 29.20.320 of the Town Code, unless the approval has been vested. 3.OUTDOOR LIGHTING: Exterior lighting shall be kept to a minimum, and shall be down directed fixtures that will not reflect or encroach onto adjacent properties. No flood lights shall be used unless it can be demonstrated that they are needed for safety or security. The lighting plan shall be reviewed during building plan check. 4.EXTERIOR COLOR: The exterior colors of the house shall not exceed an average light reflectivity value of 30 and shall blend with the natural vegetation in conformance with the approved PD Ordinance 2237. 5.LRV DEED RESTRICTION: Prior to the issuance of a building permit, a deed restriction shall be recorded by the applicant with the Santa Clara County Recorder’s Office that requires all exterior colors to be maintained in conformance with the approved PD Ordinance. 6.GENERAL: All existing trees shown on the plan and trees required to remain or to be planted are specific subjects of approval of this plan, and must remain on the site. 7.MAINTENANCE AGREEMENT: Following the issuance of a certificate of occupancy, the property owner shall execute a five-year maintenance agreement with the Town that the property owner agrees to protect and maintain the trees shown to remain on the approved plans, trees planted as part of the tree replacement requirements, and guarantees that said trees will always be in a healthy condition during the term of the maintenance agreement. 8.TREE DEED RESTRICTION: Prior to issuance of a building permit, a deed restriction shall be recorded by the applicant with the Santa Clara County Recorder’s Office that identifies the on-site trees that were used to provide screening in the visibility analysis EXHIBIT 3 and requires their replacement if they die or are removed. 9. TREE REMOVAL PERMIT: A Tree Removal Permit shall be obtained for any trees to be removed, prior to the issuance of a building or grading permit. 10. ARBORIST REQUIREMENTS: The developer shall implement, at their cost, all recommendations made by Richard Gessner, identified in the Arborist report, dated as received November 29, 2018, and the supplemental Arborist report, dated as received August 20, 2019, respectively, on file in the Community Development Department. A Compliance Memorandum shall be prepared by the applicant and submitted with the building permit application detailing how the recommendations have or will be addressed. These recommendations must be incorporated in the building permit plans, and completed prior to issuance of a building permit where applicable. 11. TREE FENCING: Protective tree fencing shall be placed at the drip line of existing trees 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. Include a tree protection fencing plan with the construction plans. 12. REPLACEMENT TREES: New trees shall be planted to mitigate the loss of trees being removed. The number of trees and size of replacement trees shall be determined using the canopy replacement table in the Town Code. Town Code requires a minimum 24- inch box size replacement tree. New trees shall be double staked with rubber ties and shall be planted prior to final inspection and issuance of occupancy permits. 13. LANDSCAPE PLAN: The final landscape plan shall comply with the Hillside Development Standards and Guidelines criteria for planting (ornamental planting shall be confined to areas within 30 feet of the house, inclusive of decks, patios and driveway). 14. WATER EFFICIENCY LANDSCAPE ORDINANCE: The final landscape plan, including landscape and irrigation plans and calculations, shall meet the Town of Los Gatos Water Conservation Ordinance or the State Water Efficient Landscape Ordinance, whichever is more restrictive. The final landscape plan shall be reviewed by the Town’s consultant prior to issuance of building permits. 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. 15. BMP IN-LIEU FEE: A Below Market Price (BMP) in-lieu fee (6% of the building valuation as determined by the Building Official) shall be paid by the developer prior to issuance of an occupancy permit for the new residence. 16. FRONT YARD LANDSCAPE: Prior to issuance of a Certificate of Occupancy the front yard must be landscaped. 17. STORY POLES: The story poles on the project site shall be removed within 30 days of approval of the Architecture & Site application. 18. 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. 19. COMPLIANCE MEMORANDUM: A memorandum shall be prepared and submitted with the building plans detailing how the Conditions of Approval will be addressed. Building Division 20. PERMITS REQUIRED: A Building Permit is required for the construction of the new single- family residence and attached garage. Additional Building permits will be required for all detached structures such as swimming pools and retaining walls supporting a surcharge. 21. 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. These codes are applicable on Building Applications up to December 20, 2019. Effective January 1, 2020 the 2019 California Building Standard Code, California Code of Regulations Title 24, Parts 1-12, as amended by the Town of Los Gatos, will be applicable. 22. 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. 23. BUILDING & SUITE NUMBERS: Submit requests for new building addresses to the Building Division prior to submitting for the building permit application process. 24. SIZE OF PLANS: Submit four sets of construction plans, minimum size 24” x 36”, maximum size 30” x 42”. 25. 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. 26. 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. 27. FOUNDATION INSPECTIONS: A pad certificate prepared by a licensed civil engineer or land surveyor shall be submitted to the project Building Inspector at foundation inspection. This certificate shall certify compliance with the recommendations as specified in the Soils Report, and that the building pad 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 28. 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. 29. TOWN RESIDENTIAL ACCESSIBILITY STANDARDS: New residential units shall be designed with adaptability features for single-family residences per Town Resolution 1994-61: a. Wood backing (2” x 8” minimum) shall be provided in all bathroom walls, at water closets, showers, and bathtubs, located 34 inches from the floor to the center of the backing, suitable for the installation of grab bars if needed in the future. b. All passage doors shall be at least 32-inch doors on the accessible floor level. c. The primary entrance door shall be a 36-inch-wide door including a 5’x 5’ level landing, no more than 1 inch out of plane with the immediate interior floor level and with an 18 inch clearance at interior strike edge. d. A door buzzer, bell or chime shall be hard wired at primary entrance. 30. 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. 31. TOWN FIREPLACE STANDARDS: New wood burning fireplaces shall be an EPA Phase II approved appliance or gas appliance per Town Ordinance 1905. Tree limbs shall be cut within 10 feet of chimneys. 32. HAZARDOUS FIRE ZONE: All projects in the Town of Los Gatos require Class A roof assemblies. 33. WILDLAND-URBAN INTERFACE: This project is located in a Wildland-Urban Interface High Fire Area and must comply with Section R337 of the 2016 California Residential Code, Public Resources Code 4291 and California Government Code Section 51182. 34. PROVIDE DEFENSIBLE SPACE/FIRE BREAK LANDSCAPING PLAN: Prepared by a California licensed Landscape Architect in conformance with California Public Resources Code 4291 and California Government Code Section 51182. 35. PRIOR TO FINAL INSPECTION: Provide a letter from a California licensed Landscape Architect certifying the landscaping and vegetation clearance requirements have been completed per the California Public Resources Code 4291 and Government Code Section 51182. 36. SPECIAL INSPECTIONS: When a special inspection is required by CBC Section 1704, the Architect or Engineer of Record shall prepare an inspection program that shall be submitted to the Building Official for approval prior to issuance of the Building Permit. The Town Special Inspection form must be completely filled-out and signed by all requested parties prior to permit issuance. Special Inspection forms are available from the Building Division Service Counter or online at www.losgatosca.gov/building. 37. 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. 38. 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 AND PUBLIC WORKS: Engineering Division 39. 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 Owner and/or Applicant's representative in charge shall be at the job site during all working hours. Failure to maintain the public right-of-way according to this condition may result in the issuance of correction notices, citations, or stop work orders and the Town performing the required maintenance at the Owner and/or Applicant's expense. 40. APPROVAL: This application shall be completed in accordance with all 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. 41. PRIOR APPROVALS: All conditions per prior approvals (including Ordinance 2147, etc.) shall be deemed in full force and affect for this approval. 42. CHANGE OF OCCUPANCY: Prior to initial occupancy and any subsequent change in use 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 Owner/Applicant to obtain any necessary encroachment permits from affected agencies and private parties, including but not limited to, Pacific Gas and Electric (PG&E), AT&T, Comcast, Santa Clara Valley Water District, California Department of Transportation (Caltrans). Copies of any approvals or permits must be submitted to the Town Engineering Division of the Parks and Public Works Department prior to releasing any permit. 44. 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. 45. PUBLIC WORKS INSPECTIONS: The Owner and/or Applicant or their representative shall notify the Engineering Inspector at least twenty-four (24) hours before starting any work pertaining to on-site drainage facilities, grading or paving, and all work in the Town's right-of-way. Failure to do so will result in penalties and rejection of any work that occurred without inspection. 46. RESTORATION OF PUBLIC IMPROVEMENTS: The Owner and/or Applicant or their representative shall repair or replace all existing improvements not designated for removal that are damaged or removed because of the Owner and/or Applicant or their representative's operations. Improvements such as, but not limited to: curbs, gutters, sidewalks, driveways, signs, pavements, raised pavement markers, thermoplastic pavement markings, etc., shall be repaired and replaced to a condition equal to or better than the original condition. Any new concrete shall be free of stamps, logos, names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor’s sole expense and no additional compensation shall be allowed therefore. Existing improvement to be repaired or replaced shall be at the direction of the Engineering Construction Inspector and shall comply with all Title 24 Disabled Access provisions. The restoration of all improvements identified by the Engineering Construction Inspector shall be completed before the issuance of a certificate of occupancy. The Owner and/or Applicant or their representative shall request a walk-through with the Engineering Construction Inspector before the start of construction to verify existing conditions. 47. SITE SUPERVISION: The General Contractor shall provide qualified supervision on the job site at all times during construction. 48. STREET CLOSURE: Any proposed blockage or partial closure of the street 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. 49. 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. 50. INSPECTION FEES: Inspection fees shall be deposited with the Town prior to the issuance of any grading or building permits. 51. 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 Owner and/or Applicant’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. 52. 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 studies imposed by the Planning Commission or Town Council shall be funded by the Owner and/or Applicant. 53. 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 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 Owner/Applicant’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. 54. GRADING ACTIVITY RESTRICTIONS: Upon receipt of a grading permit, any and all grading activities and operations shall not commence until after/occur during the rainy season, as defined by Town Code of the Town of Los Gatos, Sec. 12.10.020, (October 15-April 15), has ended. 55. COMPLIANCE WITH HILLSIDE DEVELOPMENT STANDARDS AND GUIDELINES: All grading activities and operations shall be in compliance with Section III of the Town’s Hillside Development Standards and Guidelines. All development shall be in compliance with Section II of the Town’s Hillside Development Standards and Guidelines. 56. DRIVEWAY: The driveway conform to existing pavement on Santella Court shall be constructed in a manner such that the existing drainage patterns will not be obstructed. 57. CONSTRUCTION EASEMENT: Prior to the issuance of a grading or building permit, it shall be the sole responsibility of the Owner and/or Applicant to obtain any and all proposed or required easements and/or permissions necessary to perform the grading herein proposed. Proof of agreement/approval is required prior to the issuance of any Permit. 58. DRAINAGE IMPROVEMENT: Prior to the issuance of any grading/improvement permits, whichever comes first, the Owner and/or Applicant 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. 59. TREE REMOVAL: Copies of all necessary tree removal permits shall be provided prior to the issuance of a grading permit/building permit. 60. 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. 61. PRECONSTRUCTION MEETING: Prior to issuance of any grading or building permits or the commencement of any site work, the general contractor shall: a. Along with the Owner and/or 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. 62. RETAINING WALLS: A building permit, issued by the Building Department, located 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. 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, retaining walls, concrete slab-on-grade construction, excavation, drainage, on-site utility trenching and pavement sections. All recommendations of the investigation shall be incorporated into project plans. 65. SOILS REVIEW: Prior to Town approval of a development application, the Owner and/or Applicant’s engineers shall prepare and submit a design-level geotechnical and geological investigation for review by the Town’s consultant, with costs borne by the Owner and/or Applicant, and subsequent approval by the Town. The Owner and/or Applicant’s soils engineer shall review the final grading and drainage plans to ensure that designs for foundations, retaining walls, site grading, and site drainage are in accordance with their recommendations and the peer review comments. Approval of the Owner and/or Applicant’s soils engineer shall then be conveyed to the Town either by submitting a Plan Review Letter prior to issuance of grading or building permit(s). 66. SOILS ENGINEER CONSTRUCTION OBSERVATION: During construction, all excavations and grading shall be inspected by the Owner and/or 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 shall be documented in an “as-built” letter/report prepared by the Owner and/or Applicant’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 Owner and/or Applicant’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 Owner and/or Applicant. 68. DEDICATIONS: The following shall be dedicated by separate instrument. The dedication shall be recorded before any grading or building permits are issued: a. A Private Ingress Egress Easement (PIEE), twenty (20) feet in width, for the benefit of the neighboring Lot 8 to the west (15371 Santella Court; APN 527-09-035). b. Storm drainage and sanitary sewer easements, as required. 69. PUBLIC IMPROVEMENTS: The following improvements shall be installed by the Owner and/or Applicant. 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 permits or the recordation of a map. The improvements must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. a. Santella Court: 2” overlay from the middle of the cul-de-sac to the northern lip of gutter, or alternative pavement restoration measure as approved by the Town Engineer. 70. 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. 71. FRONTAGE IMPROVEMENTS: The Owner and/or Applicant 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. 72. UTILITIES: The Owner and/or Applicant shall install all new, relocated, or temporarily removed utility services, including telephone, electric power and all other communications lines underground, as required by Town Code Section 27.50.015(b). All new utility services shall be placed underground. Underground conduit shall be provided for cable television service. The Owner and/or Applicant is required to obtain approval of all proposed utility alignments from any and all utility service providers before a Certificate of Occupancy for any new building can be issued. The Town of Los Gatos does not approve or imply approval for final alignment or design of these facilities. 73. PRIVATE EASEMENTS: Agreements detailing rights, limitations and responsibilities of involved parties shall accompany any proposed private easement. Access driveway shall be within the recorded access easement. A new private access easement 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 issuance of a grading or building permit. A realigned access driveway shall be completed prior to the issuance of grading or building permit. 74. CURB AND GUTTER REPAIR: The Owner and/or Applicant shall repair and replace to existing Town standards any curb and gutter damaged now or during construction of this project. All new and existing adjacent infrastructure must meet Town standards. New curb and gutter shall be constructed per Town Standard Details. New concrete shall be free of stamps, logos, names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor’s sole expense and no additional compensation shall be allowed therefore. The limits of curb and gutter repair will be determined by the Engineering Construction Inspector during the construction phase of the project. The improvements must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. 75. DRIVEWAY APPROACH: The Owner and/or Applicant shall install one (1) Town standard residential driveway approach. The new driveway approach shall be constructed per Town Standard Plans and must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. New concrete shall be free of stamps, 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. 76. 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. 77. TRAFFIC IMPACT MITIGATION FEE: Prior to the issuance of any building or grading permits, the Owner/Applicant shall pay the project's proportional share of transportation improvements needed to serve cumulative development within the Town of Los Gatos. The fee amount will be based upon the Town Council resolution in effect at the time the building permit is issued. The fee shall be paid before issuance of any grading or building permit. The final traffic impact mitigation fee for this project 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. 78. PRECONSTRUCTION PAVEMENT SURVEY: Prior to issuance of any grading or building permit, the Owner and/or Applicant shall complete a pavement condition survey documenting the extent of existing pavement defects using a smartphone video (in Landscape orientation only) or digital video camera. The survey shall extend through the Highlands of Los Gatos, from entry to the end of the Santella Court cul-de-sac. The results shall be documented in a report and submitted to the Town for review. 79. POSTCONSTRUCTION PAVEMENT SURVEY: The Owner and/or Applicant shall complete a pavement condition survey to determine whether road damage occurred as a result of project construction. Rehabilitation improvements required to restore the pavement to pre-construction condition and strength shall be determined using State of California procedures for deflection analysis. The results shall be documented in a report and submitted to the Town for review and approval before a Certificate of Occupancy for any new building can be issued. The Owner and/or Applicant shall be responsible for completing any required road repairs prior to release of the faithful performance bond. 80. CONSTRUCTION VEHICLE PARKING: Construction vehicle parking within the public right- of-way will only be allowed if it does not cause access or safety problems as determined by the Town. 81. 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 a grading or building permit, the Owner and/or Applicant or their representative 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 the project site. This may include, but is not limited to provisions for the Owner and/or Applicant to place construction notification signs noting the dates and time of construction and hauling activities, or providing additional traffic control. Coordination with other significant projects in the area may also be required. Cover all trucks hauling soil, sand and other loose debris. 82. 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 Owner and/or Applicant shall provide written notice twenty-four (24) hours in advance of modified construction hours. Approval of this request is at discretion of the Town. 83. 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 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. 84. CONSTRUCTION MANAGEMENT PLAN SHEET: Prior to the issuance of any grading or building permits, the Owner and/or Applicant’s design consultant shall submit a construction management plan sheet (full-size) within the plan set that shall incorporate at a minimum the Earth Movement Plan, Project Schedule, employee parking, construction staging area, materials storage area(s), concrete washout(s) and proposed outhouse location(s). Please refer to the Town’s Construction Management Plan Guidelines document for additional information. 85. 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. 86. SANITARY SEWER BACKWATER VALVE: Drainage piping serving fixtures which have flood level rims less than twelve (12) inches (304.8 mm) above the elevation of the next upstream manhole and/or flushing inlet cover at the public or private sewer system serving such drainage piping shall be protected from backflow of sewage by installing an approved type backwater valve. Fixtures above such elevation shall not discharge through the backwater valve, unless first approved by the Building Official. The Town shall not incur any liability or responsibility for damage resulting from a sewer overflow where the property owner or other person has failed to install a backwater valve as defined in the Uniform Plumbing Code adopted by the Town and maintain such device in a functional operation condition. Evidence of West Sanitation District’s decision on whether a backwater device is needed shall be provided prior to the issuance of a building permit. 87. BEST MANAGEMENT PRACTICES (BMPs): The Owner and/or Applicant is responsible for ensuring that all contractors are aware of all storm water quality measures and that such measures are implemented. Best Management Practices (BMPs) shall be maintained and be placed for all areas that have been graded or disturbed and for all material, equipment and/or operations that need protection. Removal 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. 88. STORMWATER DEVELOPMENT RUNOFF: All new development and redevelopment projects are subject to the stormwater development runoff requirements. The Owner and/or Applicant or their design consultant 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. 89. 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.. 90. SITE DESIGN MEASURES: All projects shall incorporate at least one 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 porous or pervious pavement surfaces on the driveway, at a minimum. e. Use landscaping to treat stormwater. 91. GREEN ROOF: A Green roof may be considered biotreatment systems that treat roof runoff only if they meet certain minimum specifications. The green roof system planting media shall be sufficiently deep to provide capacity within the pore space of the media for the required runoff volume specified by Provision C.3.d.i.(1), in addition to supporting the long-term health of the vegetation selected for the green roof, as specified by a landscape architect or other knowledgeable professional. 92. 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. 93. 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. 94. 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. 95. 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. h. 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. i. All excavation, grading, and/or demolition activities shall be suspended when average wind speeds exceed twenty (20) miles per hour. j. 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. 96. 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, 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. 97. CONSTRUCTION ACTIVITIES: All construction shall conform to the latest requirements of the CASQA Stormwater Best Management Practices Handbooks for Construction Activities and New Development and Redevelopment, the Town's grading and erosion control ordinance, and other generally accepted engineering practices for erosion control as required by the Town Engineer when undertaking construction activities. 98. WATER FEATURES: New swimming pools, hot tubs or spas shall have a connection to the sanitary sewer system, subject to West Valley Sanitation District’s authority and standards, to facilitate draining events. Discharges from these features shall be directed to the sanitary sewer and are not allowed into the storm drain system. 99. SITE DRAINAGE: Rainwater leaders shall be discharged to splash blocks. No through curb drains will be allowed. 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. No improvements shall obstruct or divert runoff to the detriment of an adjacent, downstream or down slope property. 100. STORM WATER MANAGEMENT PLAN: A storm water management shall be included with the grading permit application for all Group 1 and Group 2 projects as defined in the amended provisions C.3 of the Municipal Regional Stormwater NPDES Permit, Order R2- 2015-0049, NPDES Permit No. CAS612008. 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. The Owner and/or Applicant may elect to have the Planning submittal certified to avoid this possibility. 101. 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.scvurppp-w2k.com/nd_wp.shtml?zoom_highlight=BIOTREATMENT+SOIL. 102. SILT AND MUD IN PUBLIC RIGHT-OF-WAY: It is the responsibility of Contractor and homeowner to make sure that all dirt tracked into the public right-of-way is cleaned up on a daily basis. Mud, silt, concrete and other construction debris SHALL NOT be washed into the Town’s storm drains. 103. 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 Owner and/or Applicant's representative in charge shall be at the job site during all working hours. Failure to maintain the public right-of-way according to this condition may result in penalties and/or the Town performing the required maintenance at the Owner and/or Applicant's expense. 104. PERMIT ISSUANCE: Permits for each phase; reclamation, landscape, and grading, shall be issued simultaneously. 105. COVERED TRUCKS: All trucks transporting materials to and from the site shall be covered. TO THE SATISFACTION OF THE SANTA CLARA COUNTY FIRE DEPARTMENT: 106. FIRE SPRINKLERS REQUIRED: An automatic residential fire-sprinkler system shall be installed in one-and two-family dwellings as follows: In all new one-and two-family dwellings and in existing one-and two-family dwellings when additions are made that increase the building area to more than 3,600 square feet. Exception: A one-time addition to an existing building that does not total more than 1,000 square feet of building area. Note: The owner(s), occupant(s), and any contractor(s) or subcontractor(s) are responsible for consulting with the water purveyor of record in order to determine if any modifications or upgrade of the existing water service is required. A State of California licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed permit application, and appropriate fees to this department for review and approval prior to beginning their work. CFC Section 313.2 as adopted and amended by LGTC. 107. 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 13114.7 108. CONSTRUCTION FIRE SAFETY: All construction sites must comply with applicable provisions of the CFC Chapter 33 and our Standard Detail and Specification SI-7. Provide appropriate notations on subsequent plan submittals, as appropriate to the project. CFC Chapter 33. 109. FIRE DEPARTMENT (ENGINE) DRIVEWAY TURNAROUND REQUIREMENT: Provide an approved fire department engine driveway turnaround with a minimum radius of 36 feet outside and 23 feet inside. Maximum grade in any direction shall be a maximum of 5%. Installations shall conform with Fire Department Standard Details and Specifications D-1. CRF Sec. 503. 110. FIRE APPARATUS (Engine) ACCESS DRIVEWAY REQUIRED: Provide an access driveway with a paved all-weather surface, a minimum unobstructed width of 12 feet, vertical clearance of 13 feet 6 inches, and a maximum slope of 15%. Installations shall conform to the Fire Department Standard Details Specifications D-1 and CFC Section 503. The proposed driveway slope of 17.2% exceeds the maximum of 15% and has received approval for a variance from the Fire Marshal’s Office on 04/18/18. 111. WILDLAND-URBAN INTERFACE: This project is located within the designated Wildland- Urban Interface Fire Area. The building construction shall comply with the provisions of Section R327 of the California Residential Code or the California Building Code (CBC) Chapter 7A., as applicable. Note that vegetation clearance shall be in compliance with CBC Section 701A.3.2.4 prior to project final approval. Check with the Planning Department for related landscape plan requirements. 112. 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 fronting 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 viewed from the public way, a monument, pole or other signs or means shall be used to identify the structure. Address numbers shall be maintained. CFC Section 505.1 N:\DEV\CONDITIONS\2020\Santella 15365- PC COA- A&S- 01-08-20 draft.docx 18524 Montpere Way, Saratoga, CA 95070 ph.: 408 507-8138 www.srustiarchitects.com 1 Dec,11 2019 Re: Olgaard Residence-Project Description Letter. Site Address:15365 Santella Court; APN: 527-09-036 Architecture and Site Application:S-18-052. Dear Planning Commissioners Community Development Department. Town of Los Gatos The project scope involves development of a downward sloping, south facing, 2-acre vacant lot. This natural setting of an undulating hillside with existing mature oak trees, offers city views from specific locations. The site features a long narrow area from the Santella Court cul-de- sac, toward the south, that widens to a triangular shape spreading in the east-west direction. The site is in a HR-2½: Planned Development Zone at the end of Santella Court. The proposed site design features a private driveway from Santella Court, sloping down about 30 feet to the fire truck turn around space, in front of the home’s garage. From here a winding stair path leads to the front entrance and a side yard that opens to a patio and pool towards the north-east side of the property. This low-profile home with a linear building form follows the site contours and levels so that the structure appears integrated into the hill side. This two-level home will appear as a single-story home, to most of the neighbors as 3 sides of the lower level are tucked the into the hill. The roof rises with the hill and most of the roof would be only 15 feet from the grade level. This house siting has minimal impact to the existing grading and vegetation. The north south orientation of the home harvests the maximum amount of solar energy to achieve net zero energy use. This two-level, 4 bed, 4 1/2 bath and 3 car garage, single family dwelling of has 5,840 sf. of countable floor area including 756 sf below grade space (exempt from countable floor area), in an HR-2½: Planned Development Zone, would be a LEED certified home as well. Much of the home space will be at the lower level with private spaces such as bedrooms, media and family rooms and a wine cellar in addition to a garage. The upper level will have an entry foyer, kitchen, dining and living spaces. This building will be clad with sintered stone panels of natural, earth toned colors. The entry door will have a wood finish and the windows and garage door frames will feature a dark oxidized metal finish. A majority of the landscaping adjacent to the building will include native, drought tolerant plants and most of the site will remain in its natural state preserving the existing oak trees and other surrounding vegetation. EXHIBIT 4 18524 Montpere Way, Saratoga, CA 95070 ph.: 408 507-8138 www.srustiarchitects.com 2 Thank you for the project review. If you have any questions, or need any additional information please contact me at your earliest convenience. Sincerely Hari Sripadanna AIA Srusti Architects P - 408-507-8138 hari@srustiarchitects.com We collaborate to create sustainable spaces. www.srustiarchitects.com Date: Dec 16, 2019 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 1 Re: Olgaard Residence- Project Justification Letter Site Address:15365 Santella Court; APN: 527-09-036. Architecture & Site Application# S-18-052. Dear Planning Commissioners Community Development Department. Town of Los Gatos On behalf of Christian and Helen Olgaard, I am pleased to present this new sustainable (green) design project, featuring net zero energy use. From the very beginning of our collaboration with the Town of Los Gatos, your knowledgeable planning and engineering staff helped us understand the Hillside Development Standards and Guidelines and the Town’s desire to preserve the natural hillside environment. We consulted with your staff early on and through our frequent meetings, they prepared us for this comprehensive compliance design review process. Our design team also had the support and willingness of our clients to design a creative and innovative contemporary sustainable home that brings the outdoor natural hillside environment, indoors in a seamless way. As a result of this collaborative process we had minimal revisions to the overall original design concept and are able to create a home design that meets all requirements without any exceptions. The proposed single-family home design to be developed on a vacant lot has two-levels, 4 bedrooms, 4 1/2 baths and a 3 car-garage, and has 5,840 sf. of countable floor area including 756 sf below grade space (exempt from countable floor area), in an HR-2½: Planned Development Zone This letter details the factors that lead to this design, how it complies with the Hillside Development Standards and Guidelines and addresses any specific concerns raised by the planning staff. The attached building plans and additional exhibits are provided as supporting information. EXISTING PROPERTY DESCRIPTION The site is a part of the planned development of Highlands of Los Gatos subdivision that includes approximately 66 acres of custom hillside residential lots, accessed from Shady Lane and Gum Tree Lane. This 2-acre vacant property, located on the north end of Santella Court, presents great opportunities and some constraints that we carefully studied and mapped before any placement of the proposed home was considered. The project scope involves development of a downward sloping, south facing flag lot with a natural setting of undulating hillsides and mature oak trees. In contrast to the other street level homes on Santella court, this proposed house would be located substantially lower on the hillside and accessed through a private driveway. From here, the lot widens to a triangular shape spreading in the east-west direction. The site is surrounded by dense clusters of mature coast live oak and blue oak trees along its slopes with a small relatively clear and level area in the middle that extends to the rear. The tree inventory by the arborist contains 44 trees (with some undocumented along inaccessible slopes) in either good or fair condition, 4 trees in poor health, and one that fell due to natural causes after EXHIBIT 5 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 2 the arborist report was prepared. The land tapers off to a steeper slope along the perimeter of the property. Due to these steep 30% slopes surrounding the site, the LRDA is limited to the level area in the midsection of the property. DESCRIPTION OF PROPOSED DESIGN Site design Given all the opportunities and constraints, and with considerable deliberation, we chose a linear form for the house, and a winding sloped driveway. We chose these forms for their adaptability to the shape of the site grading contours and to minimize tree removal. The private driveway from Santella Court slopes down to the fire truck turnaround/visitor parking area in front of the home’s garage. From here a winding stair path leads to the front entrance located on the upper level. The visitor parking area also leads to a side yard at the lower level that opens to a patio and pool towards the north-east side of the property. The site and hillside slopes are stable and geotechnically suitable for the proposed structure as outlined in the geologist report, which has been approved through the peer review. Articulation of the building mass We designed the linear form to start as a single story at the garage, and to rise to a two- story volume towards the rear. This shape enables screening of the larger mass by tall trees along the north and the west property lines, that form a dense cluster around the building. There are 15 trees, including the 4 trees in poor health, mostly along the interior of the site that shall be removed to construct the residence and driveway. This low-profile home with a linear horizontal building form follows the site contours and levels so that the structure appears integrated into the hill side. At the north end of the property, as the site grading contours turn, so does the building form, creating a backdrop for the terraces and patio areas to follow. This approach i.e. stepping the terrain along the contours reduces the amount of grading required and integrates the building into the site. 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 3 Building Features The building roof form picks up on the undulating site profile, combining sloped and flat roofs in an alternating rhythm. The alternating flat roof sections as one continuous sculptural unifying roof form, feature live green roofing and the sloped roof sections provide for photovoltaics. Much of the home will be at the lower level with private spaces such as bedrooms, media and family rooms and a wine cellar in addition to a garage. The upper level will have an entry foyer, kitchen, dining and living spaces that offer spectacular views of the distant hills. The contemporary home design with doors and windows that open to the outdoor spaces merge them seamlessly with the indoors to take advantage of the natural beauty of the site and the moderate weather we all enjoy in California. The house wraps around the entry courtyard with operable windows situated to catch the summer breezes from the west to naturally cool the house. The exterior skin of the home consists of an insulated rain-screen system clad with sintered stone panels. These earth toned panels run every 2 ft. with varying widths throughout the home to emphasize horizontal nature of the building form. The aluminum windows and door frames will feature a dark oxidized metal finish with similar interplay of horizontal and vertical lines of the stone cladding system. The glazing will have low light and heat reflective coating to reduce glare and increase the thermal performance of the home. Site grading The driveway design became a critical factor in site layout, and was defined by the narrow and steep terrain, existing trees, firetruck turnaround space requirements. We took advantage of the level changes in the terrain to create floor levels that closely followed the adjacent grades. As the land dipped and flattened out at the firetruck turn around space, we set the lower floor garage height 4ft. (max. allowed cut) below grade to reduce the appearance of a larger mass. Then as the terrain rose higher to towards the rear of the property, we set the upper floor level close to the higher terrain level. A series of serpentine shaped steps rise with the existing grade to access the upper level concealing the lower level floor below and effectively making the building appear as a single-story home. As the terrain slopes more gradually on the east side of the home, we created terraces that follow contour grades, that open to the lower floor level. The upper floor level was able to access the outdoor deck set close to the higher terrain level on the west side of the home. This approach reduced the cut and fill volumes and height of retaining walls. Sustainable (green) design As all sustainable efforts should begin with passive strategies our initial efforts focused on the sustainable site design practices such as •Building orientation, passive solar design and shading and cooling from existing vegetation. •High performance thermal envelope (insulated building skin), 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 4 •Low reflective, dual glazed, low E windows, and doors that allow natural light natural and cross ventilation, •Green roof to keep the home cool protect from forest fires and filter the roof rain runoff. In addition, our clients have set project goals for LEED Gold or Platinum (green building) certification and a net zero energy use for the home. As these are highly ambitious goals, we incorporated a photovoltaic system and a geothermal system combined with a ceiling radiant heating and cooling system. COMPLIANCE WITH HILLSIDE DEVELOPMENT STANDARDS & GUIDELINES In addition to what was identified above, the proposed home specifically addresses the Hillside Development Standards and Guidelines as follows: Justification for home size in the immediate neighborhood The proposed home is both smaller in total size and smaller in appearance compared to others in the neighborhood. This home area when below grade area is also considered, is smaller than the neighborhood homes. To illustrate the point, we have attached a neighborhood floor area comparison sheet that show the floor areas including below grade area. For example, the home at 15310 Santella Ct. has 5,671 sf. Floor area, which is smaller to the proposed home with 5,840 sf. of floor area. However, if the below grade area is included the total home floor area for 15310 Santella Ct. is 7,425 sf. which is larger than the total area of this proposed home of 6,596 sf. This neighborhood home is on a relatively level lot and all of the home’s upper mass is visible to the observer. Therefore, to reduce the appearance of a large home size, more of the area was allocated to the below grade. See picture below (courtesy -Redfin website). 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 5 This proposed home would be located substantially lower on the hillside in contrast to the other street level homes on Santella court. This home is on a sloped lot and the design reduces the appearance of a larger home due to the home siting and the articulation of the massing. (see rendering on previous page). This slender shape, split-level design and low-profile home with the roof close to the ground, will appear smaller than a traditional home with traditional hip and gable roofs, even with a large below grade area. We have attached the neighborhood comparison data for your reference. Siting of the home After detailed evaluation of the site conditions, we situated the home further north than the location indicated in the approved PD development plans. The image below shows the original location shown in the PD development plans overlaid by our proposed home location. Below are several compelling reasons: ●Due to the flag lot shape and the narrow access exceeding 150 ft. in length, we were required by the Santa Clara County Fire Department to create a fire engine truck turn around space of 55 ft. X 75 ft. with the grade level of the turnaround space not to exceed 5%. 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 6 ●The building location was pushed further north to accommodate the required the firetruck turnaround space and driveway length at the maximum allowed 17% grade slope. ●We chose a linear mass for the home to minimize the impact of the building footprint on the existing tree locations. This enabled us to preserve many native oak trees, increase the tree screening and reduce visibility of the home to the neighborhood. ●The linear building form also followed the site grading contour levels to have the house sit at a lower level, reduce site grading and overall building height. We achieved this by partially building into the hill side to maximum depth of 4 ft. cut at the exterior patios and driveways so that the structure appears as an integrated part of the environment. ●The north south orientation of the home allows the maximum amount of solar energy to be harvested. 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 7 Project visibility analysis We have done an exhaustive study of the site, the surrounding topography, screening of the matures trees in the vicinity, and the visibility of the project from the viewing areas. Blossom Hill/LG Blvd. and Selinda Way/LG Almaden Rd. viewing areas were identified as the two viewing areas nearest to the project from where the home could be potentially seen. Our initial studies with the computer model indicated that the project wouldn’t be seen from Blossom Hill /LG Blvd intersection viewing area due to dense tree cover. This fact was later confirmed by the subsequent pictures taken after the story-poles are installed. We then focused on our study on the Selinda Way/LG Almaden Rd. viewing area. When we studied the cross section of the topography of the hillsides and the ridges from the Selinda Way/LG Almaden Rd., it became obvious why this project site wouldn’t be seen from anywhere nearby. Due to a secondary ridge in front of the site, the home wouldn’t be seen, unless the observer is a mile or more away. As shown in the illustration below, the view is blocked when an observer comes within a mile of the project. The property it is barely visible with a naked eye when seen from a mile away. This picture below is taken from Selinda Way/LG Almaden Rd. intersection, which is further than a mile away. To get an unobstructed view we took the 50mm lens picture (below) from the Lee high school fence. 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 8 To clearly see this site, one would need 300 mm telephoto lens standing a mile or more away, as it is not possible to see it closer due to the ridge in the front. Our subsequent detailed analysis indicated that only a portion of the home that is less than 24% would be seen with a 300 mm telephoto lens. This fact was confirmed by subsequent pictures taken after story-poles were installed as shown in the image below. Therefore, this home would not be considered a visible home per the HDS&G. A full and comprehensive visibility screening analysis is provided along with this letter. Grading for driveway and visitor parking As previously mentioned, the narrow and steep terrain at the entrance of the site effects the configuration of the driveway. •As the land dips and flattens out after the driveway, we utilized the shallow terrain to create the firetruck turn around space, and guest parking. Staying close to the terrain and utilizing the shallow grade allowed us to meet the fire truck turn-around space clearances and grading slope (5% maximum) and the HDS&G cut and fill requirements. •The 5% slope of the firetruck turn around space enabled us to set the home’s lower floor height 4ft. below grade to reduce the appearance of a larger mass. •Then as the terrain rose higher to towards the rear of the property, we set the upper floor level close to the higher terrain level. •A series of serpentine shaped steps rise with the existing grade to access the upper level masking the lower level floor below and effectively making the building appear as a single-story home. 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 9 We requested a driveway slope of 17%, versus the typical 15%, for the following reasons; •A driveway slope of 15% would cause the lower parts of the driveway at the fire truck turnaround space to exceed the 3ft. maximum fill requirement of HDS&G. •A driveway slope of 15% would also require the home to move further north due to fire truck turnaround space requirements and that would encroach into the rear setback area. A 17% slope brings the firetruck turn around space closer to the cul- de-sac and locates it in the shallow existing terrain area (relatively free of mature trees) and makes the grading compliant with HDS&G requirements. •We met with the Fire Marshal early in the design process and have his consent for a 17% slope for the driveway, We worked with the lot #8 design team to facilitate a lower desired driveway access level for their site, as it is shared with this neighbor. Neighbor friendly, site design •Privacy of the neighbors is protected by dense surrounding vegetation and the additional landscape screening proposed along the north property line. •All the upper level doors windows and outdoor areas face away from neighbors’ properties. •Outdoor activity areas at the lower level are designed to face eastern side of the property which is further away from the immediate neighbors. These outdoor activity areas are also surrounded by dense vegetation. •All four adjacent neighbors have reviewed the design drawings and have no concerns regarding the design. Sustainable design The sustainable design features of this home include a net zero energy design and LEED certification. The homes orientation takes advantage of the clear area in front of the home for integrating the photovoltaic system into the sloping roof. All the living and active spaces at the upper level open to the south-southeast orientation to allow winter sun in and the deep overhangs over openings protect them from summer heat gain. The home wraps around the entry courtyard to capture summer breezes for cross ventilation. The clearstory windows at the high level create a stack effect like a chimney to let warm air out while drawing in cooler air from the lower level. The home has a rainscreen wall system with sintered stone panel cladding. It breathes much like our skin, with an airgap behind the exterior cladding to let moisture 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 10 accumulated within the building to escape outside while the inner layers of high- performance insulation reduce building heat gain or loss. The live roof will feature succulent plants that collect and filter rainwater, while keeping the home cool. Once these plants are well established, they can survive with minimal irrigation. To reduce the overall carbon footprint of the building, all systems shall be run only with electricity, and no natural gas HVAC equipment shall be utilized. This 48,400 kwh/year photovoltaic (PV) system for the home shall be designed to offset 100% of the anticipated energy usage of the home its occupants, on an annual basis. In other words, the roof mounted photovoltaic system will generate enough electricity for heating of domestic hot water, pool and jacuzzi, cooking, heating /cooling of the house, lighting and other home energy loads, and two electric vehicles. The geothermal system utilizes the earth’s constant temperature of 60° F to pre-heat or cool the water for the electric heat pump and domestic hot water. This pump further cools or warms this water and circulates it throughout the house ceiling panels. This radiant heating and cooling system is highly energy efficient. Among all other stringent requirements for the LEED certification we are considering rainwater harvesting and grey water for toilets & landscape irrigation. Our current estimation of LEED V4 for Homes certification credits totaled 76.5 points, close to certification thresholds for LEED Gold or Platinum. Fire safety The home design incorporates the following fire safety measures and complies with stringent Wildlife Urban Interface standards and HDS&G; •Fire rated exterior envelope with ceramic panel exterior cladding. •All steel structure with concrete slab foundation and retaining walls. •Fire sprinkler system. •Tempered exterior glazing. •Undersides of roofs and decks are either enclosed or protected with noncombustible materials. •Live green roof with succulent plants. •The 100 feet defensible space for landscaping. •An18 ft. wide firetruck access road and location of turn-around space deep into the property for firefighting access. •Drought tolerant landscaping with underbrush cleared. Building height, bulk and mass This home is on a sloped lot and can reduce the appearance of larger home due to the home siting and the articulation of the massing. This low-profile home with slender shape, split-level design and a continuous roof that stays closer to the ground, will appear like a single-story home. The following design strategies are utilized to minimize bulk and mass: •The linear form of the home starts at the garage as a single story and rises up to a two-story volume towards the rear. This shape enables screening of the larger mass 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 11 by tall trees along the north and the west property lines, reducing the impact of a taller mass. •The varying flat and sloped roof forms follow the hill slopes with deep overhangs to reinforce horizontality, making the home appear smaller. •The live roof blends with varied site terrain patterns in its form, color and texture. •Most of the roof follows the site slopes at a 17 ft maximum height from the adjacent grade. A small portion culminates as a clearstory element in the roof composition at 22 ft from the adjacent grade. This small clearstory roof area is only 15% of the overall roof area and is setback from the exterior face. This is the only element of the building that is higher than the rest of the roof but is very critical to the roof form, massing composition and indoor air circulation. Selective use of glazing This contemporary home is designed to have a strong connection to outdoor spaces and bring in the natural beauty of the site. The doors and windows with dark oxidized aluminum frames are integrated with the rhythms and patterns of the exterior sintered stone panels to articulate the exterior massing and make the home appear smaller, lighter, slender and delicate. They are integral part of the exterior building skin and the architectural composition. The solid surface of the exterior panels with low LRV surface material values is punctuated by the window openings used selectively at critical locations. The solid form with its projections, roof awnings and recesses reduces the continuity of the glazing. They are deliberately placed to frame the views of the distant hills and away from neighbors to protect their privacy. The dense tree cover and surrounding hill side ridges also shields them from all lower level views. 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 12 Materials and colors All materials colors and textures conform with HDS&G. See images above. The two primary exterior sintered stone (like ceramic tile) cladding panels are of earth tones and warm gray and oxidized iron colors and have only LRV values of only 17 and 12. Stained concrete retaining wall have a LRV value of 13. All are maintenance free durable materials. Exposed metal surfaces shall be painted to compliment adjacent materials or anodized to a dark color. The glazing we specified is a low reflective and energy efficient coating. The live roof system will have the same colors and textures of the native vegetation. The cumulative LRV of the home is 13. Landscaping & retaining walls The landscape design plays a key role in creating the seamless merger of indoor-outdoor spaces. The interior spaces open directly to the terraces covered with natural travertine stone or wood decking. The terrace levels set closely to the existing grades minimize cut and fill quantities and reduce the height of the retaining walls. The driveway surface is asphalt up to the home’s entry gate, and then paved tile to support the fire trucks and vehicular traffic in front of the home. All site retaining walls are equal to or less than 4 ft in height. They will be constructed with stained textured concrete walls that have a natural appearance and allow water to seep through weep holes. Most of the landscaping is specified to be native Californian, deer resistant and drought tolerant. The landscaping is also designed to blend in with the native landscaping and 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 13 most of the property will kept in its natural state in perpetuity. The underbrush will be cleared to reduce wildfire hazard including the creation of 100 ft defensible space for planting. All outdoor spaces, seating areas and the pool are located away from the neighbors to maintain privacy of the neighbors as well as the homeowners. CONCLUSION This design has been envisioned and developed from the beginning to enhance and elevate the natural beauty of the hill side environment. The home is designed to integrate into the land become part of the harmonious natural order. The design closely follows Hillside Development Standards and Guidelines in its intent, scale, colors, massing and overall design. Sincerely Hari Sripadanna AIA C-30730 Srusti Architects P - 408-507-8138 hari@srustiarchitects.com We collaborate to create sustainable spaces. www.srustiarchitects.com Neighborhood Compatibility- 15365 Santella Ct. (Lot 9) Lot Address Date Approved House Garage Area (400sf. exempt) Floor Area Below Grade Area Current Status 1 15685 Shady Lane 4/29/2014 4,457 504 4,961 3,191 Occupied 2 15672 Shady Lane 7/3/2012 4,652 337 4,989 1,490 Occupied 3 15644 Shady Lane 12/11/2013 4,796 1,172 5,568 3,224 Occupied 4 15657 Shady Lane 7/30/2013 4,169 1,120 4,889 4,519 Occupied 5 15615 Shady Lane 12/18/2012 4,658 340 4,998 2,370 Occupied 6 15315 Santella Ct. 7/30/2012 4,534 417 4,951 Occupied 7 15343 Santella Ct. N/A N/A N/A N/A N/A Vacant 8 15371 Santella Ct. N/A N/A N/A N/A N/A Vacant 10 15358 Santella Ct 11/03/2017 4,401 476 4,877 965 Under Construction 11 15330 Santella Ct. 1/8/2013 4,625 346 4,971 2,566 Occupied 12 15310 Santella Ct. 2/13/2013 4,660 611 5,271 2,154 Occupied 13 15415 Santella Ct. N/A N/A N/A N/A N/A Vacant 14 15574 Shady Lane 7/10/2012 4,574 384 4,958 2,583 Occupied 15 15588 Shady Lane 12/18/2012 4,508 402 4,910 3,190 Occupied 16 15602 Shady Lane 8/14/2012 4,331 550 4,881 1,429 Occupied 17 15630 Shady Lane 8/20/2013 4,712 286 4,998 2,390 Occupied 18 15685 Gum Tree Lane 7/3/2012 4,590 407 4,997 2,048 Occupied 19 15675 Gum Tree Lane 2/26/2013 4,602 365 4,967 3,039 Occupied 9 15365 Santella Ct. Proposed Project 5,530 310 5,840 756 Pending 15500 Francis Oaks Way 11/06/00 5,897 512 6,409 790 Occupied 15365 Santella Court – Lot 9 PROJECT DATA EXISTING CONDITIONS PROPOSED PROJECT REQUIRED/ PERMITTED Zoning district HR-2 1/2 : PD same - Land use Vacant single family residence - General Plan Designation Hillside Residential same Lot size (sq. ft.) Gross Lot Area 87,475 sq. ft. same 40,000 sq. ft. minimum Driveway Arm 6,797 sq. ft. same Gross Lot Area minus arm 80,678 sq. ft. same Average Slope 31.18% same Net Lot Area 32,271 sq. ft. same Exterior materials: $siding - stone cladding paneling $window - aluminum dark oxidized metal finish $roofing - single ply membrane/green roof Building floor area: $Lower Level - 2,696 sq. ft. - $Upper Level - 2,833 sq. ft. - $garage - 711 sq. ft.-400 sq. ft.= 311 sq. ft. 400 sq. ft. exempt $total (excluding 400 s.f. garage) - 5,840 sq. ft. 6,000 s.f. max $Below grade square footage (BGSF) - 756 sq. ft. exempt House Setbacks (ft.): $front - 266 ft 30 ft min. $rear - 25 ft 25 ft min. $side - 66 ft 20 ft min. $side - 106 ft. 20 ft min. House Max. Height (ft) - 22 ft. 25 ft. max. Parking: Garage Parking Spaces - 3 Uncovered Guest Parking Spaces - 3 Total Parking Spaces 6 4 min. Sewer or septic - Sewer - Protected Tree Removal - 14 - EXHIBIT 6 This Page Intentionally Left Blank November 14, 2018 Mr. Azhar Kahn Community Development Department Town of Los Gatos 110 E. Main Street Los Gatos, CA 95031 RE: 15365 Santella Court Dear Azhar: I reviewed the drawings, and evaluated the site context. My comments and recommendations are as follows: Neighborhood Context The site is located at the end of Santella Court, a cul-de-sac at the top of this planned hillside subdivision. Several Estate Style homes have already been constructed and there is one other vacant parcel at the end of this cul-de-sac to be devel- oped in the future. Photographs of the site and surrounding neighborhood are shown on the following page. EXHIBIT 7 15358 Santella Court Design Review Comments May 5, 2017 Page 2 Adjacent Lot 10 to the RightView to this Lot and Adjacent Lot 8 to the left Nearby House on Santella Court Another Subdivision home Nearby House on Santella Court House on Santella Court Another Subdivision home 15358 Santella Court Design Review Comments May 5, 2017 Page 3 Concerns and Recommendations The house would be located on one of the lots at the end of the Santella Court cul-de-sac. It would be similar in site foot- print to other nearby completed homes, as shown on the air photo diagram below. The proposed house is designed in a Contemporary Style, as shown in the applicant’s elevations and sketch renderings below and on the following pages. Proposed Front Elevation facing Santella Court Proposed Rear Elevation facing Downhill 15358 Santella Court Design Review Comments May 5, 2017 Page 4 Proposed Right Side Elevation Proposed Left Side Elevation 15358 Santella Court Design Review Comments May 5, 2017 Page 5 The proposed design would be similar to the recently approved home at 15358 Santella Court (see sketch below). In contrast to the adjacent house which has its upper floor at street level, this proposed house would be locate substan- tially down the hillside, as shown on the site section below. Proposed Site Section Front Elevation of New House to the Immediate Right 15358 Santella Court Design Review Comments May 5, 2017 Page 6 The house forms step down the hillside slopes, as specified in the Hillside Standards and Design Guidelines, and it incor- porates high quality materials and details. I have no recommendations for changes. Azhar, please let me know if you have any questions, or if there are other issues that I did not address. Sincerely, CANNON DESIGN GROUP Larry L. Cannon Tree Inventory, Assessment, and Protection 15365 Santella Court Los Gatos, CA 95032 Prepared for: Town of Los Gatos November 29, 2018 Prepared By: Richard Gessner ASCA - Registered Consulting Arborist ® #496 ISA - Board Certified Master Arborist® WE-4341B ISA - Tree Risk Assessor Qualified CA Qualified Applicators License QL 104230 © Copyright Monarch Consulting Arborists LLC, 2018
 EXHIBIT 8 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Table of Contents Summary 1 ............................................................................................................... Introduction 1 ........................................................................................................... Background 1 ............................................................................................................ Assignment 1 ............................................................................................................. Limits of the assignment 2 ........................................................................................ Purpose and use of the report 2 ................................................................................ Observations 3 ......................................................................................................... Tree Inventory 3 ......................................................................................................... Analysis 4 ................................................................................................................. Discussion 5 ............................................................................................................. Condition Rating 5 ..................................................................................................... Suitability for Conservation 6 .................................................................................... Expected Impact Level 7 ........................................................................................... Mitigation for Removals 10 ........................................................................................ Tree Protection 11 ..................................................................................................... Conclusion 15 .......................................................................................................... Recommendations 16 ............................................................................................. Pre-construction and Planning Phase 16 .................................................................. Construction and Post-Construction Phase 16 ........................................................ Bibliography 17 ........................................................................................................ Glossary of Terms 18 ............................................................................................... Appendix A: Tree Inventory Map and Site Plan 20 ................................................ A1: Driveway entrance 20 .......................................................................................... A2: Driveway and Hammerhead 21 ........................................................................... A3: Residence 22 ...................................................................................................... Appendix B: Tree Inventory and Assessment Tables 23 ...................................... B1: Inventory and Assessment 23 ............................................................................. B2: Appraisal Summary 25 ........................................................................................ Appendix C: Photographs 27 .................................................................................. C1: Existing access 27 .............................................................................................. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 1 2 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 C2: Building area 28 .................................................................................................. C3: Building area 29 .................................................................................................. C4: Building area 30 .................................................................................................. Appendix D: Tree Protection Guidelines 31 ........................................................... Section 29.10.1005. - Protection of Trees During Construction 31 ........................... Tree Protection Zones and Fence Specifications 31 ................................................. All persons, shall comply with the following precautions 31 ..................................... Monitoring 32 ............................................................................................................ Root Pruning 32 ......................................................................................................... Boring or Tunneling 32 ............................................................................................... Tree Pruning and Removal Operations 32 ................................................................. Appendix E: Tree Protection Signs 33 .................................................................... E1: English 33 ............................................................................................................ E2: Spanish 34 ........................................................................................................... Qualifications, Assumptions, and Limiting Conditions 35 ................................... Certification of Performance 36............................................................................. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 2 2 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Summary The proposed project is located at the end of Santella Court on the vacant lot. The inventory contains 44 trees comprised of 2 different species (coast live oak (Quercus agrifolia) and blue oak (Quercus douglasii)). Nine oaks are considered Large Protected, thirty-five are Protected, and none are Exempt. Most of the trees are in either good or fair condition and the suitability ratings mirror the condition ratings. Fifteen trees will require removal to construct the residence and driveway as proposed. One tree was rated as moderate-highly impacted, 7 moderate, 5 moderate-low and 16 will not be affected. Five of the fifteen to be highly impacted are Large Protected Trees (668, 675, 676, 677 and 691). The removals would require some combination of sixty-eight 24 inch box or thirty-four 36 inch box replacements. Tree protection for this project would consist of a modified Type I scheme with the retained trees all located around the perimeter of the site. A total of 44 trees were appraised for a rounded depreciated value of $242,700.00 using the Trunk Formula Method. Introduction Background The Town of Los Gatos asked me to assess the site, trees, and proposed footprint plan, and to provide a report with my findings and recommendations to help satisfy planning requirements. Assignment •Provide an arborist’s report including an assessment of the trees within the project area and on the adjacent sites. The assessment is to include the species, size (trunk diameter), condition (health and structure), and suitability for preservation ratings. Affix aluminum number tags on the trees for reference on site and on plans. •Provide tree protection specifications, guidelines, and impact ratings for trees that may be affected by the project. •Provide appraised values. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 1 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Limits of the assignment •The information in this report is limited to the condition of the trees during my inspection on November 26, 2018. No tree risk assessments were performed. •Tree heights and canopy diameters are estimates. •The plans reviewed for this assignment were as follows (Table 1). Purpose and use of the report The report is intended to identify all the trees within the plan area that could be affected by a project. The report is to be used by the Town of Los Gatos and the property owners as a reference for existing tree conditions to help satisfy planning requirements.
 Table 1: Plans Reviewed Checklist Plan Date Sheet Reviewed Source Notes Existing Site Topographic Map or A.L.T.A with tree locations No Proposed Site Plan October 19, 2018 A101 Sruti Architects Demolition Plan No Construction Staging No Grading and Drainage August 5, 2018 L1.0 L2.0 L2.2 David Fox & Company Utility Plan and Hook-up locations No Exterior Elevations Landscape Plan Irrigation Plan No T-1 Tree Protection Plan No Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 2 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Observations Tree Inventory The inventory consists of trees protected by the Town of Los Gatos located on site and those in close proximity on neighboring properties. Sec. 29.10.0960. - Scope of protected trees. All trees which have a four-inch or greater diameter (twelve and one half-inch circumference) of any trunk, when removal relates to any review for which zoning approval or subdivision approval is required. (Appendix A and B). Los Gatos Town Ordinance 29.10.0970 Exceptions (1) states the following: “A fruit or nut tree that is less than eighteen (18) inches in diameter (fifty-seven-inch circumference). The inventory contains 44 trees comprised of 2 different species. Nine oaks are considered Large Protected , thirty-five are Protected , and none are Exempt . The chart below list the 1 2 3 species and their relative quantities (Chart 1). Large protected tree means any oak (Quercus spp.), California buckeye (Aesculus californica), or Pacific madrone 1 (Arbutus menziesii) which has a 24-inch or greater diameter (75-inch circumference); or any other species of tree with a 48-inch or greater diameter (150-inch circumference). Protected tree means a tree regulated by the Town of Los Gatos as set forth in Section. 29.10.0960, Scope of 2 protected trees. A fruit or nut tree that is less than eighteen (18) inches in diameter (fifty-seven-inch circumference).3 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 3 36 Quantity 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Analysis Tree appraisal was performed according to the Council of Tree & Landscape Appraisers Guide for Plant Appraisal 9th Edition, 2000 (CLTA) along with Western Chapter International Society of Arboriculture Species Classification and Group Assignment, 2004. The trees were appraised using the “Cost Approach” and more specifically the “Trunk Formula Method” (Appendix B). “Trunk Formula Method” is calculated as follows: Basic Tree Cost = (Appraised tree trunk increase X Unit tree cost + Installed tree cost) Appraised Value = (Basic tree cost X Species % X Condition % X Location %). The trunk formula valuations are based on four tree factors; species, size (trunk cross sectional area), condition, and location. There are two steps to determine the overall value. The first step is to determine the “Basic Tree Cost” based on size and species rating which is determined by the Species Classification and Group Assignment, 2004 Western Chapter Regional Supplement. The second part is to depreciate the value according to the location and condition of the trees. The condition assessment and percentages are defined in the “Condition Rating” section of this report. The condition ratings deviate from the Guide’s condition assessment numerical rating system. The reason for this deviation is the Guide’s assessment criteria fails to account for significant health or structural issues creating high percentages for tree with either significant structural defects or health problems that could ultimately lead to failure or irreversible decline. Location rating is an average of three factors; site, contribution, and placement. Site is determined by the relative property value where the trees are planted. The residential site would be classified as “very high” value with a 90 percent rating compared to similar sites in the area (ISA, 2000). Contribution and placement is determined by the function and aesthetics the trees provide for the site and their location on the property. The percent of contribution and placement can range from 10 to 100 percent depending on the trees influence to the value of the property. These percentages ranged from 0 to 90 percent in my assessment. A total of 44 trees were appraised for a rounded depreciated value of $242,700.00 using the Trunk Formula Method (Appendix B2). Appraisal worksheets are available upon request.
 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 4 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Discussion Condition Rating A tree’s condition is a determination of its overall health, structure, and form. The assessment considered both the health and structure for a combined condition rating. •100% - Exceptional = Good health and structure with significant size, location or quality. •61-80% - Good = Normal vigor, well-developed structure, function and aesthetics not compromised with good longevity for the site. •41-60 % - Fair = Reduced vigor, damage, dieback, or pest problems, at least one significant structural problem or multiple moderate defects requiring treatment. Major asymmetry or deviation from the species normal habit, function and aesthetics compromised. •21-40% - Poor = Unhealthy and declining appearance with poor vigor, abnormal foliar color, size or density with potential irreversible decline. One serious structural defect or multiple significant defects that cannot be corrected and failure may occur at any time. Significant asymmetry and compromised aesthetics and intended use. •6-20% - Very Poor = Poor vigor and dying with little foliage in irreversible decline. Severe defects with the likelihood of failure being probable or imminent. Aesthetically poor with little or no function in the landscape. •0-5% - Dead/Unstable = Dead or imminently ready to fail. Most of the trees are in either good or fair condition and three are simply in poor shape. The tree composition is typical for the area with naturally occurring mostly unmaintained oaks.
 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 5 36 Quantity 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Suitability for Conservation A tree’s suitability for conservation is determined based on its health, structure, age, species and disturbance tolerances, proximity to cutting and filling, proximity to construction or demolition, and potential longevity using a scale of good, fair, or poor (Fite, K, and Smiley, E. T., 2016). Trees with good suitability have good vigor, structural stability, and potential longevity after construction. •Good = Trees with good health, structural stability and longevity. •Fair = Trees with fair health and/or structural defects that may be mitigated through treatment. These trees require more intense management and monitoring, and may have shorter life spans than those in the good category. •Poor = Trees in poor health with significant structural defects that cannot be mitigated and will continue to decline regardless of treatment. The species or individual may possess characteristics that are incompatible or undesirable in landscape settings or unsuited for the intended use of the site. The suitability ratings mirror the condition ratings for this assignment. I did not consider construction impact as part of the suitability rating at this point. The trees grow here naturally and would be considered to have relatively good suitability for retention absent of significant health or structural problems. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 6 36 Quantity 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Expected Impact Level Impact level defines how a tree may be affected by construction activity and proximity to the tree, and is described as low, moderate, or high. The following scale defines the impact rating: •Low = The construction activity will have little influence on the tree. •Moderate = The construction may cause future health or structural problems, and steps must be taken to protect the tree to reduce future problems. •High = Tree structure and health will be compromised and removal is recommended, or other actions must be taken for the tree to remain. The tree is located in the building envelope. There are fifteen trees that will require removal to construct the residence and driveway as constituted (Chart 4). One tree was rated as moderate-highly impacted, 7 moderate, 5 moderate- low and 16 will not be affected. Five of the fifteen to be highly impacted are Large Protected Trees (668, 675, 676, 677 and 691). 
 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 7 36 Quantity 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 The table below lists the trees that will be required to be removed (Table 2). Table 2: Trees Expected to be Removed Tree Species Number Trunk Diameter (in.) ~ Canopy Diameter (ft.) Condition and Suitability Whats Causing Impact Potential Mitigation blue oak (Quercus douglasii) 652 12 25 Fair Driveway Four 24 inch box trees or two 36 inch box trees blue oak (Quercus douglasii) 653 13 30 Fair Driveway Four 24 inch box trees or two 36 inch box trees blue oak (Quercus douglasii) 656 16.5 30 Fair Driveway Four 24 inch box trees or two 36 inch box trees blue oak (Quercus douglasii) 660 12 30 Good Wall - Construction Four 24 inch box trees or two 36 inch box trees blue oak (Quercus douglasii) 662 19 40 Good Building footprint Six 24 inch box trees; or three 36 inch box trees blue oak (Quercus douglasii) 665 12 25 Good Retaining wall and Construction Four 24 inch box trees or two 36 inch box trees blue oak (Quercus douglasii) 668 10, 18 35 Poor Building footprint Four 24 inch box trees or two 36 inch box trees blue oak (Quercus douglasii) 671 12 25 Fair Building footprint Four 24 inch box trees or two 36 inch box trees blue oak (Quercus douglasii) 675 13, 12 30 Fair Building footprint Four 24 inch box trees or two 36 inch box trees coast live oak (Quercus agrifolia) 676 24 40 Poor Construction - Retaining Wall - Marked Retain Six 24 inch box trees; or three 36 inch box trees coast live oak (Quercus agrifolia) 677 19, 20, 18 50 Fair House Six 24 inch box trees; or three 36 inch box trees Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 8 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 blue oak (Quercus douglasii) 679 13 25 Good Driveway - Tag missing Four 24 inch box trees or two 36 inch box trees blue oak (Quercus douglasii) 680 14 25 Fair Driveway - Tag missing Four 24 inch box trees or two 36 inch box trees blue oak (Quercus douglasii) 690 16 30 Fair Driveway Four 24 inch box trees or two 36 inch box trees coast live oak (Quercus agrifolia) 691 24 45 Poor Driveway Six 24 inch box trees; or three 36 inch box trees Tree Species Number Trunk Diameter (in.) ~ Canopy Diameter (ft.) Condition and Suitability Whats Causing Impact Potential Mitigation Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 9 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Mitigation for Removals The table below indicates the recommended replacement values (Table 3). There are nine trees that would require either four 24 inch box or two 36 inch box per tree and four requiring six 24 inch box or three 36 inch box replacements. The removals would require some combination of sixty-eight 24 inch box or thirty-four 36 inch box replacements. Alternatively it may be possible to create an approved landscape plan or provide an in-lieu payment. 1To measure an asymmetrical canopy of a tree, the widest measurement shall be used to determine canopy size. 2Often, it is not possible to replace a single large, older tree with an equivalent tree(s). In this case, the tree may be replaced with a combination of both the Tree Canopy Replacement Standard and in-lieu payment in an amount set forth by Town Council resolution paid to the Town Tree Replacement Fund. 3Single Family Residential Replacement Option is available for developed single family residential lots under 10,000 square feet that are not subject to the Town’s Hillside Development Standards and Guidelines. All 15-gallon trees must be planted on-site. Any in-lieu fees for single family residential shall be based on 24” box tree rates as adopted by Town Council. 4Replacement Trees shall be approved by the Town Arborist and shall be of a species suited to the available planting location, proximity to structures, overhead clearances, soil type, compatibility with surrounding canopy and other relevant factors. Replacement with native species shall be strongly encouraged. Replacement requirements in the Hillsides shall comply with the Hillside Development Standards and Guidelines Appendix A and Section 29.10.0987 Special Provisions--Hillsides. 
 Table 3: Town of Los Gatos Tree Canopy - Replacement Standard Canopy Size of Removed Tree (1)Replacement Requirement (2) (4) Single Family Residential Replacement Option (3) (4) 10 feet or less Two 24 inch box trees Two 15 gallon trees More than 10 feet to 25 feet Three 24 inch box trees Three 15 gallon trees More than 25 feet to 40 feet Four 24 inch box trees or two 36 inch box trees Four 15 gallon trees More than 40 feet to 55 feet Six 24 inch box trees; or three 36 inch box trees Not available Greater than 55 feet Ten 24 inch box trees; or five 36 inch box trees Not available Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 10 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Tree Protection Typically there are three different tree protection schemes which are called Type I, Type II and Type III trunk protection only (Figures 1, 2, and 3). Tree protection focuses on avoiding damage to the roots, trunk, or scaffold branches (Appendix D). The most current accepted method for determining the TPZ is to use a formula based on species tolerance, tree age/vigor, and trunk diameter (Matheny, N. and Clark, J. 1998) (Fite, K, and Smiley, E. T., 2016). Preventing mechanical damage to the trunk from equipment or hand tools can be accomplished by wrapping the main stem with straw wattle or using vertical timbers (Figure 3). Both the ISA Best Management Practices: Root Management, 2017 and ISA Best Management Practices: Managing trees during construction, second edition, 2016 indicate linear cuts should be beyond six times the trunk diameter distance when affected on only one side. Tree protection for this project would consist of a modified Type I scheme with the retained trees all located around the perimeter of the site. The tree protection fence should be placed no closer than six times the trunk diameter distances in feet and preferably twelve.
 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 11 36 City of Davis Tree Protection Standards Warning Warning Warning Type III Tree Protection (to be used only with approval of the City Arbrorist Type I Tree Protection Type II Tree Protection Tree fencing is required and shall be installed before demolition, grading or construction begins. Tree Protection During Construction Any sidewalk or curb replacement requires approval by Public Works Street Sidewalk Yard Fencing must provide public passage while protecting all land in TPZ. Warning 8.5x11-inch warning signs on each side Plant Strip 2-inches of orange plastic fencing overlaid with 2-inch thick wooden slats Any trenching requires approval, Typical TPZ Either 10 X tree diameter or 10-feet, whichever is greater Approved by:Rev By Date Scale: NTS PA # Date Dwg No. 6-foot high chain link fence, typical Tree Protection Zone (TPZ) circle shown in gray (radius of TPZ equals 10 times the diameter of the tree or 10-feet, whichever is greatest) Restricted work activity area: any proposed work that may involve the disturbance of the tree’s roots requires an approved tree preservation plan of one of the three types shown in this handout. The preservation plan requires the review and approval of the City Arborist prior to work. Figure 1: Type I Tree protection with fence placed at a radius of ten times the trunk diameter. 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OTLA OLA SNOITCURTSNI NOITCETORP EERT TEERT --13 NOITCES- lareneG1-13 snoitcnufyramirpeerhtsah noitcetorp eerT.a raelc erutcurts gnihcnarbdna yponac egailof eht peekot )1, dna tcatni na ni snoitidnoc lios dna stoor evreserp ot )2 ;seitivitcadna slairetam ,tnempiuqe yb tcatnoc morf si ecnabrutsidlios onhcihwni )ZPT( enoZ noitcetorP eerT eht yfitnedi ot )3dna etats detcapmoc-non .devorppa esiwrehto sselnu,detcirtser era seitivitcadna dettimrep )ZPT(enoZ noitcetorP eerT ehT.b semit-net fo suidar a htiw eert ehtfoesab eht dnuora aera detcirtser a si .gnicnef ybdesolcne ,retaerg si revehcihw ;teefnet roknurt s'eert eht fo retemaid eht stnemucoD ecnerefeR 2-13 506 liateD.a .woleb debircsed snoitautis fo noitartsullI – smroF )MTT( launaM lacinhceTeerT.b ( /seert/gro.otlaolapfoytic.www//:ptth ) .1 ( senoZ noitcirtseR gnihcnerT )C(02.2noitceS ,MTT ) .2 ( locotorP gnitropeR tsirobrA 03.6noitceS ,MTT ) .3 (stnemeriuqeR nalP etiS 53.6 noitceS ,MTT ) .4 ( tnemetatS erusolcsiD eerT JxidneppA ,MTT ) mroF )VTS( noitacifireV eerT teertS.c ( smrof/seert/gro.otlaolapfoytic.www//:ptth ) noitucexE 3-13 :noitcetorP eerT I epyT.a eht tuohguorht detcetorpebot )s(eert eht fo ZPT eritne eht esolcne llahs ecnef ehT ,saera gnikrap emos nI .tcejorpnoitcurtsnoceht fo efil ton lliwtaht etercnoc rognivap nodetacol si gnicnef fi ybdevorppa fi ,esab etercnoc level edarg etairporppa na yb detroppus eb yamstsopeht neht ,dehsilomedeb .snoitarepO skroW cilbuP :noitcetorP eerT II epyT.b fo edis dray dna pirts gnitnalpeht ylno ,pirts gnitnalp a nihtiwdetautis seert roF dnaklawedis eht peekot redro nignicnef evitcetorpknil niahcderiuqer eht htiw desolcne eb llahs ZPT eht .esu cilbup rof nepo teerts :noitcetorP eerT III epyT.c ylnodesu eb oT a nidetautis seerT .snoitarepOskroWcilbuP folavorppa htiw ni-2htiw depparw ebllahs,tip retnalp klawedis ro lleweert ot dnuorg eht morfgnicnef citsalp egnarofosehc gidot dewolla eb ton llahs stals( yleruces dnuob stals nedoowkciht hcni-2htiwdialrevodna hcnarb tsrif eht yna gnigamad diova ot desu eb llahs noituac ,gnicnef citsalpeht fonoitallatsni gniruD.)krab eht otni .tsirobrA ytiCeht ybdetcerid sa gnicnef citsalperiuqer osla yam sbmil rojaM .sehcnarb .decnef eb otaera dna epyt ,eziS.d niahc hgihtoof )'6( xis htiwdetcetorp eb llahsdevreserpebot seert llA ot dnuorg eht otni nevird ,stsop nori dezinavlagretemaid hcni-owt nodetnuomeb ot era secneF.secnefknil sselnu,gnihcnarbretuoeht ot dnetxe llahs gnicneF.gnicaps toof-01 naht erom on ta teef-2 tsael ta fohtped a .mroFVTSeht no devorppa yllacificeps sngis ’gninraW‘.e toof-02taecnef hcae no deyalpsid yltnenimorp dna foorp rehtaew ebllahsngisgninraw A . :srettel llat hcni flah ni etats ylraelc dna sehcni-11xsehcni-5.8 muminim ebllahs ngisehT .slavretni ot gnidrocca enif aot tcejbus si dna devomerebton llahs ecnef sihT - 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Restricted activity area -- see Tree Technical Manual Sec 2.15(E). Restricted trenching area -- see Tree Technical Manual Sec 2.20(C-D), any proposed trench or form work within TPZ of a protected tree requires approval from Public Works Operations. Call 650-496-5953. TPZ either 10 x Tree Diameter or 10-feet, whichever is greater Any proposed trench in TPZ requires approval See TTM 2.20 C-D for instructions 6-foot high chain link fence, typical (to be used only with approval of Public Works Operations) Tree fencing is required and shall be erected before demolition, grading or construction begins. Any inadvertant sidewalk or curb replacement or trenching requires approval Rev By Date City of Palo Alto Standard Dwg No. Approved by: Dave Dockter Date PE No. 2006 Scale: NTS 605 Tree Protection During Construction 1RWH6WUHHW7UHHV,VVXDQFHRIDSHUPLWUHTXLUHV 3XEOLF:RUNV2SHUDWLRQVLQVSHFWLRQDQGVLJQHG DSSURYDORQWKH6WUHHW7UHH9HULILFDWLRQ 679  IRUPSURYLGHG 1RWH2UGLQDQFH3URWHFWHG 'HVLJQDWHG7UHHV,VVXDQFH RIDSHUPLWUHTXLUHVDSSOLFDQWಬVSURMHFWDUERULVW ZULWWHQYHULILFDWLRQ7\SH,LVLQVWDOOHGFRUUHFWO\ DFFRUGLQJWRWKHSODQVDQG7UHH3UHVHUYDWLRQ5HSRUW 2-inches of Orange Plastic Fencing overlaid with 2-inch Thick Wooden Slats Detailed specifications are found in the Palo Alto Tree Technical Manual (TTM) (www.cityofpaloalto.org/trees/) Warning Warning Warning 8.5x11-inch Warning Signs one each side Fencing must provide public passage while protecting all other land in TPZ. For written specifications associated with illustrations below, see Public Works Specifications Section 31 Fence distance to outer branches or TP Z 12/14/92 Restricted use for trees in sidewalk cutout tree wells only For all Ordinance Protected and Designated trees, as detailed in the site specific tree preservation report (TPR) prepared by the applicant’s project arborist as diagramed on the plans. Y ard Side walk Parkway Strip Street D.D.01 08/04/04 02 D.D.08/10/06 0 DWH Warning SPECIAL INSPECTIONS PLANNING DEPARTMENT TREE PROTECTION INSPECTIONS MANDATORY PAMC 8.10 PROTECTED TREES. CONTRACTOR SHALL ENSURE PROJECT SITE ARBORIST IS PERFORMING REQUIRED TREE INSPECTION AND SITE MONITORING. PROVIDE WRITTEN MONTHLY TREE ACTIVITY REPORTS TO THE PLANNING DEPARTMENT LANDSCAPE REVIEW STAFF BEGINNING 14 DAYS AFTER BUILDING PERMIT ISSUANCE. BUILDING PERMIT DATE: ______________________ _______ DATE OF 1ST TREE ACTIVITY REPORT: ___ _____________ CITY STAFF: ___________________________ ___________ REPORTING DETAILS OF THE MONTHLY TREE ACTIVITY REPORT SHALL CONFORM TO SHEET T-1 FORMAT, VERIFY THAT ALL TREE PROTECTION MEASURES ARE IMPLIMENTED AND WILL INCLUDE ALL CONTRACTOR ACTIVITY, SCHEDULED OR UNSCHEDULED, WITHIN A TREE PROTECTION ROOT ZONE. NON-COMPLIANCE IS SUBJECT TO VIOLATION OF PAMC 8.10.080. REFERENCE: PALO ALTO TREE TECHNICAL MANUAL, SECTION 2.00 AND ADDENDUM 11. http://www.cityofpaloalto.org/civica/filebank/blobdload.asp?BlobID=6460 otlA olaP fo ytiC !nalP eht fo traP s’tI - noitcetorP eerT !thgir boj eht od sbus dna swerc ruoy erus ekaM c morf raelc erutcurts gnihcnarb dna yponac egailof eht gnipeek yb meht tcetorp ot laitnesse era seert dnuora serusolcne decneF ,seitivitca dna slairetam ,tnempiuqe yb tcatno hw ni )ZPT( enoZ noitcetorP eerT eht gniyfitnedi dna ,etats detcapmoc-non dna tcatni na ni snoitidnoc lios dna stoor gnivreserp ,detcirtser era seitivitca dna dettimrep si ecnabrutsid lios on hci .devorppa esiwrehto sselnu .eert detaluger a fo ZPT eht nihtiw srucco ytivitca tcejorp nehw teehs siht ot dedda eb tsum troper noitcetorp eert devorppa nA eht weiver ,tnempoleved gnirud noitcetorp dna seert detaluger s'otlA olaP no noitamrofni deliated roF launaM lacinhceT eerT ytiC ./seert/gro.otlaolapfoytic.www ta dnuof )MTT( 1-TteehS noitcurtsnI noitcetorP eerT laicepS otlA olaP fo ytiC )dedeen sa gnidda( teehs siht no dedivorp ecaps eht ot dedda eb llahs stroper detaler-eert rehto llA .egaP dnegeL ro xednI teehS tcejorP no )s(teehs siht edulcnI ta dedaolnwod eb nac 1-T fo ypoc A Apply Tree Protection Report on sheet(s) T-2 Use addtional “T” sheets as needed TNEMETATS ERUSOLCSID EERTOTLAOLAP FO YTIC eunevA notlimaH 052 ,noisiviD gninnalP 10349AC,otlAolaP 1442-923 )056( gro.otlaolapfoytic.www//:ptth cilbup dna etavirp no detacol seert niatrec fo noitcetorp dna erusolcsid seriuqer ,040.01.8 retpahC ,edoC lapicinuM otlA olaP timrep gnidliub llaynapmocca tsum tnemetats erusolcsid detelpmoc A.snalp etis devorppa no nwohs ebyeht taht dna ,ytreporp .ytivitca tnempoleved rehto ro ,snoitacilppa timrep gnidarg ro noitilomed lla ,krowroiretxe edulcni taht snoitacilppa :SSERDDA YTREPORP______________________________________________________________________ detalugeR ereht erA1ONSEY?ytreporp eht ot tnecajda ro no seert)4noitceS ot deecorp ,on fI( ].elbacilppa erehw kcehc ro/dna elcric esaelP .tnacilppaeht yb detelpmoc eb TSUM 4 -1 snoitceS[ .ylppa taht esoht kcehC ?seert eht era erehW .1 )seert retemaid ”4 revo gniwohs dettimbus eb tsum snalP( ytreporp eht nO etis tcejorp eht gnignahrevo ytreporp tnecajda nO )seerT teertS( enil ytreporp fo ’03 nihtiwtnemesae yaw-fo-thgir ro pirts retnalp ytiC eht nI* *seert teertS1erusolcne decnef a yb noitcetorp laiceps eriuqer edivorp tsumuoy ,timrep yna gniviecer ot roirP .snoitcurtsnidehcattaeht rep, t deriuqer fo noitcepsni rof 3595-394 ta snoitarepO skroW cilbuPgnillacyb mrofnoitacifireV noitcetorP eerT teertS dezirohtua naIII ro II ,I epy .)506# liateD dehcatta ees( gnicnef detcetorP yna ereht erA .21detangiseD ro1?seerTSEY)elbacilppa erehwkcehC(ON )s( eerT detcetorP )s( eerTdetangiseD ytreporp eht gnignahrevo ro nO ?seert eseht fo )retemaid knurt eht semit 01 suidar(?enilpird eht nihtiwgnidarg ro ytivitca ereht sI .3ONSEY a ,seY fItropeRnoitavreserP eerTMTTees( weiver ffats rof dettimbus dna tsirobra deifitrec ASI na yb deraperp eb tsum2.)52.6 noitceS , .stnemeriuqeR nalP etiS rep ,”!nalP eht fo traPsti ,noitcetorP eerT:,1-T teehS ot troper siht hcattA stnemeriuqeR nalP etiS eht erA .4**?detelpmoc ON SEY yponacdnaretemaid knurt derusaem eht wohs tsum snalP )1(:gniwollof eht eriuqer tnempoleved gnirudseertdetalugeRfo noitcetorP** - 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Restricted activity area -- see Tree Technical Manual Sec 2.15(E). Restricted trenching area -- see Tree Technical Manual Sec 2.20(C-D), any proposed trench or form work within TPZ of a protected tree requires approval from Public Works Operations. Call 650-496-5953. TPZ either 10 x Tree Diameter or 10-feet, whichever is greater Any proposed trench in TPZ requires approval See TTM 2.20 C-D for instructions 6-foot high chain link fence, typical (to be used only with approval of Public Works Operations) Tree fencing is required and shall be erected before demolition, grading or construction begins. Any inadvertant sidewalk or curb replacement or trenching requires approval Rev By Date City of Palo Alto Standard Dwg No. Approved by: Dave Dockter Date PE No. 2006 Scale: NTS 605 Tree Protection During Construction 1RWH6WUHHW7UHHV,VVXDQFHRIDSHUPLWUHTXLUHV 3XEOLF:RUNV2SHUDWLRQVLQVSHFWLRQDQGVLJQHG DSSURYDORQWKH6WUHHW7UHH9HULILFDWLRQ 679  IRUPSURYLGHG 1RWH2UGLQDQFH3URWHFWHG 'HVLJQDWHG7UHHV,VVXDQFH RIDSHUPLWUHTXLUHVDSSOLFDQWಬVSURMHFWDUERULVW ZULWWHQYHULILFDWLRQ7\SH,LVLQVWDOOHGFRUUHFWO\ DFFRUGLQJWRWKHSODQVDQG7UHH3UHVHUYDWLRQ5HSRUW 2-inches of Orange Plastic Fencing overlaid with 2-inch Thick Wooden Slats Detailed specifications are found in the Palo Alto Tree Technical Manual (TTM) (www.cityofpaloalto.org/trees/) Warning Warning Warning 8.5x11-inch Warning Signs one each side Fencing must provide public passage while protecting all other land in TPZ. For written specifications associated with illustrations below, see Public Works Specifications Section 31 Fence distance to outer branches or TP Z 12/14/92 Restricted use for trees in sidewalk cutout tree wells only For all Ordinance Protected and Designated trees, as detailed in the site specific tree preservation report (TPR) prepared by the applicant’s project arborist as diagramed on the plans. Y ard Side walk Parkway Strip Street D.D.01 08/04/04 02 D.D.08/10/06 0 DWH Warning SPECIAL INSPECTIONS PLANNING DEPARTMENT TREE PROTECTION INSPECTIONS MANDATORY PAMC 8.10 PROTECTED TREES. CONTRACTOR SHALL ENSURE PROJECT SITE ARBORIST IS PERFORMING REQUIRED TREE INSPECTION AND SITE MONITORING. PROVIDE WRITTEN MONTHLY TREE ACTIVITY REPORTS TO THE PLANNING DEPARTMENT LANDSCAPE REVIEW STAFF BEGINNING 14 DAYS AFTER BUILDING PERMIT ISSUANCE. BUILDING PERMIT DATE: ______________________ _______ DATE OF 1ST TREE ACTIVITY REPORT: ___ _____________ CITY STAFF: ___________________________ ___________ REPORTING DETAILS OF THE MONTHLY TREE ACTIVITY REPORT SHALL CONFORM TO SHEET T-1 FORMAT, VERIFY THAT ALL TREE PROTECTION MEASURES ARE IMPLIMENTED AND WILL INCLUDE ALL CONTRACTOR ACTIVITY, SCHEDULED OR UNSCHEDULED, WITHIN A TREE PROTECTION ROOT ZONE. NON-COMPLIANCE IS SUBJECT TO VIOLATION OF PAMC 8.10.080. REFERENCE: PALO ALTO TREE TECHNICAL MANUAL, SECTION 2.00 AND ADDENDUM 11. http://www.cityofpaloalto.org/civica/filebank/blobdload.asp?BlobID=6460 Figure 2: Type II Tree protection with fence placed along the sidewalk and curb to enclose the tree. Image City of Palo Alto 2006. Figure 3: Type III Tree protection with trunk protected by a barrier to prevent mechanical damage. Image City of Palo Alto 2006. 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 The table below lists the trees and the recommended protection distances or zones of no disturbance (Table 4). Table 4: Recommended Protection Distances Tree Species Number Trunk Diameter (in.) Expected Impact Whats Causing Impact 6 X DBH Radius (ft.) 12 times DBH Radius (ft.) blue oak (Quercus douglasii) 1 15 Low 7.5 15 blue oak (Quercus douglasii) 2 13 Low 6.5 13 blue oak (Quercus douglasii) 620 11 Low 5.5 11 blue oak (Quercus douglasii) 622 13 Moderate Driveway Wall 6.5 13 blue oak (Quercus douglasii) 623 11 Low 5.5 11 blue oak (Quercus douglasii) 624 11 Low 5.5 11 blue oak (Quercus douglasii) 626 10, 8 Low 5 10 blue oak (Quercus douglasii) 627 12 Low 6 12 blue oak (Quercus douglasii) 628 15 Moderate- Low Driveway 7.5 15 blue oak (Quercus douglasii) 629 17 Moderate- Low Driveway 8.5 17 coast live oak (Quercus agrifolia) 630 12 Moderate- Low Driveway 6 12 coast live oak (Quercus agrifolia) 634 16, 13, 15,16 Low 8 16 blue oak (Quercus douglasii) 652 12 High Driveway 6 12 blue oak (Quercus douglasii) 653 13 High Driveway 6.5 13 blue oak (Quercus douglasii) 654 14 Low 7 14 blue oak (Quercus douglasii) 655 12 Moderate Driveway 6 12 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 12 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 blue oak (Quercus douglasii) 656 16.5 High Driveway 8.25 16.5 blue oak (Quercus douglasii) 657 7, 11, 10 Moderate Driveway Wall 5 10 blue oak (Quercus douglasii) 658 21 Moderate Driveway Wall 10.5 21 blue oak (Quercus douglasii) 659 12 Low 6 12 blue oak (Quercus douglasii) 660 12 High Wall - Construction 6 12 blue oak (Quercus douglasii) 661 18 Low 9 18 blue oak (Quercus douglasii) 662 19 High Building footprint 9.5 19 blue oak (Quercus douglasii) 663 12 Low 6 12 blue oak (Quercus douglasii) 664 18 Low 9 18 blue oak (Quercus douglasii) 665 12 High Retaining wall and Construction 6 12 blue oak (Quercus douglasii) 666 18 Low 9 18 coast live oak (Quercus agrifolia) 667 14 Low 7 14 blue oak (Quercus douglasii) 668 10, 18 High Building footprint 9 18 blue oak (Quercus douglasii) 669 19 Moderate- High Retaining wall and Construction 9.5 19 coast live oak (Quercus agrifolia) 670 18, 12, 6, 12 Low 6 12 blue oak (Quercus douglasii) 671 12 High Building footprint 6 12 Tree Species Number Trunk Diameter (in.) Expected Impact Whats Causing Impact 6 X DBH Radius (ft.) 12 times DBH Radius (ft.) Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 13 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 blue oak (Quercus douglasii) 675 13, 12 High Building footprint 6 12 coast live oak (Quercus agrifolia) 676 24 High Construction - Retaining Wall - Marked Retain 12 24 coast live oak (Quercus agrifolia) 677 19, 20, 18 High House 9 18 coast live oak (Quercus agrifolia) 678 19, 21,16, 24 Moderate 8 16 blue oak (Quercus douglasii) 679 13 High Driveway - Tag missing 6.5 13 blue oak (Quercus douglasii) 680 14 High Driveway - Tag missing 7 14 blue oak (Quercus douglasii) 681 12 Moderate Driveway - Tag missing 6 12 blue oak (Quercus douglasii) 682 15 Moderate Driveway Hammerhead 7.5 15 blue oak (Quercus douglasii) 690 16 High Driveway 8 16 coast live oak (Quercus agrifolia) 691 24 High Driveway 12 24 coast live oak (Quercus agrifolia) 692 18 Moderate- Low Driveway 9 18 blue oak (Quercus douglasii) 693 17 Moderate- Low Driveway 8.5 17 Tree Species Number Trunk Diameter (in.) Expected Impact Whats Causing Impact 6 X DBH Radius (ft.) 12 times DBH Radius (ft.) Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 14 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Conclusion The inventory contains 44 trees comprised of 2 different species (coast live oak and blue oak). Nine oaks are considered Large Protected, thirty-five are Protected, and none are Exempt. Most of the trees are in either good or fair condition and three are simply in poor shape and the suitability ratings mirror the condition ratings. The trees grow here naturally and would be considered to have relatively good suitability for retention absent of significant health or structural problems. There are fifteen trees that will require removal to construct the residence and driveway as proposed. One tree was rated as moderate-highly impacted, 7 moderate, 5 moderate-low and 16 will not be affected. Five of the fifteen to be highly impacted are Large Protected Trees (668, 675, 676, 677 and 691). The removals would require some combination of sixty-eight 24 inch box or thirty-four 36 inch box replacements. Tree protection for this project would consist of a modified Type I scheme with the retained trees all located around the perimeter of the site. The tree protection fence should be placed no closer than six times the trunk diameter distances in feet and preferably twelve. A total of 44 trees were appraised for a rounded depreciated value of $242,700.00 using the Trunk Formula Method. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 15 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Recommendations Pre-construction and Planning Phase 1.Place tree numbers and tree protection fence locations and guidelines on the plans including the grading, drainage, and utility plans. Create a separate plan sheet that includes all protection measures labeled “T-1 Tree Protection Plan.” 2.Place tree protection fence around those to remain a radial distance of 6 to 12 times the trunk diameter distances (Table 4, Pg 12). 3.Provide a landscape plan that accounts for the loss in tree canopy to include in tabular form the required replacements in accordance with the Town’s Tree Canopy Replacement Standard. 4.All tree maintenance and care shall be performed by a qualified arborist with a C-61/D-49 California Contractors License. Tree maintenance and care shall be specified in writing according to American National Standard for Tree Care Operations: Tree, Shrub and Other Woody Plant Management: Standard Practices parts 1 through 10 and adhere to ANSI Z133.1 safety standards and local regulations. All maintenance is to be performed according to ISA Best Management Practices. 5.Refer to Appendix D for general tree protection guidelines including recommendations for arborist assistance while working under trees, trenching, or excavation within a trees drip line or designated TPZ/CRZ. 6.Provide a copy of this report to all contractors and project managers, including the architect, civil engineer, and landscape designer or architect. It is the responsibility of the owner to ensure all parties are familiar with this document. 7.Arrange a pre-construction meeting with the project arborist or landscape architect to verify tree protection is in place, with the correct materials, and at the proper distances. Construction and Post-Construction Phase 1.Monitor the health and structure of all trees for any changes in condition. 2.Perform any other mitigation measures to help ensure long term survival. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 16 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Bibliography American National Standard for Tree Care Operations: Tree, Shrub and Other Woody Plant Management : Standard Practices (Management of Trees and Shrubs During Site Planning, Site Development, and Construction)(Part 5). Londonderry, NH: Secretariat, Tree Care Industry Association, 2012. Print. Costello, Laurence Raleigh, Bruce W. Hagen, and Katherine S. Jones. Oaks in the urban landscape: selection, care, and preservation. Oakland, CA: University of California, Agriculture and Natural Resources, 2011. Print. Fite, Kelby, and Edgar Thomas. Smiley. Managing trees during construction, second edition. Champaign, IL: International Society of Arboriculture, 2016. ISA. Guide For Plant Appraisal 9th Edition. Savoy, IL: International Society of Arboriculture, 2000. Print. ISA. Guide For Plant Appraisal 10th Edition. Savoy, IL: International Society of Arboriculture, 2018. Print. ISA. Species Classification and Group Assignment, 2004 Western Chapter Regional Supplement. Western Chapter ISA Matheny, Nelda P., Clark, James R. Trees and development: A technical guide to preservation of trees during land development. Bedminster, PA: International Society of Arboriculture1998. Smiley, E, Matheny, N, Lilly, S, ISA. Best Management Practices: Tree Risk Assessment: International Society of Arboriculture, 2017. Print Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 17 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Glossary of Terms Basic Tree Cost: The cost of replacement for a perfect specimen of a particular species and cross sectional area prior to location and condition depreciation. Cost Approach: An indication of value by adding the land value to the depreciated value of improvements. Defect: An imperfection, weakness, or lack of something necessary. In trees defects are injuries, growth patterns, decay, or other conditions that reduce the tree’s structural strength. Diameter at breast height (DBH): Measures at 1.4 meters (4.5 feet) above ground in the United States, Australia (arboriculture), New Zealand, and when using the Guide for Plant Appraisal, 9th edition; at 1.3 meters (4.3 feet) above ground in Australia (forestry), Canada, the European Union, and in UK forestry; and at 1.5 meters (5 feet) above ground in UK arboriculture. Drip Line: Imaginary line defined by the branch spread or a single plant or group of plants. The outer extent of the tree crown. Mechanical damage: Physical damage caused by outside forces such as cutting, chopping or any mechanized device that may strike the tree trunk, roots or branches. Scaffold branches: Permanent or structural branches that for the scaffold architecture or structure of a tree. Straw wattle: also known as straw worms, bio-logs, straw noodles, or straw tubes are man made cylinders of compressed, weed free straw (wheat or rice), 8 to 12 inches in diameter and 20 to 25 feet long. They are encased in jute, nylon, or other photo degradable materials, and have an average weight of 35 pounds. Topping: Inappropriate pruning technique to reduce tree size. Cutting back a tree to a predetermined crown limit, often at internodes. Tree Protection Zone (TPZ): Defined area within which certain activities are prohibited or restricted to prevent or minimize potential injury to designated trees, especially during construction or development. Tree Risk Assessment: Process of evaluating what unexpected things could happen, how likely it is, and what the likely outcomes are. In tree management, the systematic process to determine the level of risk posed by a tree, tree part, or group of trees. Trunk: Stem of a tree. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 18 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Trunk Formula Method: Method to appraise the monetary value of trees considered too large to be replaced with nursery or field grown stock. Based on developing a representative unit cost for replacement with the same or comparable species of the same size and in the same place, subject to depreciation for various factors. Contrast with replacement cost method. Volunteer: A tree, not planted by human hands, that begins to grow on residential or commercial property. Unlike trees that are brought in and installed on property, volunteer trees usually spring up on their own from seeds placed onto the ground by natural causes or accidental transport by people. Normally, volunteer trees are considered weeds and removed, but many desirable and attractive specimens have gone on to become permanent residents on many public and private grounds. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 19 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Appendix A: Tree Inventory Map and Site Plan A1: Driveway entrance Sheet taken from L1 (Red circles indicate removals/highly impacted) Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 20 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 A2: Driveway and Hammerhead Sheet taken from L1 (Red circles indicate removals/highly impacted) Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 21 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 A3: Residence Sheet taken from L2 (Red circles indicate removals/highly impacted) Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 22 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Appendix B: Tree Inventory and Assessment Tables B1: Inventory and Assessment Table 5: Inventory and Assessment Tree Species Number Trunk Diameter (in.) ~ Canopy Diameter (ft.) Condition and Suitability Expected Impact Los Gatos Large Protected Tree blue oak (Quercus douglasii)1 15 30 Good Low No blue oak (Quercus douglasii)2 13 30 Good Low No blue oak (Quercus douglasii)620 11 25 Good Low No blue oak (Quercus douglasii)622 13 25 Good Moderate No blue oak (Quercus douglasii)623 11 25 Good Low No blue oak (Quercus douglasii)624 11 25 Good Low No blue oak (Quercus douglasii)626 10, 8 25 Fair Low No blue oak (Quercus douglasii)627 12 25 Good Low No blue oak (Quercus douglasii)628 15 35 Fair Moderate- Low No blue oak (Quercus douglasii)629 17 40 Good Moderate- Low No coast live oak (Quercus agrifolia) 630 12 18 Fair Moderate- Low No coast live oak (Quercus agrifolia) 634 16, 13, 15,16 45 Fair Low Yes blue oak (Quercus douglasii)652 12 25 Fair High No blue oak (Quercus douglasii)653 13 30 Fair High No blue oak (Quercus douglasii)654 14 25 Good Low No blue oak (Quercus douglasii)655 12 25 Good Moderate No blue oak (Quercus douglasii)656 16.5 30 Fair High No blue oak (Quercus douglasii)657 7, 11, 10 35 Good Moderate Yes blue oak (Quercus douglasii)658 21 40 Good Moderate No blue oak (Quercus douglasii)659 12 30 Good Low No blue oak (Quercus douglasii)660 12 30 Good High No blue oak (Quercus douglasii)661 18 35 Good Low No blue oak (Quercus douglasii)662 19 40 Good High No Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 23 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 blue oak (Quercus douglasii)663 12 25 Fair Low No blue oak (Quercus douglasii)664 18 40 Good Low No blue oak (Quercus douglasii)665 12 25 Good High No blue oak (Quercus douglasii)666 18 30 Fair Low No coast live oak (Quercus agrifolia) 667 14 30 Fair Low No blue oak (Quercus douglasii)668 10, 18 35 Poor High Yes blue oak (Quercus douglasii)669 19 45 Fair Moderate- High No coast live oak (Quercus agrifolia) 670 18, 12, 6, 12 45 Fair Low Yes blue oak (Quercus douglasii)671 12 25 Fair High No blue oak (Quercus douglasii)675 13, 12 30 Fair High Yes coast live oak (Quercus agrifolia) 676 24 40 Poor High Yes coast live oak (Quercus agrifolia) 677 19, 20, 18 50 Fair High Yes coast live oak (Quercus agrifolia) 678 19, 21,16, 24 50 Fair Moderate Yes blue oak (Quercus douglasii)679 13 25 Good High No blue oak (Quercus douglasii)680 14 25 Fair High No blue oak (Quercus douglasii)681 12 25 Fair Moderate No blue oak (Quercus douglasii)682 15 35 Fair Moderate No blue oak (Quercus douglasii)690 16 30 Fair High No coast live oak (Quercus agrifolia) 691 24 45 Poor High Yes coast live oak (Quercus agrifolia) 692 18 35 Fair Moderate- Low No blue oak (Quercus douglasii)693 17 35 Good Moderate- Low No Tree Species Number Trunk Diameter (in.) ~ Canopy Diameter (ft.) Condition and Suitability Expected Impact Los Gatos Large Protected Tree Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 24 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 B2: Appraisal Summary Table 6: Appraisal Summary Tree Species Number Trunk Diameter Condition Location Species Rating Rounded Value blue oak (Quercus douglasii)1 15 75.0%63.33%90.00%$6,000.00 blue oak (Quercus douglasii)2 13 75.0%63.33%90.00%$4,520.00 blue oak (Quercus douglasii)620 11 75.0%63.33%90.00%$3,280.00 blue oak (Quercus douglasii)622 13 75.0%63.33%90.00%$4,520.00 blue oak (Quercus douglasii)623 11 75.0%63.33%90.00%$3,280.00 blue oak (Quercus douglasii)624 11 75.0%63.33%90.00%$3,280.00 blue oak (Quercus douglasii)626 10, 8 50.0%63.33%90.00%$3,020.00 blue oak (Quercus douglasii)627 12 75.0%63.33%90.00%$3,870.00 blue oak (Quercus douglasii)628 15 50.0%63.33%90.00%$3,980.00 blue oak (Quercus douglasii)629 17 75.0%63.33%90.00%$7,600.00 coast live oak (Quercus agrifolia) 630 12 50.0%63.33%90.00%$1,560.00 coast live oak (Quercus agrifolia) 634 16, 13, 15,16 75.0%63.33%90.00%$15,460.00 blue oak (Quercus douglasii)652 12 50.0%63.33%90.00%$3,010.00 blue oak (Quercus douglasii)653 13 50.0%63.33%90.00%$5,200.00 blue oak (Quercus douglasii)654 14 75.0%63.33%90.00%$5,200.00 blue oak (Quercus douglasii)655 12 75.0%63.33%90.00%$4,800.00 blue oak (Quercus douglasii)656 16.5 50.0%63.33%90.00%$1,420.00 blue oak (Quercus douglasii)657 7, 11, 10 75.0%63.33%90.00%$18,750.00 blue oak (Quercus douglasii)658 21 75.0%63.33%90.00%$3,870.00 blue oak (Quercus douglasii)659 12 75.0%63.33%90.00%$8,500.00 blue oak (Quercus douglasii)660 12 75.0%63.33%90.00%$9,500.00 blue oak (Quercus douglasii)661 18 75.0%63.33%90.00%$2,580.00 blue oak (Quercus douglasii)662 19 75.0%63.33%90.00%$8,500.00 blue oak (Quercus douglasii)663 12 50.0%63.33%90.00%$3,870.00 blue oak (Quercus douglasii)664 18 75.0%63.33%90.00%$5,700.00 blue oak (Quercus douglasii)665 12 75.0%63.33%90.00%$3,480.00 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 25 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 blue oak (Quercus douglasii)666 18 50.0%63.33%90.00%$910.00 coast live oak (Quercus agrifolia) 667 14 50.0%63.33%90.00%$3,770.00 blue oak (Quercus douglasii)668 10, 18 25.0%63.33%90.00%$8,300.00 blue oak (Quercus douglasii)669 19 50.0%63.33%90.00%$720.00 coast live oak (Quercus agrifolia) 670 18, 12, 6, 12 50.0%63.33%90.00%$12,200.00 blue oak (Quercus douglasii)671 12 50.0%63.33%90.00%$6,300.00 blue oak (Quercus douglasii)675 13, 12 75.0%63.33%90.00%$12,200.00 coast live oak (Quercus agrifolia) 676 24 25.0%63.33%90.00%$2,090.00 coast live oak (Quercus agrifolia) 677 19, 20, 18 50.0%63.33%90.00%$6,700.00 coast live oak (Quercus agrifolia) 678 19, 21,16, 24 50.0%63.33%90.00%$11,300.00 blue oak (Quercus douglasii)679 13 75.0%63.33%90.00%$2,580.00 blue oak (Quercus douglasii)680 14 50.0%63.33%90.00%$2,580.00 blue oak (Quercus douglasii)681 12 50.0%63.33%90.00%$5,000.00 blue oak (Quercus douglasii)682 15 50.0%63.33%90.00%$5,700.00 blue oak (Quercus douglasii)690 16 50.0%63.33%90.00%$4,510.00 coast live oak (Quercus agrifolia) 691 24 25.0%63.33%90.00%$5,600.00 coast live oak (Quercus agrifolia) 692 18 50.0%63.33%90.00%$2,980.00 blue oak (Quercus douglasii)693 17 75.0%63.33%90.00%$4,510.00 Tree Species Number Trunk Diameter Condition Location Species Rating Rounded Value Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 26 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Appendix C: Photographs C1: Existing access Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 27 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 C2: Building area Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 28 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 C3: Building area Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 29 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 C4: Building area Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 30 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Appendix D: Tree Protection Guidelines Section 29.10.1005. - Protection of Trees During Construction Tree Protection Zones and Fence Specifications   1.Size and materials: Six (6) foot high chain link fencing, mounted on two-inch diameter galvanized iron posts, shall be driven into the ground to a depth of at least two (2) feet at no more than ten-foot spacing. For paving area that will not be demolished and when stipulated in a tree preservation plan, posts may be supported by a concrete base. 2.Area type to be fenced: Type I: Enclosure with chain link fencing of either the entire dripline area or at the tree protection zone (TPZ), when specified by a certified or consulting arborist. Type II: Enclosure for street trees located in a planter strip: chain link fence around the entire planter strip to the outer branches. Type III: Protection for a tree located in a small planter cutout only (such as downtown): orange plastic fencing shall be wrapped around the trunk from the ground to the first branch with two-inch wooden boards bound securely on the outside. Caution shall be used to avoid damaging any bark or branches. 3.Duration of Type I, II, III fencing: Fencing shall be erected before demolition, grading or construction permits are issued and remain in place until the work is completed. Contractor shall first obtain the approval of the project arborist on record prior to removing a tree protection fence. 4.Warning Sign: Each tree fence shall have prominently displayed an eight and one-half-inch by eleven-inch sign stating: "Warning—Tree Protection Zone—This fence shall not be removed and is subject to penalty according to Town Code 29.10.1025.” Text on the signs should be in both English and Spanish (Appendix E). 
 All persons, shall comply with the following precautions 1.Prior to the commencement of construction, install the fence at the dripline, or tree protection zone (TPZ) when specified in an approved arborist report, around any tree and/or vegetation to be retained which could be affected by the construction and prohibit any storage of construction materials or other materials, equipment cleaning, or parking of vehicles within the TPZ. The dripline shall not be altered in any way so as to increase the encroachment of the construction. 2.Prohibit all construction activities within the TPZ, including but not limited to: excavation, grading, drainage and leveling within the dripline of the tree unless approved by the Director. 3.Prohibit disposal or depositing of oil, gasoline, chemicals or other harmful materials within the dripline of or in drainage channels, swales or areas that may lead to the dripline of a protected tree. 4.Prohibit the attachment of wires, signs or ropes to any protected tree. 5.Design utility services and irrigation lines to be located outside of the dripline when feasible. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 31 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 6.Retain the services of a certified or consulting arborist who shall serve as the project arborist for periodic monitoring of the project site and the health of those trees to be preserved. The project arborist shall be present whenever activities occur which may pose a potential threat to the health of the trees to be preserved and shall document all site visits. 7.The Director and project arborist shall be notified of any damage that occurs to a protected tree during construction so that proper treatment may be administered. Monitoring Any trenching, construction or demolition that is expected to damage or encounter tree roots should be monitored by the project arborist or a qualified ISA Certified Arborist and should be documented. The site should be evaluated by the project arborist or a qualified ISA Certified Arborist after construction is complete, and any necessary remedial work that needs to be performed should be noted. Root Pruning Roots greater than two inches in diameter shall not be cut. When roots over two inches in diameter are encountered and are authorized to be cut or removed, they should be pruned by hand with loppers, handsaw, reciprocating saw, or chain saw rather than left crushed or torn. Roots should be cut beyond sinker roots or outside root branch junctions and be supervised by the project arborist. When completed, exposed roots should be kept moist with burlap or backfilled within one hour. Boring or Tunneling Boring machines should be set up outside the drip line or established Tree Protection Zone. Boring may also be performed by digging a trench on both sides of the tree until roots one inch in diameter are encountered and then hand dug or excavated with an Air Spade® or similar air or water excavation tool. Bore holes should be adjacent to the trunk and never go directly under the main stem to avoid oblique (heart) roots. Bore holes should be a minimum of three feet deep. Tree Pruning and Removal Operations All tree pruning or removals should be performed by a qualified arborist with a C-61/D-49 California Contractors License. Treatment, including pruning, shall be specified in writing according to the most recent ANSI A-300A Standards and Limitations and performed according to ISA Best Management Practices while adhering to ANSI Z133.1 safety standards. Trees that need to be removed or pruned should be identified in the pre-construction walk through.
 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 32 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Appendix E: Tree Protection Signs E1: English 
 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 33 36WarningTree Protection ZoneThis Fence Shall Not Be Removed And Is Subject To Penalty According ToTown Code 29.10.1025 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 E2: Spanish 
 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 34 36CuidadoZona De Arbol PretejidoEsta valla no podrán ser sacados Y está sujeta a sanción en función de Código Ciudad del 29.101025 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Qualifications, Assumptions, and Limiting Conditions Any legal description provided to the consultant is assumed to be correct. Any titles or ownership of properties are assumed to be good and marketable. All property is appraised or evaluated as though free and clear, under responsible ownership and competent management. All property is presumed to be in conformance with applicable codes, ordinances, statutes, or other regulations. Care has been taken to obtain information from reliable sources. However, the consultant cannot be responsible for the accuracy of information provided by others. The consultant shall not be required to give testimony or attend meetings, hearings, conferences, mediations, arbitration, or trials by reason of this report unless subsequent contractual arrangements are made, including payment of an additional fee for such services. This report and any appraisal value expressed herein represent the opinion of the consultant, and the consultant’s fee is not contingent upon the reporting of a specified appraisal value, a stipulated result, or the occurrence of a subsequent event. Sketches, drawings, and photographs in this report are intended for use as visual aids, are not necessarily to scale, and should not be construed as engineering or architectural reports or surveys. The reproduction of information generated by architects, engineers, or other consultants on any sketches, drawings, or photographs is only for coordination and ease of reference. Inclusion of said information with any drawings or other documents does not constitute a representation as to the sufficiency or accuracy of said information. Unless otherwise expressed: a) this report covers only examined items and their condition at the time of inspection; and b) the inspection is limited to visual examination of accessible items without dissection, excavation, probing, or coring. There is no warranty or guarantee, expressed or implied, that structural problems or deficiencies of plants or property may not arise in the future. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 35 36 15365 Santella Court, Los Gatos Tree Inventory, Assessment, and Protection November 29, 2018 Certification of Performance I Richard Gessner, Certify: That I have personally inspected the tree(s) and/or the property referred to in this report, and have stated my findings accurately. The extent of the evaluation and/or appraisal is stated in the attached report and Terms of Assignment; That I have no current or prospective interest in the vegetation or the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved; That the analysis, opinions and conclusions stated herein are my own; That my analysis, opinions, and conclusions were developed and this report has been prepared according to commonly accepted Arboricultural practices; That no one provided significant professional assistance to the consultant, except as indicated within the report. That my compensation is not contingent upon the reporting of a predetermined conclusion that favors the cause of the client or any other party, nor upon the results of the assessment, the attainment of stipulated results, or the occurrence of any other subsequent events; I further certify that I am a Registered Consulting Arborist® with the American Society of Consulting Arborists, and that I acknowledge, accept and adhere to the ASCA Standards of Professional Practice. I am an International Society of Arboriculture Board Certified Master Arborist®. I have been involved with the practice of Arboriculture and the care and study of trees since 1998. Richard J. Gessner ASCA Registered Consulting Arborist® #496 ISA Board Certified Master Arborist® WE-4341B ISA Tree Risk Assessor Qualified CA Qualified Applicators License QL 104230 Copyright © Copyright 2018, Monarch Consulting Arborists LLC. Other than specific exception granted for copies made by the client for the express uses stated in this report, no parts of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, recording, or otherwise without the express, written permission of the author. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 36 36 This Page Intentionally Left Blank 15365 Santella Court Oaks Around the Lower Slope Around the Site August 15, 2019 August 15, 2019 Erin Walters Associate Planner Community Development Department 110 E Main Street Los Gatos CA 95030 I was asked to locate and inspect the indicated additional trees down slope on 15365 Santella Court (Appendix A). The trees were to be assessed as part of the visibility analysis to help determine their condition. One tree had previously been labeled #244 “blue oak” which is in fact a 36 inch trunk diameter coast live oak (Quercus agrifolia). I tried to locate the trees based on the provided map but the area is very dense with poison oak (Toxicodendron diversilobum) and is nearly impenetrable without a machete and/or Tyvek suit. The area where the trees are located to the northeast is a dense stand of coast live oaks (Quercus agrifolia). The composition of plants are typical for this area and there are the usual oak woodland species such as poison oak, manzanita (Arctostaphylos sp.), and coyote brush (Baccharis pilularis). The majority of trees are naturally occurring coast live oaks, most with multiple trunks approximately 8-10 inches in diameter, and are about 25 to 35 feet tall with 25 to 35 foot canopy diameters. This is stand of trees along the northeast portion of the site is in good condition with dense crowns and normal foliar color and size (Appendix B). Along the northwest portion there were three trees on the lower slope indicated in the plan which are all blue oak (Quercus douglasii) with trunk diameters about 10 to 12 inches and are approximately 30 feet tall with crown diameters of about 30 feet. These trees are in fair to good condition growing amongst the stand indicated as #1 and #2 in my original report. Richard J. Gessner ASCA Registered Consulting Arborist® #496 ISA Board Certified Master Arborist® WE-4341B ISA Tree Risk Assessor Qualified CA Qualified Applicators License QL 104230 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com of 1 8 EXHIBIT 9 15365 Santella Court Oaks Around the Lower Slope Around the Site August 15, 2019 Appendix A: Aerial image provided for assessment Snapshot not to scale from A120 dated October 19, 2018 provided by Srusti Architecture. The trees in pink are indicated in this report. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com of 2 8 A106 1 A106 4 A1062 A106 3 1 A Y1 Y6 4 X1 H A118 1 X4 A107 2 A107 4 A107 3 A107 5 - A1076 A107 7 - - A107 8 A1191 A119 2 A119 3 A119 4 L RDALRD A LRDALRDA LRDA LRDALRDAUTILITY EA SEM EN TXX#671 Fair Condition BLUE OAK X#675Fair Condition BLUE OAKXX#662 Good Condition BLUE OAK SANTELLA CT.X#676 Poor Condition COAST LIVE OAKX#660Good Condition BLUE OAK X#652 Fair Condition BLUE OAK #674 Poor Condition VALLEY OAK#668 Poor Condition BLUE OAK #682 Fair Condition BLUE OAK UTILITY EA SEM EN TUTILITY EA SEM EN TUTILITY EASEMENTL R D A LRDALRDA L RDALRDAP RIV A T E S C E N I C E A S E M E N T PRIVATE SCENIC EASEMENTPRIVATE SCENIC EASEMENT#684 Poor Condition VALLEY OAK #683 Poor Condition BLUE OAK #685 Poor Condition VALLEY OAK #681 Fair Condition BLUE OAK #680 Fair Condition BLUE OAK #679 Good Condition BLUE OAK +680'+675'+670'+665'+692' Upper Deck Lower Patio Entry Stair Lower Entry Court Garage Entry/ Visitor Parking Entry Way #653 Fair Condition BLUE OAK #654 Good Condition BLUE OAK #665 Fair Condition BLUE OAK #664 Good Condition BLUE OAK #663 Fair Condition BLUE OAK #661 Good Condition BLUE OAK #659 Good Condition BLUE OAK #667 Fair Condition COAST LIVE OAK #666 Fair Condition BLUE OAK 627 Fair Condition BLUE OAK #657Good Condition BLUE OAK 626 Fair Condition BLUE OAK #658 Good Condition BLUE OAK #670 Fair Condition COAST LIVE OAK #669 Fair Condition BLUE OAK X#656 Fair Condition BLUE OAK 624 Good Condition BLUE OAK 236 BLUE OAK 623 Good Condition BLUE OAK 622 Good Condition BLUE OAK 677 Good Condition COAST LIVE OAK XX16' WI DE SHARED DRI WAYLOT #9 LOT #8 LOT #10PROPOSEDFRONT YARD SETBACK266'-0"REQUIREDFRONT YARD SETBACK30'-0"#244 BLUE OAK BLUE OAK BLUE OAKCOAST LIVE OAK LRDALRDABLUE OAK V IEW D IREC TION FRO M SELIN D A W A YXX620 Good Condition BLUE OAK #678 Fair Condition BLUE OAK X#691 Poor Condition COAST LIVE OAK X#634 Fair Condition COAST LIVE OAK #690 Fair Condition BLUE OAK PROPERTY LINE 536.48' PROPERTY LINE 536.48'BLUE OAK PROPERTY LINE30.22'P R OP E R T Y LI N E 3 3 3.5 2' P R OP E R T Y LI N E 3 3 3.5 2' P R OP E R T Y LI N E 3 3 3.5 2'PROPERTY LI NE92.52'PROPERTY LINE23.14'PROPERTY LINE153.12'PR OPERTY LINE 34.00'PROPERTY LINE153.12'PROPERTY LINE410.10'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PROPERTY LINE 536.48'PRO PERTY LINE410.10'R E Q D. SID E Y A R D SETB A C K 2 0'-0"REQ D . SID EYA RD SETBA C K20'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"R E Q D. SID E Y A R D S ETB A C K 2 0'-0"PRO V ID ED SETBA C K66'-0"P R O VID E D SETB A C K 1 0 6'-0" D RIVEW A Y G A TESee La nd scape D raw ingsTrash Enclosure VIEW DIRECTION FROM BLOSSOMHILL ROAD PROJECT NO: DRAWN BY: CHECKED BY: OWNER: SHEET OF SHEET TITLE COPYRIGHT: SRUSTI ARCHITECTS 2019 1 2 3 4 1 2 3 4 A B C 408-507-8138 info@srustiarchitects.com C A L IFO RNIAST A TE OF DESNECIL TCETIHCRA - RSNAVAGAHB ANNAD API 3 1 -2021R EN.01 NO. C-3073 0 ARCHITECT: HARI SRIPADANNA AIA LEED AP SRUSTI ARCHITECTS 18524 MONTPERE WAY SARATOGA CA 95070 PHONE:(408) 507 8138 Planning Submittal 01: Oct19 2018 7/17/2019 12:16:38 PMA120 Site Plan 1062018 Olgaard Residence Author Checker Christian & Helen Olgaard 15365 Santella Court, Los Gatos, CA 95032 1" = 30'-0"1 Site Plan with missing arborist information 15365 Santella Court Oaks Around the Lower Slope Around the Site August 15, 2019 Appendix B: Photographs B1:Tree 244 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com of 3 8 A106 1 A106 4 A1062 A106 3 1 A Y1 Y6 4 X1 H A118 1 X4 A107 2 A107 4 A107 3 A107 5 - A1076 A107 7 - - A107 8 A1191 A119 2 A119 3 A119 4 L RDALR D A LRDALRDA LRDA LRDALRDAUTILITY EA SEM EN TXX#671 Fair Condition BLUE OAK X#675 Fair Condition BLUE OAKXX#662 Good Condition BLUE OAK SANTELLA CT.X#676 Poor Condition COAST LIVE OAKX#660 Good Condition BLUE OAK X#652 Fair Condition BLUE OAK #674 Poor Condition VALLEY OAK#668 Poor Condition BLUE OAK #682 Fair Condition BLUE OAK UTILITY EA SEM EN TUTILITY EA SEM EN TUTILITY EASEMENTL R D A LRDALRDA L RDALRDAP RI V A T E S C E N I C E A S E ME N T PRIVATE SCENIC EASEMENTPRIVATE SCENIC EASEMENT#684 Poor Condition VALLEY OAK #683 Poor Condition BLUE OAK #685 Poor Condition VALLEY OAK #681 Fair Condition BLUE OAK #680 Fair Condition BLUE OAK #679 Good Condition BLUE OAK +680'+675'+670'+665'+692' Upper Deck Lower Patio Entry Stair Lower Entry Court Garage Entry/ Visitor Parking Entry Way #653 Fair Condition BLUE OAK #654 Good Condition BLUE OAK #665 Fair Condition BLUE OAK #664 Good Condition BLUE OAK #663 Fair Condition BLUE OAK #661 Good Condition BLUE OAK #659 Good Condition BLUE OAK #667 Fair Condition COAST LIVE OAK #666 Fair Condition BLUE OAK 627 Fair Condition BLUE OAK #657 Good Condition BLUE OAK 626 Fair Condition BLUE OAK #658 Good Condition BLUE OAK #670 Fair Condition COAST LIVE OAK #669 Fair Condition BLUE OAK X#656 Fair Condition BLUE OAK 624 Good Condition BLUE OAK 236 BLUE OAK 623 Good Condition BLUE OAK 622 Good Condition BLUE OAK 677 Good Condition COAST LIVE OAK XX16' WIDE SHARED DRI WAYLOT #9 LOT #8 LOT #10PROPOSEDFRONT YARD SETBACK266'-0"REQUIREDFRONT YARD SETBACK30'-0"#244 BLUE OAK BLUE OAK BLUE OAKCOAST LIVE OAK LRDALRDABLUE OAK V IEW D IREC TION FRO M SELIN D A W A YXX620 Good Condition BLUE OAK #678 Fair Condition BLUE OAK X#691 Poor Condition COAST LIVE OAK X#634 Fair Condition COAST LIVE OAK #690 Fair Condition BLUE OAK PROPERTY LINE 536.48' PROPERTY LINE 536.48'BLUE OAK PROPERTY LINE30.22'P R OP E R T Y LI N E 3 3 3.5 2' P R OP E R T Y LI N E 3 3 3 .5 2' P R OP E R T Y LI N E 3 3 3 .5 2'PROPERTY LINE92.52'PROPERTY LINE23.14'PROPERTY LINE153.12'PR OPERTY LINE 34.00'PROPERTY LINE153.12'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PROPERTY LINE 536.48'PRO PERTY LINE410.10'R E Q D . SI D E Y A R D S E T B A C K 2 0'-0"REQ D . SID EYA RD SETBA C K20'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"R E Q D . SID E Y A R D S ETB A C K 2 0'-0"PRO V ID ED SETBA C K66'-0"P R O VI D E D S ETB A C K 1 0 6'-0" D RIVEW AY G A TESee Landscape D raw ingsTrash Enclosure VIEW DIRECTION FROM BLOSSOMHILL ROAD PROJECT NO: DRAWN BY: CHECKED BY: OWNER: SHEET OF SHEET TITLE COPYRIGHT: SRUSTI ARCHITECTS 2019 1 2 3 4 1 2 3 4 A B C 408-507-8138 info@srustiarchitects.com C A L IFO RNIAST A T E OF DESNECIL TCETIHCRA - RSNAVAGAH BANNAD API 3 1 -2021R EN.01 NO. C-3073 0 ARCHITECT: HARI SRIPADANNA AIA LEED AP SRUSTI ARCHITECTS 18524 MONTPERE WAY SARATOGA CA 95070 PHONE:(408) 507 8138 Planning Submittal 01: Oct19 2018 7/17/2019 12:16:38 PMA120 Site Plan 1062018 Olgaard Residence Author Checker Christian & Helen Olgaard 15365 Santella Court, Los Gatos, CA 95032 1" = 30'-0"1 Site Plan with missing arborist information 15365 Santella Court Oaks Around the Lower Slope Around the Site August 15, 2019 B2: Oaks along the west side Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com of 4 8 A106 1 A106 4 A1062 A106 3 1 A Y1 Y6 4 X1 H A118 1 X4 A107 2 A107 4 A107 3 A107 5 - A1076 A107 7 - - A107 8 A1191 A119 2 A119 3 A119 4 L RDALR D A LRDALRDA LRDA LRDALRDAUTILITY EA SEM EN TXX#671 Fair Condition BLUE OAK X#675 Fair Condition BLUE OAKXX#662 Good Condition BLUE OAK SANTELLA CT.X#676 Poor Condition COAST LIVE OAKX#660 Good Condition BLUE OAK X#652 Fair Condition BLUE OAK #674 Poor Condition VALLEY OAK#668 Poor Condition BLUE OAK #682 Fair Condition BLUE OAK UTILITY EA SEM EN TUTILITY EA SEM EN TUTILITY EASEMENTL R D A LRDALRDA L RDALRDAP RI V A T E S C E N I C E A S E ME N T PRIVATE SCENIC EASEMENTPRIVATE SCENIC EASEMENT#684 Poor Condition VALLEY OAK #683 Poor Condition BLUE OAK #685 Poor Condition VALLEY OAK #681 Fair Condition BLUE OAK #680 Fair Condition BLUE OAK #679 Good Condition BLUE OAK +680'+675'+670'+665'+692' Upper Deck Lower Patio Entry Stair Lower Entry Court Garage Entry/ Visitor Parking Entry Way #653 Fair Condition BLUE OAK #654 Good Condition BLUE OAK #665 Fair Condition BLUE OAK #664 Good Condition BLUE OAK #663 Fair Condition BLUE OAK #661 Good Condition BLUE OAK #659 Good Condition BLUE OAK #667 Fair Condition COAST LIVE OAK #666 Fair Condition BLUE OAK 627 Fair Condition BLUE OAK #657 Good Condition BLUE OAK 626 Fair Condition BLUE OAK #658 Good Condition BLUE OAK #670 Fair Condition COAST LIVE OAK #669 Fair Condition BLUE OAK X#656 Fair Condition BLUE OAK 624 Good Condition BLUE OAK 236 BLUE OAK 623 Good Condition BLUE OAK 622 Good Condition BLUE OAK 677 Good Condition COAST LIVE OAK XX16' WIDE SHARED DRIWAYLOT #9 LOT #8 LOT #10PROPOSEDFRONT YARD SETBACK266'-0"REQUIREDFRONT YARD SETBACK30'-0"#244 BLUE OAK BLUE OAK BLUE OAKCOAST LIVE OAK LRDALRDABLUE OAK V IEW D IREC TION FRO M SELIN D A W A YXX620 Good Condition BLUE OAK #678 Fair Condition BLUE OAK X#691 Poor Condition COAST LIVE OAK X#634 Fair Condition COAST LIVE OAK #690 Fair Condition BLUE OAK PROPERTY LINE 536.48' PROPERTY LINE 536.48' BLUE OAK PROPERTY LINE30.22'P R OP E R T Y LI N E 3 3 3 .5 2' P R OP E R T Y LI N E 3 3 3 .5 2' P R OP E R T Y LI N E 3 3 3.5 2'PROPERTY LINE92.52'PROPERTY LINE23.14'PROPERTY LINE153.12'PR O PERTY LINE 34.00'PROPERTY LINE153.12'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PROPERTY LINE 536.48'PRO PERTY LINE410.10'R E Q D . SI D E Y A R D S E TB A C K 2 0'-0"REQ D . SID EYA RD SETBA C K20'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"R E Q D . SI D E Y A R D S ET B A C K 2 0'-0"PRO VID ED SETBA C K66'-0"P R O VI D E D S E TB A C K 1 0 6'-0" D RIVEW A Y G A TESee Landscape D raw ingsTrash Enclosure VIEW DIRECTION FROM BLOSSOMHILL ROAD PROJECT NO: DRAWN BY: CHECKED BY: OWNER: SHEET OF SHEET TITLE COPYRIGHT: SRUSTI ARCHITECTS 2019 1 2 3 4 1 2 3 4 A B C 408-507-8138 info@srustiarchitects.com C A L IFO RNIAST A TE OF DESNECIL TCETIHCRA - RSNAVAGAH BANNAD API 3 1 -2021R EN.01 NO. C-3073 0 ARCHITECT: HARI SRIPADANNA AIA LEED AP SRUSTI ARCHITECTS 18524 MONTPERE WAY SARATOGA CA 95070 PHONE:(408) 507 8138 Planning Submittal 01: Oct19 2018 7/17/2019 12:16:38 PMA120 Site Plan 1062018 Olgaard Residence Author Checker Christian & Helen Olgaard 15365 Santella Court, Los Gatos, CA 95032 1" = 30'-0"1Site Plan with missing arborist information 15365 Santella Court Oaks Around the Lower Slope Around the Site August 15, 2019 B3: Northeast area Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com of 5 8 A106 1 A106 4 A1062 A106 3 1 A Y1 Y6 4 X1 H A118 1 X4 A107 2 A107 4 A107 3 A107 5 - A1076 A107 7 - - A107 8 A1191 A119 2 A119 3 A119 4 L RDALR D A LRDALRDA LRDA LRDALRDAUTILITY EA SEM EN TXX#671 Fair Condition BLUE OAK X#675 Fair Condition BLUE OAKXX#662 Good Condition BLUE OAK SANTELLA CT.X#676 Poor Condition COAST LIVE OAKX#660 Good Condition BLUE OAK X#652 Fair Condition BLUE OAK #674 Poor Condition VALLEY OAK#668 Poor Condition BLUE OAK #682 Fair Condition BLUE OAK UTILITY EA SEM EN TUTILITY EA SEM EN TUTILITY EASEMENTL R D A LRDALRDA L RDALRDAP RIV A T E S C E NI C E A S E ME N T PRIVATE SCENIC EASEMENTPRIVATE SCENIC EASEMENT#684 Poor Condition VALLEY OAK #683 Poor Condition BLUE OAK #685 Poor Condition VALLEY OAK #681 Fair Condition BLUE OAK #680 Fair Condition BLUE OAK #679 Good Condition BLUE OAK +680'+675'+670'+665'+692' Upper Deck Lower Patio Entry Stair Lower Entry Court Garage Entry/ Visitor Parking Entry Way #653 Fair Condition BLUE OAK #654 Good Condition BLUE OAK #665 Fair Condition BLUE OAK #664 Good Condition BLUE OAK #663 Fair Condition BLUE OAK #661 Good Condition BLUE OAK #659 Good Condition BLUE OAK #667 Fair Condition COAST LIVE OAK #666 Fair Condition BLUE OAK 627 Fair Condition BLUE OAK #657 Good Condition BLUE OAK 626 Fair Condition BLUE OAK #658 Good Condition BLUE OAK #670 Fair Condition COAST LIVE OAK #669 Fair Condition BLUE OAK X#656 Fair Condition BLUE OAK 624 Good Condition BLUE OAK 236 BLUE OAK 623 Good Condition BLUE OAK 622 Good Condition BLUE OAK 677 Good Condition COAST LIVE OAK XX16' WI DE SHARED DRIWAYLOT #9 LOT #8 LOT #10PROPOSEDFRONT YARD SETBACK266'-0"REQUIREDFRONT YARD SETBACK30'-0"#244 BLUE OAK BLUE OAK BLUE OAKCOAST LIVE OAK LRDALRDABLUE OAK V IEW D IREC TION FRO M SELIN D A W A YXX620 Good Condition BLUE OAK #678 Fair Condition BLUE OAK X#691 Poor Condition COAST LIVE OAK X#634 Fair Condition COAST LIVE OAK #690 Fair Condition BLUE OAK PROPERTY LINE 536.48' PROPERTY LINE 536.48'BLUE OAK PROPERTY LINE30.22'P R OP E R T Y LI N E 3 3 3.5 2' P R OP E R T Y LI N E 3 3 3.5 2' P R OP E R T Y LI N E 3 3 3.5 2'PROPERTY LINE92.52'PROPERTY LINE23.14'PROPERTY LINE153.12'PROPERTY LINE 34.00'PROPERTY LINE153.12'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PROPERTY LINE 536.48'PRO PERTY LINE410.10'R E Q D . SID E Y A R D SETB A C K 2 0'-0"REQ D . SID EYA RD SETBA C K20'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"R E Q D. SID E Y A R D SETB A C K 2 0'-0"PRO VID ED SETBA C K66'-0"P R O VID E D SETB A C K 1 0 6'-0" D RIVEW A Y G A TESee Landscape D raw ingsTrash Enclosure VIEW DIRECTION FROM BLOSSOMHILL ROAD PROJECT NO: DRAWN BY: CHECKED BY: OWNER: SHEET OF SHEET TITLE COPYRIGHT: SRUSTI ARCHITECTS 2019 1 2 3 4 1 2 3 4 A B C 408-507-8138 info@srustiarchitects.com C A L IFO RNIAST A TE OF DESNECIL TCETIHCRA - RSNAVAGAH BANNAD API 3 1 -2021R EN.01 NO. C-3073 0 ARCHITECT: HARI SRIPADANNA AIA LEED AP SRUSTI ARCHITECTS 18524 MONTPERE WAY SARATOGA CA 95070 PHONE:(408) 507 8138 Planning Submittal 01: Oct19 2018 7/17/2019 12:16:38 PMA120 Site Plan 1062018 Olgaard Residence Author Checker Christian & Helen Olgaard 15365 Santella Court, Los Gatos, CA 95032 1" = 30'-0"1 Site Plan with missing arborist information 15365 Santella Court Oaks Around the Lower Slope Around the Site August 15, 2019 B4: North side beyond the fence Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com of 6 8 A106 1 A106 4 A1062 A106 3 1 A Y1 Y6 4 X1 H A118 1 X4 A107 2 A107 4 A107 3 A107 5 - A1076 A107 7 - - A107 8 A1191 A119 2 A119 3 A119 4 L RDALRD A LRDALRDA LRDA LRDALRDAUTILITY EA SEM EN TXX#671 Fair Condition BLUE OAK X#675 Fair Condition BLUE OAKXX#662 Good Condition BLUE OAK SANTELLA CT.X#676 Poor Condition COAST LIVE OAKX#660 Good Condition BLUE OAK X#652 Fair Condition BLUE OAK #674 Poor Condition VALLEY OAK#668 Poor Condition BLUE OAK #682 Fair Condition BLUE OAK UTILITY EA SEM EN TUTILITY EA SEM ENTUTILITY EASEMENTL R D A LRDALRDA L RDALRDAP RI V A T E S C E N I C E A S E ME N T PRIVATE SCENIC EASEMENTPRIVATE SCENIC EASEMENT#684 Poor Condition VALLEY OAK #683 Poor Condition BLUE OAK #685 Poor Condition VALLEY OAK #681 Fair Condition BLUE OAK #680 Fair Condition BLUE OAK #679 Good Condition BLUE OAK +680'+675'+670'+665'+692' Upper Deck Lower Patio Entry Stair Lower Entry Court Garage Entry/ Visitor Parking Entry Way #653 Fair Condition BLUE OAK #654 Good Condition BLUE OAK #665 Fair Condition BLUE OAK #664 Good Condition BLUE OAK #663 Fair Condition BLUE OAK #661 Good Condition BLUE OAK #659 Good Condition BLUE OAK #667 Fair Condition COAST LIVE OAK #666 Fair Condition BLUE OAK 627 Fair Condition BLUE OAK #657 Good Condition BLUE OAK 626 Fair Condition BLUE OAK #658 Good Condition BLUE OAK #670 Fair Condition COAST LIVE OAK #669 Fair Condition BLUE OAK X#656 Fair Condition BLUE OAK 624 Good Condition BLUE OAK 236 BLUE OAK 623 Good Condition BLUE OAK 622 Good Condition BLUE OAK 677 Good Condition COAST LIVE OAK XX16' WI DE SHARED DRIWAYLOT #9 LOT #8 LOT #10PROPOSEDFRONT YARD SETBACK266'-0"REQUIREDFRONT YARD SETBACK30'-0"#244 BLUE OAK BLUE OAK BLUE OAKCOAST LIVE OAK LRDALRDABLUE OAK V IEW D IREC TION FRO M SELIN D A W A YXX620 Good Condition BLUE OAK #678 Fair Condition BLUE OAK X#691 Poor Condition COAST LIVE OAK X#634 Fair Condition COAST LIVE OAK #690 Fair Condition BLUE OAK PROPERTY LINE 536.48' PROPERTY LINE 536.48'BLUE OAK PROPERTY LINE30.22'P R OP E R T Y LI N E 3 3 3 .5 2' P R OP E R T Y LI N E 3 3 3.5 2' P R OP E R T Y LI N E 3 3 3.5 2'PROPERTY LI NE92.52'PROPERTY LINE23.14'PROPERTY LINE153.12'PR OPERTY LINE 34.00'PROPERTY LINE153.12'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PROPERTY LINE 536.48'PRO PERTY LINE410.10'R E Q D . SID E Y A R D SETB A C K 2 0'-0"REQ D . SID EYA RD SETBA C K20'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"R E Q D . SID E Y A R D SETB A C K 2 0'-0"PRO V ID ED SETBA C K66'-0"P R O VID E D SETB A C K 1 0 6'-0" D RIVEW AY G A TESee Landscape Draw ingsTrash Enclosure VIEW DIRECTION FROM BLOSSOMHILL ROAD PROJECT NO: DRAWN BY: CHECKED BY: OWNER: SHEET OF SHEET TITLE COPYRIGHT: SRUSTI ARCHITECTS 2019 1 2 3 4 1 2 3 4 A B C 408-507-8138 info@srustiarchitects.com C A L IFO RNIAST A TE OF DESNECIL TCETIHCRA - RSNAVAGAH BANNAD API 3 1 -2021R EN.01 NO. C-3073 0 ARCHITECT: HARI SRIPADANNA AIA LEED AP SRUSTI ARCHITECTS 18524 MONTPERE WAY SARATOGA CA 95070 PHONE:(408) 507 8138 Planning Submittal 01: Oct19 2018 7/17/2019 12:16:38 PMA120 Site Plan 1062018 Olgaard Residence Author Checker Christian & Helen Olgaard 15365 Santella Court, Los Gatos, CA 95032 1" = 30'-0"1 Site Plan with missing arborist information 15365 Santella Court Oaks Around the Lower Slope Around the Site August 15, 2019 B5: North side down slope Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com of 7 8 A106 1 A106 4 A1062 A106 3 1 A Y1 Y6 4 X1 H A118 1 X4 A107 2 A107 4 A107 3 A107 5 - A1076 A107 7 - - A107 8 A1191 A119 2 A119 3 A119 4 L RDALRD A LRDALRDA LRDA LRDALRDAUTILITY EA SEM EN TXX#671 Fair Condition BLUE OAK X#675 Fair Condition BLUE OAKXX#662 Good Condition BLUE OAK SANTELLA CT.X#676 Poor Condition COAST LIVE OAKX#660 Good Condition BLUE OAK X#652 Fair Condition BLUE OAK #674 Poor Condition VALLEY OAK#668 Poor Condition BLUE OAK #682 Fair Condition BLUE OAK UTILITY EA SEM EN TUTILITY EA SEM ENTUTILITY EASEMENTL R D A LRDALRDA L RDALRDAP RI V A T E S C E N I C E A S E M E N T PRIVATE SCENIC EASEMENTPRIVATE SCENIC EASEMENT#684 Poor Condition VALLEY OAK #683 Poor Condition BLUE OAK #685 Poor Condition VALLEY OAK #681 Fair Condition BLUE OAK #680 Fair Condition BLUE OAK #679 Good Condition BLUE OAK +680'+675'+670'+665'+692' Upper Deck Lower Patio Entry Stair Lower Entry Court Garage Entry/ Visitor Parking Entry Way #653 Fair Condition BLUE OAK #654 Good Condition BLUE OAK #665 Fair Condition BLUE OAK #664 Good Condition BLUE OAK #663 Fair Condition BLUE OAK #661 Good Condition BLUE OAK #659 Good Condition BLUE OAK #667 Fair Condition COAST LIVE OAK #666 Fair Condition BLUE OAK 627 Fair Condition BLUE OAK #657 Good Condition BLUE OAK 626 Fair Condition BLUE OAK #658 Good Condition BLUE OAK #670 Fair Condition COAST LIVE OAK #669 Fair Condition BLUE OAK X#656 Fair Condition BLUE OAK 624 Good Condition BLUE OAK 236 BLUE OAK 623 Good Condition BLUE OAK 622 Good Condition BLUE OAK 677 Good Condition COAST LIVE OAK XX16' WIDE SHARED DRI WAYLOT #9 LOT #8 LOT #10PROPOSEDFRONT YARD SETBACK266'-0"REQUIREDFRONT YARD SETBACK30'-0"#244 BLUE OAK BLUE OAK BLUE OAKCOAST LIVE OAK LRDALRDABLUE OAK V IEW D IREC TION FRO M SELIN D A W A YXX620 Good Condition BLUE OAK #678 Fair Condition BLUE OAK X#691 Poor Condition COAST LIVE OAK X#634 Fair Condition COAST LIVE OAK #690 Fair Condition BLUE OAK PROPERTY LINE 536.48' PROPERTY LINE 536.48'BLUE OAK PROPERTY LINE30.22'P R OP E R T Y LI N E 3 3 3.5 2' P R OP E R T Y LI N E 3 3 3.5 2' P R OP E R T Y LI N E 3 3 3.5 2'PROPERTY LINE92.52'PROPERTY LINE23.14'PROPERTY LINE153.12'PR OPERTY LINE 34.00'PROPERTY LINE153.12'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PROPERTY LINE 536.48'PRO PERTY LINE410.10'R E Q D . SID E Y A R D S ETB A C K 2 0'-0"REQ D . SID EYA RD SETBA C K20'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"R E Q D . SID E Y A R D SETB A C K 2 0'-0"PRO V ID ED SETBA C K66'-0"P R O VID E D SETB A C K 1 0 6'-0" D RIVEW AY G A TESee Landscape Draw ingsTrash Enclosure VIEW DIRECTION FROM BLOSSOMHILL ROAD PROJECT NO: DRAWN BY: CHECKED BY: OWNER: SHEET OF SHEET TITLE COPYRIGHT: SRUSTI ARCHITECTS 2019 1 2 3 4 1 2 3 4 A B C 408-507-8138 info@srustiarchitects.com C A L IFO RNIAST A TE OF DESNECIL TCETIHCRA - RSNAVAGAH BANNAD API 3 1 -2021R EN.01 NO. C-3073 0 ARCHITECT: HARI SRIPADANNA AIA LEED AP SRUSTI ARCHITECTS 18524 MONTPERE WAY SARATOGA CA 95070 PHONE:(408) 507 8138 Planning Submittal 01: Oct19 2018 7/17/2019 12:16:38 PMA120 Site Plan 1062018 Olgaard Residence Author Checker Christian & Helen Olgaard 15365 Santella Court, Los Gatos, CA 95032 1" = 30'-0"1 Site Plan with missing arborist information 15365 Santella Court Oaks Around the Lower Slope Around the Site August 15, 2019 B6: Blue oaks west side Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com of 8 8 A106 1 A106 4 A1062 A106 3 1 A Y1 Y6 4 X1 H A118 1 X4 A107 2 A107 4 A107 3 A107 5 - A1076 A107 7 - - A107 8 A1191 A119 2 A119 3 A119 4 L RDALR D A LRDALRDA LRDA LRDALRDAUTILITY EA SEM EN TXX#671 Fair Condition BLUE OAK X#675 Fair Condition BLUE OAKXX#662 Good Condition BLUE OAK SANTELLA CT.X#676 Poor Condition COAST LIVE OAKX#660 Good Condition BLUE OAK X#652 Fair Condition BLUE OAK #674 Poor Condition VALLEY OAK#668 Poor Condition BLUE OAK #682 Fair Condition BLUE OAK UTILITY EA SEM EN TUTILITY EASEM EN TUTILITY EASEMENTL R D A LRDALRDA L RDALRDAP RI V A T E S C E N I C E A S E ME N T PRIVATE SCENIC EASEMENTPRIVATE SCENIC EASEMENT#684 Poor Condition VALLEY OAK #683 Poor Condition BLUE OAK #685 Poor Condition VALLEY OAK #681 Fair Condition BLUE OAK #680 Fair Condition BLUE OAK #679 Good Condition BLUE OAK +680'+675'+670'+665'+692' Upper Deck Lower Patio Entry Stair Lower Entry Court Garage Entry/ Visitor Parking Entry Way #653 Fair Condition BLUE OAK #654 Good Condition BLUE OAK #665 Fair Condition BLUE OAK #664 Good Condition BLUE OAK #663 Fair Condition BLUE OAK #661 Good Condition BLUE OAK #659 Good Condition BLUE OAK #667 Fair Condition COAST LIVE OAK #666 Fair Condition BLUE OAK 627 Fair Condition BLUE OAK #657 Good Condition BLUE OAK 626 Fair Condition BLUE OAK #658 Good Condition BLUE OAK #670 Fair Condition COAST LIVE OAK #669 Fair Condition BLUE OAK X#656 Fair Condition BLUE OAK 624 Good Condition BLUE OAK 236 BLUE OAK 623 Good Condition BLUE OAK 622 Good Condition BLUE OAK 677 Good Condition COAST LIVE OAK XX16' WIDE SHARED DRIWAYLOT #9 LOT #8 LOT #10PROPOSEDFRONT YARD SETBACK266'-0"REQUIREDFRONT YARD SETBACK30'-0"#244 BLUE OAK BLUE OAK BLUE OAKCOAST LIVE OAK LRDALRDABLUE OAK V IEW D IREC TION FRO M SELIN D A W A YXX620 Good Condition BLUE OAK #678 Fair Condition BLUE OAK X#691 Poor Condition COAST LIVE OAK X#634 Fair Condition COAST LIVE OAK #690 Fair Condition BLUE OAK PROPERTY LINE 536.48' PROPERTY LINE 536.48'BLUE OAK PROPERTY LINE30.22'P R OP E R T Y LI N E 3 3 3 .5 2' P R OP E R T Y LI N E 3 3 3 .5 2' P R OP E R T Y LI N E 3 3 3.5 2'PROPERTY LINE92.52'PROPERTY LINE23.14'PROPERTY LINE153.12'PR O PERTY LINE 34.00'PROPERTY LINE153.12'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PRO PERTY LINE410.10'PROPERTY LINE 536.48'PRO PERTY LINE410.10'R E Q D . SI D E Y A R D S E TB A C K 2 0'-0"REQ D . SID EYA RD SETBA C K20'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"R E Q D . SI D E Y A R D S E TB A C K 2 0'-0"PRO V ID ED SETBAC K66'-0"P R O VID E D S ETB A C K 1 0 6'-0" D RIVEW A Y G ATESee Landscape D raw ingsTrash Enclosure VIEW DIRECTION FROM BLOSSOMHILL ROAD PROJECT NO: DRAWN BY: CHECKED BY: OWNER: SHEET OF SHEET TITLE COPYRIGHT: SRUSTI ARCHITECTS 2019 1 2 3 4 1 2 3 4 A B C 408-507-8138 info@srustiarchitects.com C A L IFO RNIAST A T E OF DESNECIL TCETIHCRA - RSNAVAGAH BANNAD API 3 1 -2021R EN.01 NO. C-3073 0 ARCHITECT: HARI SRIPADANNA AIA LEED AP SRUSTI ARCHITECTS 18524 MONTPERE WAY SARATOGA CA 95070 PHONE:(408) 507 8138 Planning Submittal 01: Oct19 2018 7/17/2019 12:16:38 PMA120 Site Plan 1062018 Olgaard Residence Author Checker Christian & Helen Olgaard 15365 Santella Court, Los Gatos, CA 95032 1" = 30'-0"1 Site Plan with missing arborist information (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE Existing Site Conditions & Visibility / Tree Screening Analysis EXHIBIT 10 (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 Blossom Hill/LG Blvd. and Selinda Way/LG Almaden Rd. viewing areas were identified as the nearest to the project from where the home could be potentially seen. N 12/9/2019 2 Location of Viewing Areas & Project Site (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 3 12/9/2019 Blossom Hill/LG Blvd. viewing Area is about 1.36 miles away & 316 feet lower than project site Cross Section of Topography from the observation area to the project site Location of Viewing Areas & Project SiteTerrain blocks the view of the site unless the observer is at least a mile away Viewing Area Site Location (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 4 Selinda Wy/LG Almaden Rd. viewing Area is about 1.43 miles away & 462 feet lower than project site 12/9/2019 Cross Section of Topography from the observation area to the project site Location of Viewing Areas & Project SiteTerrain blocks the view of the site unless the observer is at least a mile away Site Location Viewing Area (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 5 Site Location 12/9/2019 Project site seen with a naked eye (50 mm lens), 500 feet closer from Blossom Hill /LG Blvd intersection.Project Site Photographs from Viewing Areas (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 6Project site seen with a telephoto (300 mm)lens,500 feet closer from Blossom Hill /Los Gatos Blvd intersection, when story poles were installed. 12/9/2019 Project Site Photographs from Viewing AreasSite Location Site Location (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 7Project site seen with a naked eye (50 mm lens) at Blossom Hill /LG Blvd intersection. 12/9/2019 Project Site Photographs from Viewing AreasSite Location (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 Project Site Photographs from Viewing Areas12/9/2019 8Project site seen with a telephoto (300 mm) lens from Blossom Hill /Los Gatos Blvd intersection, when story poles were installed. Site Location (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 9 12/9/2019 Project site seen with a naked eye (50 mm lens), 500 feet away from Blossom Hill /LG Blvd intersection.Project Site Photographs from Viewing AreasSite Location (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 10Project site seen with a telephoto (300 mm) lens, 500 feet away from Blossom Hill /Los Gatos Blvd intersection, when story poles were installed. 12/9/2019 Project Site Photographs from Viewing AreasSite LocationSite Location (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 Project Site Photographs from Viewing Areas12/9/2019 11Project site seen with a naked eye (50 mm lens), 500 feet closer from Selinda Way/LG Almaden Rd. intersection. Site Location (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 12Project site seen with a telephoto (300 mm)lens,500 feet closer from Selinda Way/LG Almaden Rd. intersection. 12/9/2019 Project Site Photographs from Viewing AreasSite Location (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 13Project site seen with a naked eye (50 mm lens) at Selinda Way/LG Almaden Rd. intersection. This picture was taken at Lee Highschool fence (near the observation area) to get a clear view of the site Approximate Site Location 12/9/2019 Site Location Project Site Photographs from Viewing Areas (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 14Project site seen with a telephoto (300 mm) lens, from Selinda Way/LG Almaden Rd. intersection. This picture was taken at Lee Highschool fence (near the observation area) to get a clear view of the site. 12/9/2019 Project Site Photographs from Viewing AreasSite Location (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 15Project site seen with a naked eye (50 mm lens) 500 feet away from Selinda Way/LG Almaden Rd. intersection. 12/9/2019 Project Site Photographs from Viewing AreasSite Location Site Location (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 Project Site Photographs from Viewing Areas12/9/2019 16Project site seen with a telephoto (300 mm) lens, 500 feet away from Selinda Way/LG Almaden Rd. intersection. Site Location (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 17 12/9/2019 Site Plan (Trees used for Visibility Analysis) (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 18 12/9/2019 Site Plan (Trees used for Visibility Analysis) (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 12/9/2019 19 N0 25 50 675244684676677678679 680 656685Y3Y1Y2 X1 X2Z6 669 Z4 Z2 Z3 Z5 668 670 Aerial View from North662 664 663 661 Trees used for screening are identified with an orange outline. Trees proposed to be removed are identified by red outline (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 Aerial view from South20 N 0 25 50 674 Z4670669668Z2 Z3 Z6 X2671 Y3 Y2Y1 Lot 10 Z5 676 675 244 656 680 679 622 X1 678 12/9/2019 657 677658 Trees used for screening are identified with an orange outline. Trees proposed to be removed are identified by red outline (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 12/9/2019 21 Blossom Hill Rd. Way View Analysis Existing GradeBuilding Outline Existing Grade +694’0”Blossom Hill 300 mm telephoto lens ViewRoofline +710’0” (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 Blossom Hill 300 mm telephoto lens View12/9/2019 22 675 660 626676 677 622 624 626 661 663 664 662669668 671670 Due to dense healthy tree cover & only a few trees proposed to be removed, 0% of the home surface would be seen from Blossom Hill Observation Area Blossom Hill Rd. Way View Analysis Area of Visible Home =0 sf= 0% (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 View from Francis Oaks Road12/9/2019 23 674 Z4 670668671X1675244 Lot 10 669679 680 678 Z6 Trees used for screening are identified with an orange outline. Trees proposed to be removed are identified by red outline Selinda Way View Analysis (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 Elevation from Selinda Way Observation Area12/9/2019 24 Selinda Way View Analysis (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 Selinda Way 300 mm telephoto lens View12/9/2019 25 Existing Grade Roofline +710’0” Existing Grade +694’0” Selinda Way View Analysis (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 Selinda Way 300 mm telephoto lens View26 12/9/2019 Building Area seen 917 sf. < 24% Building Area 3,825 sf. Roofline +710’0” Existing Grade +694’0” Selinda Way View Analysis (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 Enlarged Selinda Way Telephoto Lens View27 674 Z4 Z5 Trees below 670 668 671 Y3 675679 680 244 677678 X2 X1 Z6 Trees below 674 Z2 Z3 Total surface area of the building elevation = 3,825 sf. Area of Visible Home =917 sf= 24% 12/9/2019 670 Y1 Y2 669 Building area seen after tree removal 917 sf. < 24% Selinda Way View Analysis (408) 507 8138 www.srustiarchitects.comSrusti ArchitectsOLGAARD RESIDENCE-VISIBILITY/TREE SCREENING ANALYSIS 15365 Santella Court-Los Gatos-CA 95032 Rendering of the home seen by 300 mm lens12/9/2019 28Unless the observer is at least a mile away from the site, it cannot be seen. Given that distance one cannot distinguish the home with a naked eye. This home with low LRV surface material values, even when seen with 300 mm telephoto lens, it will have very little impact to the hillside views, from Selinda Way viewing area. Selinda Way View Analysis Re: Olgaard Residence- Neighborhood Outreach for the Proposed Design Site Address:15365 Santella Court; APN: 527-09-036. Architecture & Site Application# S-18-052. Date: Nov 18, 2019 18524 Montpere Way, Saratoga, CA 95070 ■ ph.# 408 507-8138 ■ www.srustiarchitects.com ■ Olgaard Residence-15365 Santella Court- Architecture & Site Application# S-18-052. 1 Dear Planning Commissioners Community Development Department. Town of Los Gatos Below is the summary of neighborhood outreach. We have communicated with neighbors on all adjacent properties and sent them the drawings for review. They are •Rizwan Ahmed on Lot # 8,15371 Santella Ct. •Luis Felipe Visoso Lomelin on Lot #10, 15358 Santella Ct. •Tina and Eldon Mayer at Lot #4, 15657 Shady Lane. •Mark Russell at 15500 Francis Oaks way. All of them received the design drawings and did not express any concerns regarding the project design. We have attached all neighborhood notification letters we received so far. Sincerely Hari Sripadanna AIA C-30730 Srusti Architects P - 408-507-8138 hari@srustiarchitects.com We collaborate to create sustainable spaces. www.srustiarchitects.com EXHIBIT 11 PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:21:57 PMA000Title Sheet1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032O L G A A R D R E S I D E N C E(APN): 527-09-036. 15365 SANTELLA COURT, LOS GATOS CALIFORNIA 95032PLANNING DEPARTMENT DEVELOPMENT APPLICATIONEXHIBIT 12 DWA1011SIM101A1011Ref1Ref1Ref1Ref01View Name1/8" = 1'-0"1tNorth Arrow (Direction)Align Symbol(refers to adjacent plane)Detail Call Out(refers to view &Sheet Number)Grid Bubble(reference line call out)Datum Point or Work Pointor Control PointBuilding Section Call Out(Identifies section cut location,view direction & refersview and sheet number)Building Wall(Screened line indicate "existing"dashed lines indicate"for demolition")View Reference Symbol(indicates location of the View & Sheet numbers)View Call Out(indicates the number & scale of the drawing view)Window Symbol & Tag(indicates the location& type of the window)Door Symbol and Tag(indicates the location, direction and type of the swing door)Sliding Door Symbol and Tag(indicates the location, type of the sliding door)Vanity Unit Lavatory Faucets: ≤1.5 gpmWall Hung Water Closet. Max. 1.28 Gallons per Flush) W/ concealed cisternBath Tub101Roof DrainCook TopDish WasherFloor DrainLinear Shower DrainHose bibShower Head, 2GPM Max.Built-in Double OvenRefrigeratorRange Exhaust hoodClothes WasherClothes Dryer1A101SIMNameElevation1AY1Y64X1H292 SFB131'-2"318 SFB219 SFB416 SFB3410 SFL1500 SFL21130 SFL7137 SFL4109 SFL5710 SFG1230 SFL34'-7 1/2"17'-8"115 SFL831'-3 1/2"6'-6"65 SFL6X429'-6"16'-3 1/2"6'-8"9'-11"22'-11 1/2"17'-8 1/2"19'-0"34'-9 1/2"14'-3"14'-0 1/2"9'-7"7'-3 1/2"11'-4 1/2"9'-7 1/2"22'-4"8'-11 1/2"112 SFB58'-9"1AY1Y64X1H382 SFU1793 SFU254 SFU3240 SFU11241 SFU4537 SFU5273 SFU611 SFU723 SFU954 SFU10225 SFU813'-4 1/2"11'-1"22'-2 1/2"4'-10"17'-0"14'-0"8'-3"6'-3"17'-2"16'-1"7'-2"28'-2 1/2"28'-7 1/2"14'-10 1/2"18'-9"6'-3 1/2"X4PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:22:00 PMA100Project Data Sheet1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032SPEC. SPECIFICATIONSS STAINLESS STEELSSD SEE STRUCTURAL DRAWINGSSTD STANDARDSTL STEELSTRUCT. STRUCTURALSYM. SYMMETRICALT&B TOP & BOTTOMT.C. TOP OF CURBT.O. TOP OFT.O.C. TOP OF CURB/CONCRETET.O.G. TOP OF GRADET.O.P. TOP OF PARAPET/TOP OF PLATET.O.S. TOP OF STEEL/TOP OF SLABT.O.W. TOP OF WALLT.P.D. TOILET PAPER DISPENSERT.S. TUBE STEELT.V. TELEVISIONTHK. THICKTYP. TYPICALU.O.N. UNLESS OTHERWISE NOTEDUC. UNDERCUTV.I.F. VERIFY IN FIELDW.C. WATER CLOSETW.H. WATER HEATERW.P. WATER PROOFW.S. WEATHER STRIPPINGW/ WITHW/O WITHOUTWD WOODWDW WINDOWWSCT WAINSCOTWWM WELDED WIRE MESHNA NOT APPLICABLEO.C. ON CENTERO.F.C.I. OWNER FURNISHEDCONTRACTOR INSTALLEDO.F.O.I. OWNER FURNISHED OWNERINSTALLEDO.H. OPPOSITE HANDO/ OVEROPP. OPPOSITEP.H. PANIC HARDWAREP.U.E PUBLIC UTILITY EASEMENTPAV. PAVINGPLYWD. PLYWOODR.D./O.D. ROOF DRAIN/OVERFLOW DRAINR.H.M.S. ROUND HEAD MACHINE SCREWR.H.S.M.S ROUND HEAD SHEET METALSCREWR.H.W.S. ROUND HEAD WOOD SCREWR.W.L. RAIN WATER LEADERRAD. RADIUSREF. REFERENCEREFR. REFRIGERATORREQ. REQUIREDS.C. SOLID CORES.F. SQUARE FOOTAGESCD SEE CIVIL DRAWINGSSECT. SECTIONSED SEE ELECTRICAL DRAWINGSSHT. SHEETSIM. SIMILARSMD SEE MECHANICAL DRAWINGSSMS SHEET METAL SCREWSPD SEE PLUMBING DRAWINGSF.F. FINISH FLOORF.H.M.S. FLAT HEAD MACHINE SCREWF.H.W.S. FLAT HEAD WOOD SCREWF.O. FACE OFF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.P. FACE OF PLYWOODF.O.S. FACE OF STUDFDN. FOUNDATIONFIN. FINISHFT. FOOTFURR. FURRINGG.I. GALVANIZED IRONGA. GAUGEGALV. GALVANIZEDGYP.BD. GYPSUM BOARDH.B. HOSE BIBHGT. HEIGHTINFO. INFORMATIONINSUL. INSULATIONINT. INTERIORJB. JUNCTION BOXL.D. LANDSCAPE DRAWINGSL.H. LEFT HANDMAX. MAXIMUMMECH. MECHANICALMET. METALMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSMTD. MOUNTEDN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALECLKG. CAULKINGCLO. CLOSETCLR. CLEARCMU CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONT. CONTINUOUSCTR. CENTERCTSK. COUNTERSUNKD.L. DOOR LOUVERD.S. DOWNSPOUTDBL. DOUBLEDEMO. DEMOLITIONDET. DETAILDIA DIAMETER OR ROUNDDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN DOWNDR. DOORE.J. EXPANSION JOINTE.O.S. EDGE OF SLABE.W. EACH WAYEA. EACHELEC. ELECTRICALELEV. ELEVATIONEQ. EQUALEQPT. EQUIPMENTEXT. EXTERIORF.A. FIRE ALARMF.D. FLOOR DRAIN" INCH/INCHES# POUND/NUMBER' FOOT/FEET(E) EXISTING(N) NEW.X BY.° DEGREES.± PLUS/MINUS@ ATA.B. ANCHOR BOLTA.C. ASPHALTIC CONCRETEA.F.F. ABOVE FINISH FLOORARCH. ARCHITECTURALB.O. BOTTOM OFB.O.F. BOTTOM OF FOOTINGB.S. BOTH SIDESBD. BOARDBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGC.D. CIVIL DRAWINGSC.F.C.I. CONTRACTOR FURNISHEDCONTRACTOR INSTALLEDC.G. CORNER GUARDC.I. CAST IRONC.J. CONTROL JOINTC.O. CLEAN OUTC.W. COLD WATERCAB. CABINETCEM. CEMENTCER. CERAMICCL CENTER LINECLG. CEILING1 EXISTING CONSTRUCTION DATA SHOWN ON THE DRAWINGS WAS OBTAINED FROM AVAILABLE DRAWINGS AND FIELDMEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ALLEXCEPTIONS BEFORE PROCEEDING WITH THE WORK.2 SEE ARCHITECTURAL DRAWINGS FOR LAYOUT DIMENSIONS AND ELEVATIONS EXCEPT WHERE INDICATED OTHERWISE.3 ALL DISCREPANCIES BETWEEN DRAWINGS SHALL BE CLARIFIED WITH THE ARCHITECT PRIOR TO PROCEEDING WITH WORK.4 IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN OR DETAILED ON THE DRAWINGS ORCALLED FOR IN THE GENERAL NOTES, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS SIMILARCONDITIONS THAT ARE SHOWN OR CALLED FOR.5 DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED ON THE JOB SITE BY EACHCONTRACTOR. ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE WORK BEGINS ORSUPPLIES ARE ORDERED6 VERIFY ELECTRICAL, MECHANICAL, FIRE ALARM, TELEPHONE AND SECURITY REQUIREMENTS BEFORE CONSTRUCTION BEGINS.8 CONTRACTOR SHALL DISPOSE OF ALL REMOVED AND/ OR DEMOLISHED MATERIAL, WASTE AND DEBRIS CAUSED BY WORK9 WORK INDICATED AS "OWNER FURNISHED, CONTRACTOR INSTALLED" (O.F.C.I.) SHALL MEET ALL APPLICABLE CODES ANDREGULATORY REQUIREMENTS INDICATED WITHIN THESE DOCUMENTS AND SHALL BE INSTALLED AND FULLY OPERATIONALPRIOR TO FINAL APPROVAL AND OCCUPANCY OF THIS PROJECT10 ALL UTILITY TRENCHES AND BUILDING PADS SHALL BE PROPERLY BACK FILLED AND COMPACTED11 PRIOR TO BUILDING PERMIT FINAL APPROVAL, THE PROPERTY SHALL BE IN COMPLIANCE WITH THE VEGETATIONMANAGEMENT REQUIREMENTS PRESCRIBED IN CALIFORNIA FIRE CODE SECTION 4906,INCLUDING CALIFORNIA PUBLICRESOURCES CODE 4291 OR CALIFORNIA GOVERNMENT CODE SECTION 51182 PER CRC R337.1.512 THIS PROJECT IS IN WILDLAND URBAN INTERFACE HIGH FIRE AREA AND MUST COMPLY WITH SECTION R337 OF THE 2016CALIFORNIA RESIDENTIAL CODE,PUBLIC RESOURCES CODE 4291 AND CALIFORNIA GOVERNMENT CODE SECTION 51182. ALLEXTERIOR BUILDING MATERIALS SHALL CONFORM TO SFM CHAPTER 12-7A MATERIALS AND CONSTRUCTION METHODS FOREXTERIOR WILDFIRE EXPOSURE SYSTEMOLGAARD RESIDENCEDEVELOPMENT OF A NEW, TWO LEVEL, SINGLE FAMILY DWELLINGPROJECT DESCRIPTIONPROPERTY & BUILDING DIMENSIONAL COMPLIANCE ZONING ASSESSOR PARCEL NUMBER:CONSTRUCTION CITY:ADDRESSTOTAL SITE AREA:OCCUPANCY TYPE:LOT NO.:HR-2 1/2; PDLos Gatos527-09-03615365 Santella CourtV-NR/ Sprinklered - V-B2 AcresR-3 Single Family Dwelling9BUILDING DATAGROSS LOT SIZEREQ'D /ALLOWEDPROPOSED"SETBACKS"MINIMUM FRONT YARD - ROADMINIMUM SIDE YARDMINIMUM SIDE YARDMINIMUM REAR YARDMAXIMUM BUILDING HEIGHTAVERAGE LOT SLOPE TOTAL UPPER LEVEL DECK AREASFLOOR AREA RATIO (F.A.R) ALLOWABLE FLOOR AREATOTAL HABITABLE BUILDING AREA (including Basement Area) COVERED PARKINGGARAGE AREAFRONT PARKING AND FIRE TRUCK TURN AROUND AREALOWER (BELOW DECK) PATIO AREABELOW GRADE AREAOFF STREET (UNENCLOSED) PARKINGFRONT DRIVE WAY AREATOTAL IMPERVIOUS SURFACE (LOT COVERAGE) AREA REMAINING HARDSCAPE AREAGROSS LOT SIZE MINUS DRIVEWAY ARMDRIVEWAY PORTION OF LOT AREA (Narrow Width)NET LOT SIZESouthEastWestNorth25'-0"22'25'0"25'0"20'0"66'0"20'0"106'0"30'0"266'0"236285 SFNA7.3%756 SF31.18%NA32,271 SF6,000 SF5,840SF711 SF890 SF3956 SF233174 SF17,617 SF5882 SF87,475 SF6,797 SF400 SF1447 SFThe Project scope involves site development, design and construction of a two level, 4 bed, 4 1/2 bath and 3 car garage, single family dwelling of 6285 sf floor area on a 2 acre, hill side, vacant lot .APPLICABLE BUILDING CODES -2016 CALIFORNIA BUILDING CODE:Part 1 Administrative CodePart 2 California Building Code (CBC), VOL. 1 & 2Part 2.5 California Residential Code (CRC)Part 3 California Electrical Code (CEC)Part 4 California Mechanical Code (CMC)Part 5 California Plumbing Code (CPC)Part 6 California Energy CodePart 8 California Historical Building CodePart 9 California Fire Code (CFC)Part 11 California Green Building Standards Code (CAL Green)Part 12 California Reference Standards CodeNation 2009 Los Gatos Town CodeAnd all other local and state laws and regulationsGOVERNING CODESABBREVIATIONSSYMBOL LEGENDGENERAL NOTESVICINITY MAPPARCEL MAP(APN): 527-09-036. Address: Lot 9,15365 Santella Court, Los Gatos CA 95032PROJECT DIRECTORYOWNERCHRISTIAN OLGAARD & HELEN OLGAARD21355 SARATOGA HILLS ROADSARATOGA CA 95070PHONE:(408) 505 7715EMAIL:CHRISTIAN@OLGAARD.COMSHEETNUMBERSHEET NAMEA000 Title SheetA100 Project Data SheetA102 SiteplanA103 Lower Level Floor PlanA104 Upper Level Floor PlanA105 Roof PlanA106 Building ElevationsA108 Building SectionsA109 Building SectionsA110 Building SectionsA115 Perspective Views-01A116 Perspective Views 02A117 Axonometric ViewsA118 Elevations with Exterior Materials IdentifiedC1 Cover SheetC2 Stormwater Pollution Prevention PlanC3 Existing TopographyC4 Grading and Drainage PlanC5 Driveway Plan and ProfileC6 Grading and Drainage PlanC7 Section and DetailsC8 Erosion Control PlanL1.0 Planting PlanL2.0 Fence Plan and Wall DetailsL2.1 Driveway Gate Plan and DetailsL2.2 DetailsL3.0 Tree PlanAllowable Floor Area & Calculation TableName Area CommentsL1410.11 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L2499.68 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L3229.70 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L4136.86 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L5108.77 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L665.41 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L71130.27 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L8114.84 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)Lower floor Area enclosed space thatexceeds 4 feet( in height) aboveadjacent grade)2695.65 SFU1381.96 SF Upper Floor AreaU2793.33 SF Upper Floor AreaU353.57 SF Upper Floor AreaU4241.28 SF Upper Floor AreaU5536.87 SF Upper Floor AreaU6273.46 SF Upper Floor AreaU710.86 SF Upper Floor AreaU8225.17 SF Upper Floor AreaU922.63 SF Upper Floor AreaU1054.34 SF Upper Floor AreaU11239.96 SF Upper Floor AreaUpper Floor Area2833.42 SFTotal Enclosed Gross Floor Area 5529.07 SF1" = 20'-0"1Lower Level Floor Area Calculation DiagramBasement Floor Area & Calculation TableName AreaCommentsB1292.24 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)B2318.14 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)B315.58 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)B418.58 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)B5111.71 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)Total Enclosed Basement Floor Area 756.25 SF1" = 20'-0"2Upper Level Floor Area Calculation DiagramARCHITECTHARI SRIPADANNA AIA LEEDAP SRUSTI ARCHITECTS18524 MONTPERE WAY SARATOGA CA 95070PHONE:(408) 507 8138EMAIL:HARI@SRUSTIARCHITECTS.COMSTRUCTURAL ENGINEERDOUG ROBERTSON, S.E.DAEDALUS STRUCTURAL ENGINEERING, 12930 SARATOGA AVENUE, STE B9, SARATOGA, CA 95070PHONE:(408) 517 0373 EMAIL:DOUG@DAEDALUS-ENG.COMLANDSCAPE ARCHITECTDAVID FOX, ASLADAVID R FOX & COMPANY. 1188 KOTENBURG AVE,SAN JOSE, CA 95125PHONE:(408) 761 0212 EMAIL:DAVID@FOXLA.NETFLOOR AREA CALCULATION DIAGRAMGarage Floor Area & Calculation TableName AreaCommentsG1710.44 SF Garage /Utilities Area (enlcosed area over 400 sf. shall be counted towards F.A.R)Total Enclosed Garage Floor Area 710.44 SFGarage Floor area Exemption 400.00 SFRemaing Garage Floor Area after Exemption= 310.44 SFPROPOSED TOTAL ALLWABLE FLOOR AREA=5529.07+310.44= 5,840 SF.CIVIL ENGINEERAMANDA (WILSON) MUSY-VERDEL HANNA-BRUNETTI7651 EIGLEBERRY STREET,GILROY ,CA 95020 PHONE: (408) 842-2173EMAIL:AMANDA@HANNABRUNETTI.COMMECH. & PLUMB. ENGINEERELECTRICAL ENGINEERLEED CONSULTANTSHANNON ALLISONALTER CONSULTING ENGINEERS1091 56th STREETOAKLAND CA, 94608PHONE: (510)-406-8535EMAIL: SHANNON@ALTERENGINEERS.COMDEFERRED SUBMITTALS1. Fire sprinkler system (NFPA 13-D 2016 Addition Standard) shall be installed throughout the entire structure under a separate permit. Fire Sprinkler Contractor shall obtain a prior approval from Water Utility Companybefore installation.2. Contractor shall furnish the design and construction and installation of an approved fire sprinkler system. The design shall be provided by an approved fire sprinkler contractor that is licensed to work in the state. 3. All labor, materials, valves, equipment and services necessary to complete the project shall be included. Layout drawings, design and equipment lists must be reviewed and approved by the Fire Marshall and the building Department prior to installation. Drawings shall show the building to be completely sprinklered throughout, all concealed areas including attic and garages.DAVID MAINO ATIUM ENGINEERING3533 YORK LN SAN RAMON, CA 94582 PHONE: (913) 961-1658EMAIL: MAINO@ATIUMENG.COMDEVIN (KURTZ) JOHNSONBRIGHT GREEN STRATEGIES INC.1717 SEABRIGHT AVE. SUITE 4, SANTA CRUZ, CA 95062PHONE: (510) 863-1109 ext. 1006EMAIL: DEVIN@BRIGHTGREENSTRATEGIES.COMFire sprinkler system (NFPA 13-D 2016 Addition Standard) shall be installed throughout the entire structure under a separate permit. Fire Sprinkler Contractor shall obtain a prior approval from Water Utility Companybefore installation.80,678 SF DN 692'-0" 694'-0" 690'-0" 692'-0" 694'-0" 686'-0" 688'-0" 690'-0" 692'-0" 694'-0" 686'-0" 688'-0" 690'-0" 692'-0" 694'-0" 690'-0" 692'-0" 694'-0" 6 9 0 '-0 " 6 9 2 '-0 " 6 9 4 '-0 " 3A1081AY1Y6X12A1094A1102A110X4F.F 688.00EXT. F.G. 694.00693.50693.5021Extent of (from #1 to #2 ) enclosed Basement area that does not extend 16'0"X16'6"Media Room12'0"X10'0"Wine Cellar4'8"X6'0"Closet5'10"X6'6"Bath11'10"X15'10 1/2"Bedroom-Hallway9'8"X13'7"Studio9'6"X7'9"Storage13'8"X8'4"Lower Foyer-Hallway15'9"X15'3"Bedroom13'0"X17'7"Lower Entry CourtyardAREA OF FILL (3ft. Max. Ht. from <E> Grade)EXT. F.G. 693.50693.50EXT. F.G. 693.50EXT. F.G. 693.50EXT. F.G. 693.5017% SLOPE15% SLOPE16% SLOPEBasement area (756.25 SF.) not be included in the floor area ratio calculation13'4"X5'11"Wet BarEXT. F.G. 694.00EXT. F.G. 694.00TOW 690.00TOW 693.00TOW 690.212A101EXT. F.G. 688.00EXT. F.G. 688.00EXT. F.G. 688.00TOW 687.753A101more than four (4) feet above the existing or finished exterior grade.15% SLOPECUTFILLLower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"2A108Y1Y2Y6Y4Y3Y52A1094A110Basement Ceiling Level 697' - 5"Basement Ceiling Level 697' - 5"To Ceiling Ht.From Finished Ext. Grade3'-5"<E> GRADE<E> GRADE<E> GRADEFILL2'-3"EXT. <E> Grade 694' - 0"CUT3'-6"Daylight Well F.G. 690' - 6"CUT6'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"3A108X3X12A110X4X2CUT6'-0"Basement Ceiling Level 697' - 5"To Ceiling Ht.From Finished Ext. Grade3'-5"FILLMAX3'-0"FILLMAX3'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:22:08 PMA101Basement Diagrams1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950323/16" = 1'-0"1Enlarged Basement Floor Plan3/16" = 1'-0"2Partial Southwest Elevation3/16" = 1'-0"3Partial Northwest ElevationLEGEND DN 592' 594' 596' 598' 600' 602' 604' 606' 608' 610' 612' 614' 616' 618' 620' 622' 624' 626' 628' 630' 632' 634' 636' 638' 640' 642' 644' 646' 648' 650' 652' 6 5 4 ' 654' 656' 656' 658' 658' 660' 660' 662' 662' 664' 664' 6 66' 666' 668' 668' 670' 670' 672' 672' 6 7 4' 674' 6 7 6' 676' 6 7 8' 678' 6 8 0' 680' 682' 682' 684' 684' 592' 592' 594' 596' 598' 600' 602' 604' 606' 608' 610' 612' 614' 616' 618' 620' 622' 624' 626' 628' 630' 632' 634' 636' 638' 640' 642' 644' 646' 648' 650' 652' 654' 656' 658' 660' 662' 664' 666' 668' 670' 672' 674' 676' 678' 680' 682' 684' 686' 688' 690' 692' 694' 696' 6 5 4 ' 6 5 6 ' 6 5 8 ' 6 6 0 ' 6 6 2 ' 664' 666' 6 6 8 ' 670' 672' 674' 67 6' 6 78' 680' 682' 684' 686' 688' 6 9 0' 6 9 2' 694' 696' 698' 700' 7 0 2 ' 704' 7 0 6' 7 0 8 ' 7 1 0 ' 7 1 2 ' 7 1 4 ' 7 1 6 ' 718' 720' 16' - 0"18' - 0"L R D A LRDALRDALRDAL R D A L R D AUTILITY EASEMENTXX#671Fair ConditionBLUE OAKX#675Fair ConditionBLUE OAKXX#662Good ConditionBLUE OAKSANTELLA CT.X#676Poor ConditionX#660Good ConditionBLUE OAKX#652Fair ConditionBLUE OAK#674Poor ConditionVALLEY OAK#668Poor ConditionBLUE OAK#682Fair ConditionBLUE OAKUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTLR D A LRDALRDAL R D A LRDAPRIV A TE SC EN IC EA SEM EN TPRIVATE SCENIC EASEMENTPRIVATE SCENIC EASEMENT#684Poor ConditionVALLEY OAK#683Poor ConditionBLUE OAK#685Poor ConditionVALLEY OAK#681Fair ConditionBLUE OAK#680Fair ConditionBLUE OAK#679Good ConditionBLUE OAK+680'+675'+670'+665'+692'Upper DeckLower PatioEntry StairLower Entry CourtGarage Entry/ Visitor ParkingEntry Way#653Fair ConditionBLUE OAK#654Good ConditionBLUE OAK#665Fair ConditionBLUE OAK#664Good ConditionBLUE OAK#663Fair ConditionBLUE OAK#661Good ConditionBLUE OAK#659Good ConditionBLUE OAK#667Fair ConditionCOAST LIVE OAK#666Fair ConditionBLUE OAK627Fair ConditionBLUE OAK#657Good ConditionBLUE OAK626Fair ConditionBLUE OAK#658Good ConditionBLUE OAK#670Fair Condition#669Fair ConditionBLUE OAKA1061A1064A1062A1063X#656Fair ConditionBLUE OAK624Good ConditionBLUE OAK236BLUE OAK623Good ConditionBLUE OAK622Good ConditionBLUE OAK677Good ConditionCOAST LIVE OAK1AY1Y64X1HXXLOT #9LOT #8LOT #10#244BLUE OAKBLUE OAKCOAST LIVE OAKLRDALRDAVIEW DIRECTION FROM SELINDA WAYXX4A1072A1074A1073A1075-A1076A1077A1078X620Good ConditionBLUE OAK#678Fair ConditionBLUE OAKX#691Doesn't ExistCOAST LIVE OAKX#634Fair ConditionVALLEY OAK#690Fair ConditionBLUE OAKPROPERTY LINE536.48'PROPERTY LINE536.48'BLUE OAKPROPERTY LINE30.22'P R O P ER TY LIN E3 3 3 .5 2 'P R O P ER TY LIN E 3 3 3 .5 2 'P R O P ER TY LIN E 3 3 3 .5 2 'P R O P E R T Y L I N E 9 2 .5 2 'PROPERTY LINE23.14'P R O P E R TY L I N E 15 3 .1 2 'PROPERTY LINE34.00'P R O P E R T Y L I N E 15 3 .1 2 'PROPERTY LINE410.10'PROPERTY LINE410.10'PROPERTY LINE410.10'PROPERTY LINE536.48'PROPERTY LINE410.10'REQ D . SID EYA RD SETBA C K20'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"REQ D . SID EYA RD SETBA C K20'-0"PROVIDED SETBACK66'-0"PRO V ID ED SETBA C K106'-0"DRIVEWAY GATESee Landscape DrawingsTrash EnclosureVIEW DIRECTION FROM BLOSSOMHILL ROADA1181A1182A1183A1184Mailbox & Address Numbersper Santa Clara County FireDepartment StandardsASSUMED FRONTYARD PROPERTYLINER E Q U IR E DFRONT Y A R D S E TB A C K 3 0 '-0 "15358 X2Good ConditionBLUE OAKX1Good ConditionBLUE OAKZ5Good ConditionBLUE OAKZ2Good ConditionBLUE OAKZ3Good ConditionBLUE OAKY1Good ConditionBLUE OAKY2Good ConditionVALLEY OAKY4Good ConditionBLUE OAKY3Good ConditionBLUE OAKZ4Good ConditionBLUE OAKOutline of the Building Lot # 8 Driveway Entrance18'-0"Shared Driveway18'-0"Shared Driveway18'-0"Private Driveway16'-0"Roof Overhang2'-4 3/4"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:28:57 PMA102Siteplan1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321" = 20'-0"1Site PlanA1 DN DNDNDNDNDNDNDN D NDN DNDNDNDNDNDN12'0"X10'0"Wine Cellar16'0"X16'6"Media Room4'8"X6'0"Closet5'10"X6'6"Bath11'10"X15'10 1/2"Bedroom9'8"X13'7"Studio3'0"X7'0"Mech Rm.15'9"X15'3"Bedroom6'0"X9'3"Bath6'0"X5'7 1/2"Closet18'0"X15'5"Lower Family Room16'0"X17'8"Master Bedroom16'0"X9'9 1/2"Master Bath16'0"X7'7"Master Closet12'0"X8'7"Laundry16'0"X6'0"Mud Room8'9.5"X6'0"Mech/Pool Equip. Rm.8'0"X6'0"Elec. Rm22'1"X31'11"GarageLower PatioEntry StairGarage Entry/ Visitor ParkingEntry WayDrive Way1A10813'0"X17'7"Lower Entry Courtyard49'7 1/2"X12'10"Lower Patio-Outdoor Fire Place-Hallway3A1084A1082A10812DCAY1Y2Y63BEG2.24G9Y42.52.6X3X1Y3D9A1Y5F6H1A109LRDALRDALRDALRDALRDALRDALRDALRDA2A1093A1094A1091A1103A1104A11013'4"X5'11"Wet Bar9'6"X7'9"Storage13'8"X8'4"Lower Foyer2A110X4X2FPoolWest Upper Deck Abv.OW03ED02OW02ED05ED05OW02EGD01EGD02ED07ID02ID02ID03ID02ID02690.50689.00ID10ID11-HallwayED04ID02ID12ID08ID03ID06ID02ID03ID02ID03ID13ID02ID11ID05OW03CW3W02ID03ID13CW7W01CW 6W 01OW02OW02CW3W04ID03ID02ID03ID03ID03OW02CW7W02CW7W03OW02CW3W07LCW3W07R5%F.F 688.00F.F 688.002%5%5%ID09TOW 689.50ID07690.174'0"X6'2"Store RoomED06690.50690.75PROPERTY LINE333.52'A1011REAR PROPERTY SETBACK25'-0"PROPERTY LINE536.48'42" High-Metal Railing with Glass Panel Infill andWood Hand Rail(Comply w/ C.B.C 1012 & 1013)42" High-Metal Railing with Glass Panel Infill andWood Hand Rail(Comply w/ C.B.C 1012 & 1013)SID EY A R D SE TB A C K20'-0"46'-8"40'-2"6'-6"107'-10 1/2"1'-3 3/4"11'-2"15'-8"12'-3 1/2"11'-2"1'-3 3/4"16'-1 3/4"9'-2 1/2"7'-1"19'-5"3'-1 1/4"47'-6"8'-11 1/2"6'-8 1/2"5'-10"4'-2"8'-4"13'-6"39'-3"5'-9"17'-0"16'-6"ED06ID10ED06OW0333'-2 1/2"4'-6 1/2"17'-6 1/2"22'-1"Outdoor Fireplace shall comply with the CBC and the Highlands of Los Gatos CC&R’s. 680678676674672PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:53:50 PMA103Lower Level FloorPlan1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Lower Level Floor Plan11Key NotesProvide Signage that this room will not be used for sleepingA2 DND N DN DN DNDND N DN18"X15'0"Dining21'0"X15'0"Kitchen10'0"X5'0"Breakfast Nook15'0"X20'0"Upper Family Room5'6"X5'0"Toilet12'0"X12'0"Office7'2"X6'4"Bath12'0"X12'0"Bedroom4'6"X6'4"Closet16'0"X13'0"Upper Foyer22'0"X16'0"Living RoomLower PatioEntry StairLower Entry CourtyardGarage Entry/ Visitor ParkingEntry WayDrive WayLRDALRDALR D A 46'-8"40'-2"6'-6"1A1083A1084A1082A10812DCAY1Y2Y63BEG2.24G9Y42.52.6X3X1Y3D9A1Y5F6H9'-0"X17'8"Play Loft11'0"X17'8"Attic/Storage1A109689.00688.38LRDALRDALRDALRDALRDA2A1093A1094A1091A1103A1104A1102A110X4-Hallway15'6X16'4"Upper West Deck-East Upper DeckX2FCW7W05CW3W06RCW3W06LOW02ED05OW02OW02OW01OW01OW02OW02OW02OW02CW7W02CW3W03CW3W01CW2W02CW2W01CW2W04CW7W04CW 6W 02CW 6W 01CW7W01CW3W05CW8W01CW2W03ED03ID01CW9W02C W 9 W 0 1 ID05ID02ID03ID03ID04ED02697.431%695.33690.50698.883%2%5%5%5%698.94F.F 699.00ED05PoolCW 11W 02ID13694.00TOW 693.00TOW 690.21TOW 695.73689.50689.50700.00690.50690.42689.54689.00690.00690.17REAR PROPERTY SETBACK25'-0"SID EY A R D SE TB A C K20'-0"697.38107'-10 1/2"1'-3 3/4"11'-2"15'-8"12'-3 1/2"11'-2"1'-3 3/4"16'-1 3/4"9'-2 1/2"7'-1"19'-5"3'-1 1/4"47'-6"8'-11 1/2"6'-8 1/2"5'-10"4'-2"8'-4"13'-6"39'-3"5'-9"17'-0"16'-6"MOW06MOW04MOW20CW3W03PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:29:08 PMA104Upper Level FloorPlan1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Upper Level Floor Plan Upper DeckLower DeckEntry StairLower Entry CourtGarage Entry/ Visitor ParkingEntry WayDrive Way1A1083A1084A108A1061A10632A10812DCAY1Y2Y63BEG2.24G9Y42.52.6X3X1Y3D9A1Y5F6H1A109LRDALRDALRDALRDALRDALRDALRDALRDA689.00688.38698.94694.00689.50 TOW689.50 TOW2A1093A1094A1091A1103A1104A1102A110X4X2FA1071A1072A1074A1073A1075-A1077A107819%1%1%1%2%1%17%19%Class "A" Single-Ply Membrane Roofing (CoolRoof)Vegetative Green Roof SystemVegetative Green Roof SystemRoofing Ballast (white colored gravel)Roofing Ballast (white colored gravel)Roofing Ballast (white colored gravel)Vegetative Green Roof SystemVegetative Green Roof SystemRoofing Ballast (white colored gravel)Solar Photovoltaic System-(See PV Drawings)?Roof DrainSolar Photovoltaic System-(See PV Drawings)A1182A118346'-8"40'-2"6'-6"107'-10 1/2"1'-3 3/4"11'-2"15'-8"12'-3 1/2"11'-2"1'-3 3/4"16'-1 3/4"9'-2 1/2"7'-1"19'-5"3'-1 1/4"47'-6"8'-11 1/2"6'-8 1/2"5'-10"4'-2"8'-4"13'-6"39'-3"5'-9"17'-0"16'-6"711.00711.00701.00701.00701.00701.00697.78697.79716.00716.001%710.64710.64711.00711.00710.64710.64716.00716.00711.83699.00690.44711.00701.00Roof overhang projection2'-4 3/4"Roof Drain695.19689.54PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:50:17 PMA105Roof Plan1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Roof Plan Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.64A1093A11025' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE22'-0"<E> GRADE35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"DCABEGG9D9A1F6H1A1093A1091A110F25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level22'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.64A1093A11025' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level22'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"DCABEGG9D9A1F6H1A1093A1091A110F25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level22'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:29:34 PMA106Building Elevations1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1South Elevation1/8" = 1'-0"2East Elevation1/8" = 1'-0"3North Elevation1/8" = 1'-0"4West Elevation Lower Floor Level688'-0"Upper Floor Level699'-0"3'-0"2'-0"2'-0"1'-6"6"2'-0"2'-0"6'-0"4'-0"2'-0"3'-6"2'-0"4'-0"4'-0"8'-0"CW2W02CW2W01CW2W04CW10W01CW3W028'-0"4'-0"2'-0"OW037'-2 1/2"1'-6 3/4"2'-9"ED07ID094'-0"CW2W02CW3W03MOW206'-0"6'-0"2'-0"8'-0"6'-0"Exisiting AdjacentGrade694'-0"Upper Floor Level699'-0"6'-0"2'-0"4'-0"8'-0"13'-0"5'-8"2'-4"4'-0"4'-0"6'-0"2'-0"3'-0"3'-6"5'-0"3'-0"CW6W01ED02CW6W02CW12W038'-0"2'-0"15'-8"CW11W02CW11C01Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"8'-0"3'-0"2'-0"5'-0 3/4"5'-9"6'-0"2'-0"2'-3 3/4"4'-0"4'-0"3'-6 3/4"4'-0"4'-0"11'-6 3/4"4'-0"2'-0"6'-0"6'-0"8'-0"2'-0"3'-5 1/2"4'-0"2'-0"5'-5 3/4"6'-0"6'-0"2'-0"6'-0"2'-0"8'-0"2'-4"ED03CW2W03CW8W01CW3W05OW02OW02CW7W012'-0"4'-0"3'-0"3'-7 1/2"2'-0"4'-0"OW03CW10W01CW3W04CW7W01OW02OW02CW12W014'-0"4'-0"2'-0"3'-0"8'-0"9'-0"5'-7"CW11C01CW11W0275.9 6 °75.9 6 °Exisiting AdjacentGrade694'-0"Upper Floor Level699'-0"6'-0"2'-0"6'-0"2'-0"12'-0"12'-0"2'-0"2'-0" 4'-0"4'-0" 2'-0"CW7W04OW02CW9W02CW9W01CW12W028'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"EGD02EGD0116'-2"8'-2"8'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"2"7'-8 1/2"8'-0"2'-0"6'-0"2'-0" 4'-0"4'-0" 3'-0"13'-0"3'-0" 4'-0"4'-0" 2'-0"13'-0"2'-0"6'-0"8'-0"13'-0"3'-1 1/4" 3'-1 1/4" 3'-1 1/4" 3'-4 3/4"6'-0"2'-0"4'-0"2'-0"6'-0"8'-0"2'-0"6'-0"8'-0"2'-0"4'-0"2'-0"6'-0"3'-0" 4'-0" 2'-0"2'-0" 4'-0"2'-0"6'-0"9'-0"2'-0" 4'-0" 3'-0"9'-0"2'-0" 4'-0"4'-0" 3'-4 1/2"6'-0"4'-0"3'-4"ED06CW3W07ROW02CW3W03OW01CW3W01OW01ED05CW3W06LOW02CW3W06ROW02ED05CW7W05OW02CW10W01OW03OW02CW7W03ED02CW3W07LED05OW02ED05CW2W04ED06Exisiting AdjacentGrade694'-0"Ceiling Level709'-0"709' - 0"Roof2'-10"2'-6"15'-8"CW4W01MOW01MOW01MOW01MOW013'-11"3'-11"3'-11"3'-11"Ceiling Level709'-0"2'-6"2'-10"2'-0"CW1W01LPROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:29:35 PMA107Door WindowSchedules1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/4" = 1'-0"5South Garage Door ElevationWindow ScheduleMark Width Height CountDescriptionCommentsMOW01 3' - 9 3/4" 2'-4 1/2" 4 Motorized Awning WindowMOW04 2' - 4" 4'-10" 1 Operable Skylight with curbMOW06 2' - 4" 4'-10" 1 Operable Skylight with curbMOW14 2' - 0" 6'-0" 1 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillMOW15 2' - 0" 4'-0" 1 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillMOW16 4' - 0" 2'-0" 1 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillMOW20 1' - 10 3/4" 3'-10 3/4" 1 Casement WindowOW01 1' - 10 1/2" 3'-10 3/4" 3OW02 1' - 10 3/4" 5'-10 3/4" 13 Casement WindowOW03 3' - 10 1/2" 1'-10 1/2" 3 Awning WindowWN01 2' - 0" 4'-0" 3 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillWN02 2' - 0" 6'-0" 3 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillWN03 4' - 0" 2'-0" 3 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillGrand total: 38Curtain Wall ScheduleMark Length Height CountDescriptionCommentsCW1 W01L 6' - 0" 2'-6" 1 Fixed window with no interior horizontal mullionsCW1 W01R 6' - 0" 2'-6" 1 Fixed window with no interior horizontal mullionsCW2 W01 2' - 0" 6'-0" 1 Fixed window with interior horizontal mullion at 2'-0" Ht.CW2 W02 2' - 0" 8'-0" 1 Fixed window with interior horizontal mullion at 2'-0" Ht.CW2 W03 4' - 0" 8'-0" 1 Fixed window with interior horizontal mullion at 2'-0" Ht.CW2 W04 8' - 0" 4'-0" 2 Fixed window with interior horizontal mullion at 2'-0" Ht.CW2 W05 6' - 0" 8'-0" 1 Fixed window with interior horizontal mullion at 2'-0" Ht.CW3 W01 2' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W02 6' - 0" 5'-6" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W03 6' - 0" 6'-0" 2 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W04 6' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W05 9' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W06L 9' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W06R 9' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W07L 13' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W07R 13' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW4 W01 15' - 8" 2'-6" 1 Curtain Wall inset with motorized clearstory awning windowsCW5 W01 3' - 0" 5'-0" 1 Fixed window without corner vertical mullionCW6 W01 3' - 0" 8'-0" 2 Interior horizontal mullion at 2ft. Ht. & without corner vertical mullionCW6 W02 4' - 0" 8'-0" 1 Interior horizontal mullion at 2ft. Ht. & without corner vertical mullionCW7 W01 5' - 5 1/2" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W01 5' - 7" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W02 6' - 0" 8'-0" 2 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W03 13' - 4" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W04 12' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W05 13' - 4" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW8 W01 11' - 8 1/2" 5'-0" 1 Slanted mullion on one side & without corner vertical mullionCW9 W01 6' - 9" 8'-0" 1 Segmented along a curved wall & horizontal mullion at 2-'0"Ht.CW9 W02 9' - 0" 8'-0" 1 Segmented along a curved wall & horizontal mullion at 2-'0"Ht.CW10 W01 4' - 0" 2'-0" 3 Inset Awning windowCW11 C01 3' - 6" 5'-0" 1 Curtain Wall-SlantedCW11 W02 8' - 0" 5'-8" 1 Curtain Wall-SlantedCW12 W01 8' - 0" 2'-0" 1 Louvered ventsCW12 W02 12' - 0" 2'-0" 1 Louvered ventsCW12 W03 15' - 8" 2'-0" 1 Louvered ventsGrand total: 41Door ScheduleMark Width Height FunctionCountDescriptionCommentsED01 5' - 0" 7'-9" Exterior 1 Entry Pivot Door with Side LitesED02 13' - 0" 8'-0" Exterior 2 Aluminum Insulated Glazed Sliding FoldingDoorED03 6' - 0" 8'-0" Exterior 1 Aluminum Narrow Style Insulated GlazedSwing Double DoorED04 6' - 0" 6'-8" Exterior 1 Aluminum Narrow Style Interior GlazedSwing Double DoorED05 2' - 103/4"7'-10 1/2" Exterior 4 Aluminum Narrow Style Insulated GlazedSwing Single DoorED06 3' - 0" 8'-0" Exterior 3 Aluminum Framed Flush Exterior Metal DoorED07 3' - 0" 7'-4" Exterior 1EGD01 8' - 0" 8'-6" Exterior 1 Aluminum Glazed Garage DoorEGD02 16' - 0" 8'-6" Exterior 1 Aluminum Glazed Garage DoorID01 6' - 0" 8'-0" Interior 1 Aluminum Narrow Style Interior GlazedSwing Double DoorID02 3' - 0" 8'-0" Interior 10 Solidcore Flush Wood DoorID03 2' - 6" 8'-0" Interior 10 Solidcore Flush Wood DoorID04 3' - 0" 6'-8" Interior 1 Solidcore Flush Wood DoorID05 3' - 0" 8'-0" Interior 3 Cased OpeningID06 3' - 6" 8'-0" Interior 1 Cased OpeningID07 4' - 0" 8'-0" Interior 1 Cased OpeningID08 5' - 0" 8'-0" Interior 1 Cased OpeningID09 5' - 0" 3'-8 1/2" Interior 1 Cased OpeningID10 6' - 0" 8'-0" Interior 2 Glass Sliding Double DoorID11 4' - 6" 8'-0" Interior 2 Glass Sliding Double DoorID12 4' - 0" 8'-0" Interior 1 Glass Sliding Double DoorID13 2' - 6" 8'-0" Interior 4 Sliding Pocket DoorID14 2' - 4" 8'-0" Interior 1 Glass SlidingPocket DoorID19 4' - 0" 8'-0" Interior 1 Cased OpeningID22 6' - 10" 6'-0" Interior 1ID24 6' - 10" 6'-0" Interior 1Grand total: 57 Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"16'0"X17'8"Master Bedroom13'0"X17'7"Lower Entry CourtyardRoof's Highest Point716'-0"<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE4A1081232.242.52.69'-0"X17'8"Play Loft4A1093A110-Hallway-HallwayCUT4'-0"CUT3'-3 1/2"<E> GRADE<E> GRADECUT5'-11"CUT4'-0"22'-0"2'-0"5'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"<E> GRADE<E> GRADE<E> GRADE<E> GRADE<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level2A108Y1Y2Y6Y4Y3Y522'0"X16'0"Living Room16'0"X13'0"Upper Foyer12'0"X12'0"Office18'0"X15'5"Lower Family Room9'8"X13'7"Studio16'0"X16'6"Media Room2A1094A110-East Upper Deck15'6X16'4"Upper West DeckCUT6'-0"CUT4'-0"FILL2'-9"FILL3'-0"3'-8"CUT4'-9"FILL1'-0"694.0022'-0"6'-0"5'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE<E> GRADEDCABEGG9D9A1F6H22'1"X31'11"Garage21'0"X15'0"Kitchen11'10"X15'10 1/2"Bedroom10'0"X5'0"Breakfast Nook1A10915'-0"3A1091A110-HallwayF4'-0"CUT3'-8"CUT6'-0"22'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"3A108<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE15'9"X15'3"Bedroom-Hallway13'0"X17'7"Lower Entry Courtyard15'0"X20'0"Upper Family RoomX3X12A110X4X2CUT4'-0"CUT6'-0"CUT4'-0"22'-0"CUT4'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:29:44 PMA108Building Sections1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Section 11/8" = 1'-0"3Section 31/8" = 1'-0"4Section 41/8" = 1'-0"2Section 2 Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.625' Ht. line parallel to<E> Grade Level<E> GRADE25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE4A10912'0"X12'0"Office16'0"X13'0"Upper Foyer3A11018'-4"18'0"X15'5"Lower Family Room-Hallway-East Upper DeckCUT4'-0"6'-0"3'-5"22'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"3A108X3X125' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE3'-5"12'0"X10'0"Wine Cellar18"X15'0"Dining16'0"X16'6"Media Room22'0"X16'0"Living Room2A110X4X23'-11"FILL2'-9"FILL2'-6"CUT5'-6"25' Ht. line parallel to<E> Grade Level<E> GRADE694.00693.5022'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.64A109CUT6'-0"8'9.5"X6'0"Mech/Pool Equip. Rm.22'1"X31'11"Garage3A11025' Ht. line parallel to<E> Grade LevelCUT3'-0"25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE22'-0"<E> GRADEFrom lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"DCABEGG9D9A1F6H1A1093A1096'-11 1/2"11'0"X17'8"Attic/Storage16'0"X9'9 1/2"Master Bath9'-0"X17'8"Play Loft16'0"X17'8"Master Bedroom18'0"X15'5"Lower Family Room12'0"X12'0"Bedroom12'0"X12'0"Office15'0"X20'0"Upper Family Room15'9"X15'3"Bedroom6'0"X9'3"Bath22'1"X31'11"Garage1A110FCUT4'-0 1/2"CUT3'-5"CUT5'-7 3/4"25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE<E> GRADE22'-8"CUT3'-10"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:09 PMA109Building Sections1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Section 51/8" = 1'-0"2Section 61/8" = 1'-0"3Section 71/8" = 1'-0"4Section 8 Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.64A1093A110<E> GRADE<E> GRADE<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level18'0"X15'5"Lower Family Room12'0"X12'0"Bedroom-East Upper Deck-Hallway13'8"X8'4"Lower Foyer-HallwayCUT4'-0"CUT6'-0"CUT6'-0"22'-0"CUT4'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"2A108Y1Y2Y6Y4Y3Y52A1094A11012'0"X10'0"Wine Cellar4'8"X6'0"Closet11'10"X15'10 1/2"Bedroom15'9"X15'3"Bedroom15'0"X20'0"Upper Family Room21'0"X15'0"Kitchen18"X15'0"Dining-East Upper Deck3'-5"FILL3'-0"FILL2'-7"CUT4'-0"CUT3'-0"25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE<E> GRADECUT5'-1"CUT3'-5"22'-9 1/2"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"DCABEGG9D9A1F6H1A1093A1091A11021'0"X15'0"Kitchen11'10"X15'10 1/2"Bedroom5'10"X6'6"Bath-Hallway9'8"X13'7"Studio-Hallway16'0"X13'0"Upper Foyer13'8"X8'4"Lower Foyer13'0"X17'7"Lower Entry Courtyard12'0"X8'7"Laundry22'1"X31'11"GarageF25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE<E> GRADECUT6'-0"CUT6'-0"4'-0"22'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"3A108X3X12A110X411'10"X15'10 1/2"Bedroom-Hallway13'4"X5'11"Wet Bar9'6"X7'9"Storage16'0"X13'0"Upper Foyer21'0"X15'0"Kitchen10'0"X5'0"Breakfast NookX225' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADECUT6'-0"22'-0"<E> GRADEFrom lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:39 PMA110Building Sections1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Section 91/8" = 1'-0"2Section 101/8" = 1'-0"3Section 111/8" = 1'-0"4Section 12 PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:41 PMA115Perspective Views-011062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032AERIAL VIEW FROM NORTH EASTVIEW FROM WESTVIEW FROM RIGHT SIDE YARDVIEW TOWARDS FRONT ENTRYVIEW FROM NORTH PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:43 PMA116Perspective Views 021062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032VIEW FROM EASTVIEW FROM SOUTH WESTVIEW FROM NORTH WESTVIEW FROM SOUTH EASTVIEW FROM DRIVEWAY9" PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:46 PMA117Axonometric Views1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032AXONOMETRIC VIEW FROM NORTH EASTAXONOMETRIC VIEW FROM NORTH WESTAXONOMETRIC VIEW FROM SOUTH EASTAXONOMETRIC VIEW FROM SOUTH WEST A4A1A1A1A2A1A1A3A3A3A1A3A3A3A3A3A3A5A5A2A2A4A1A4A4?A2A3A2A1A4A3A3A5A1A2A1A4A3A3A3A3A3A2A3A2A5A4A2A7A3A1A3A1A3A1A4A4A2A3A6A7A7A8A8A1A2A3A3A3A3A3A3A2A1A3A5A3A2A2A1A1A7PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:31:25 PMA118Elevations withExterior MaterialsIdentified1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1East Elevation with Exterior Materials Identified1/8" = 1'-0"2North Elevation with Exterior Materials Identified1/8" = 1'-0"3South Elevation with Exterior Materials Identified1/8" = 1'-0"4West Elevation with Exterior Materials IdentifiedEast Elevation of MaterialsA1 Iron Corten Sintered Stone Cladding Panel 759 SFA2 Phedra Sintered Stone Cladding Panel 303 SFA3 Glass964 SFA4 Painted steel139 SFA5 Concrete471 SFNorth Elevation of MaterialsA1 Iron Corten Sintered Stone Cladding Panel 332 SFA2 Phedra Sintered Stone Cladding Panel 358 SFA3 Glass630 SFA4 Painted Metal86 SFA5 Concrete176 SFA7 Class A Single Ply Membrane Roofing 49 SFSouth Elevation of MaterialsA1 Iron Corten Sintered Stone Cladding Panel 364 SFA2 Phedra Sintered Stone Cladding Panel 248 SFA3 Glass224 SFA4 Painted steel79 SFA5 Concrete78 SFA6 Solar Panel232 SFA7 Class A Single Ply Membrane Roofing 50 SFA8 Obscure Tempered Glass138 SFWest Elevation of MaterialsA1 Iron Corten Sintered Stone Cladding Panel 699 SFA2 Phedra Sintered Stone Cladding Panel 319 SFA3 Glass396 SFA4 Painted steel135 SFA5 Concrete302 SFA7 Class A Single Ply Membrane Roofing 85 SFLRV tableKeyNameMaterial Total SF of Material % of total SF LRV SF% x LRVA1 Iron Corten Sintered StoneCladding Panel2154 SF28.28 12.1 342.18A2 Phedra Sintered StoneCladding Panel1228 SF16.12 17 274.04A3 Glass2214 SF2911 319A4 Painted steel439 SF5.712.64 72.04A5 Concrete1027 SF13.48 13.7 184.67A6 Solar Panel232 SF310 30A7 Class A Single PlyMembrane Roofing184 SF2.41 18.1 43.62A8 Obscure Tempered Glass 138 SF1.81 20 36.2Grand total: 87616 SF1301.75Phedra Sintered Stone Cladding PanelType: Stone Cladding PanelColor: Light GrayLRV: 17Source: NeolithIron Corten Sintered Stone Cladding PanelType: Stone Cladding PanelColor: Iron corten LRV: 12.1Source: NeolithClass A Single Ply Membrane RoofingType: N/AColor: GrayLRV: 18.1Source: IB Roof systemsGlass Type: Cardinal LoE 366 dual pane Color: ClearLRV: 11Source: Cardinal Glass IndustriesPainted SteelType: N/AColor: City shadowLRV: 12.64Source: Benjamin MooreConcreteType: Board formed concreteColor: Dark gray LRV: 13.7Source: PolyflorSolar Panel Type: Solar Photovoltaic systemColor: N/ALRV: 10Source: SunPowerCumulative Building LRV : 13.01 REV.: DEC. 2015 VICINITY MAP PLAN FOR THE IMPROVEMENT OFLANDS OF OLGAARDPARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSTOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONSARCHITECTURE AND SITE APPLICATION NO. S-18-052REVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE: OCTOBER 22, 2019AMXXAMTMAS SHOWN18080SHEET INDEX C1 TOWN NOTES, PROJECT DATA LEGEND & ABBREVIATIONS C2 BLUEPRINT FOR A CLEAN BAY SHEET C3 EXISTING TOPOGRAPHY PLAN C4 SITE PLAN C5 DRIVEWAY PLAN & PROFILE C6 GRADING & DRAINAGE PLAN C7 SECTION AND DETAILS C8 EROSION CONTROL PLAN PLAN FOR THE IMPROVEMENT OF TOWN OF LOS GATOS GRADING & DRAINAGE PLANS ARCHITECTURE AND SITE APPLICATION NO. S-18-052 TOTAL SITE AREA: ____________ SF TOTAL SITE AREA DISTURBED: ____________ SF (INCLUDING CLEARING, GRADING OR EXCAVATING) EXISTING AREA (SF) PROPOSED AREA (SF) REPLACED NEW TOTAL AREA POST-PROJECT (SF) IMPERVIOUS AREA TOTAL NEW & REPLACED IMPERVIOUS AREA PERVIOUS AREA TABLE OF PROPOSED PERVIOUS AND IMPERVIOUS AREAS AB AGGREGATE BASE AC ASPHALT CONCRETE AD AREA DRAIN ARV AIR RELEASE VALVE BC BACK OF CURB BFP BACKFLOW PREVENTER BW BOTTOM OF WALL CATV CABLE TELEVISION CB CATCH BASIN CFS CUBIC FEET PER SECOND C/L CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT CY CUBIC YARD DCVA DOUBLE CHECK VALVE ASSEMBLY DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DWY DRIVEWAY (E) EAST EG EXISTING GRADE ELEC ELECTRICAL EP EDGE OF PATH EVAE EMERGENCY VEHICLE ACCESS EASEMENT EX EXISTING FC FACE OF CURB FDC FIRE DEPARTMENT CONNECTION FF FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FM FORCED MAIN FS FIRE SERVICE FT FEET ABBREVIATIONS 8SHEET OF C1CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.G GAS GA GAUGE GB GRADE BREAK GM GAS METER GS GAS SERVICE HDPE HIGH-DENSITY POLYETHYLENE HP HIGH POINT IEE INGRESS/EGRESS EASEMENT IN INCH INV INVERT ELEVATION LAT LATERAL LG LIP OF GUTTER LP LOW POINT MAX MAXIMUM MH MANHOLE MIN MINIMUM MPH MILES PER HOUR (N) NORTH N.T.S. NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER PAD PAD ELEVATION PCC PORTLAND CEMENT CONCRETE PERF PERFORATED PG&E PACIFIC GAS & ELECTRIC COMPANY PIEE PRIVATE INGRESS/EGRESS EASEMENT PL PROPERTY LINE PR PROPOSED PSDE PRIVATE STORM DRAIN EASEMENT PSE PUBLIC SERVICE EASEMENT PSSE PRIVATE SANITARY SEWER EASEMENT PUE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE R RADIUS RCP REINFORCED CONCRETE PIPE RIM RIM ELEVATION R/W RIGHT-OF-WAY (S) SOUTH S SLOPE SCC SANTA CLARA COUNTY SCCFD SANTA CLARA COUNTY FIRE DEPARTMENT SD STORM DRAIN SDCO STORM DRAIN CLEANOUT SDE STORM DRAIN EASEMENT SDMH STORM DRAIN MANHOLE SDR STANDARD DIMENSION RATIO SF SQUARE FEET SJWC SAN JOSE WATER COMPANY SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT SSE SANITARY SEWER EASEMENT SSMH SANITARY SEWER MANHOLE STD STANDARD S/W SIDEWALK TC TOP OF CURB TELE TELEPHONE TLG TOWN OF LOS GATOS TW TOP OF WALL TYP TYPICAL VCP VITRIFIED CLAY PIPE (W) WEST W WATER WM WATER METER WS WATER SERVICE WV WATER VALVE WVSD WEST VALLEY SANITATION DISTRICT XING CROSSING 15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080 GENERAL NOTES 1. PROPERTY ADDRESS: 15365 SANTELLA COURT 2. PROPERTY OWNER: CHRISTIAN & HELEN OLGAARD 3. ASSESSORS PARCEL NUMBER: 527-09-018 4. EXISTING USE: VACANT 5. EXISTING ZONING: HR-2 1 2: PD 6. PROPOSED USE: SINGLE FAMILY RESIDENTIAL 7. PROPOSED ZONING: HR-2 1 2: PD 8. SITE AREA: 87,475 SQ. FT. (GROSS); DRIVEWAY: 6,797 SQ. FT.; 80,678 SQ. FT. (NET) 9. APPLICANT/DEVELOPER: CHRISTIAN & HELEN OLGAARD 10. CONSULTANTS: 11. WATER SUPPLY: SAN JOSE WATER COMPANY 12. SANITARY SEWER DISPOSAL: WEST VALLEY SANITATION DISTRICT 13. GAS AND ELECTRIC: PACIFIC GAS & ELECTRIC 14. TELEPHONE: FRONTIER COMMUNICATIONS 15. CABLE: XFINITY 16. STORM DRAIN: TOWN OF LOS GATOS 17. FIRE PROTECTION: SANTA CLARA COUNTY FIRE DEPARTMENT 18. DATUM: 19. BASIS OF BEARINGS: BEARINGS AND DISTANCES ON THESE PLANS ARE BASED ON THE "CERTIFICATE OF LOT LINE ADJUSTMENT" DOCUMENT NO. 22956909; DATED MAY 19, 2015. SANTA CLARA COUNTY RECORDER. 20. BENCHMARK INFORMATION: TOPOGRAPHIC SURVEY PROVIDED BY OWNER AND PERFORMED BY OTHERS. PROJECT BENCHMARK SET IN CULDESAC OF SANTELLA COURT A NAIL AND SHINER AT ELEVATION OF 721.01 FEET. TOWN OF LOS GATOS STANDARD GRADING NOTES 1. ALL WORK SHALL CONFORM TO CHAPTER 12 OF THE CODE OF THE TOWN OF LOS GATOS, THE ADOPTED CALIFORNIA BUILDING CODE AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT AS SPECIFIED OTHERWISE ON THESE PLANS AND DETAILS. 2. NO WORK MAY BE STARTED ON-SITE WITHOUT AN APPROVED GRADING PLAN AND A GRADING PERMIT ISSUED BY THE TOWN OF LOS GATOS, PARKS AND PUBLIC WORKS DEPARTMENT LOCATED AT 41 MILES AVENUE, LOS GATOS, CA 95030. 3.A PRE-JOB MEETING SHALL BE HELD WITH THE TOWN ENGINEERING INSPECTOR FROM THE PARKS AND PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING DONE. THE CONTRACTOR SHALL CALL THE INSPECTIONS LINE AT (4080 399-5771 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING OR ONSITE WORK. THIS MEETING SHOULD INCLUDE: a. A DISCUSSION OF THE PROJECT CONDITIONS OF APPROVAL, WORKING HOURS, SITE MAINTENANCE AND OTHER CONSTRUCTION MATTERS; b. ACKNOWLEDGEMENT IN WRITING THAT CONTRACTOR AND APPLICANT 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. 4. APPROVAL OF PLANS DOES NOT RELEASE THE DEVELOPER OF THE RESPONSIBILITY FOR THE CORRECTION OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF, DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS, PUBLIC INTEREST AND SAFETY REQUIRES A MODIFICATION OR DEPARTURE FROM THE TOWN SPECIFICATIONS OR THESE IMPROVEMENT PLANS, THE TOWN ENGINEER SHALL HAVE FULL AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE MADE. 5. APPROVAL OF THIS PLAN APPLIES ONLY TO THE GRADING, EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL EARTH MATERIALS. THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OF OTHERS AND DOES NOT CONSTITUTE APPROVAL OF ANY OTHER IMPROVEMENTS. 6. EXCAVATED MATERIAL SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR SHALL BE HAULED AWAY FROM THE SITE TO BE DISPOSED OF AT APPROVED LOCATION(S). 7. IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE OR CONTRACTOR TO IDENTIFY, LOCATE AND PROTECT ALL UNDERGROUND FACILITIES. PERMITTEE OR CONTRACTOR SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT 1-800-227-2600 A MINIMUM OF FORTY-EIGHT (48) HOURS BUT NOT MORE THAN FOURTEEN (14) DAYS PRIOR TO COMMENCING ALL WORK. 8. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNE PARTICULATES. 9. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS, CODES, RULES AND REGULATIONS GOVERNING THE WORK IDENTIFIED ON THESE PLANS. THESE SHALL INCLUDE, WITHOUT LIMITATION, SAFETY AND HEALTH RULES AND REGULATIONS ESTABLISHED BY OR PURSUANT TO THE OCCUPATIONAL SAFETY AND HEALTH ACT OR ANY OTHER APPLICABLE PUBLIC AUTHORITY. 10. THE GENERAL CONTRACTOR SHALL PROVIDE QUALIFIED SUPERVISION ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 11. 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 (ALL WALLS TO BE PERMITTED SEPARATELY AND APPLIED FOR AT THE TOWN OF LOS GATOS BUILDING DIVISION). b. TOE AND TOP OF CUT AND FILL SLOPES. 12. PRIOR TO ISSUANCE OF ANY PERMIT, THE APPLICANT'S SOILS ENGINEER SHALL REVIEW THE FINAL GRADING AND DRAINAGE PLANS TO ENSURE THAT DESIGNS FOR FOUNDATIONS, RETAINING WALLS, SITE GRADING, AND SITE DRAINAGE ARE IN ACCORDANCE WITH THEIR RECOMMENDATIONS AND THE PEER REVIEW COMMENTS. THE APPLICANT'S SOILS ENGINEER'S APPROVAL SHALL THEN BE CONVEYED TO THE TOWN EITHER BY LETTER OR BY SIGNING THE PLANS. SOILS ENGINEER ___________________________________________________ REFERENCE REPORT NO. __________________, DATED ____________, 20 ______ LETTER NO. __________, DATED ____________, 20 ___, SHALL BE THOROUGHLY COMPLIED WITH. BOTH THE MENTIONED REPORT AND ALL UPDATES/ADDENDUMS/ LETTERS ARE HEREBY APPENDED AND MADE A PART OF THIS GRADING PLAN. 13. DURING CONSTRUCTION, ALL EXCAVATIONS AND GRADING SHALL BE INSPECTED BY THE APPLICANT'S SOILS ENGINEER. THE ENGINEER SHALL BE NOTIFIED AT LEAST FORTY-EIGHT (48) HOURS BEFORE BEGINNING ANY GRADING. THE ENGINEER SHALL BE ON-SITE TO VERIFY THAT THE ACTUAL CONDITIONS ARE AS ANTICIPATED IN THE DESIGN-LEVEL GEOTECHNICAL REPORT AND/OR PROVIDE APPROPRIATE CHANGES TO THE REPORT RECOMMENDATIONS, AS NECESSARY. ALL UNOBSERVED AND/OR UNAPPROVED GRADING SHALL BE REMOVED AND REPLACED UNDER SOILS ENGINEER OBSERVANCE (THE TOWN INSPECTOR SHALL BE MADE AWARE OF ANY REQUIRED CHANGES PRIOR TO WORK BEING PERFORMED). 14. 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 FOR THE TOWN'S REVIEW AND ACCEPTANCE BEFORE FINAL RELEASE OF ANY OCCUPANCY PERMIT IS GRANTED. 15. ALL PRIVATE AND PUBLIC STREETS ACCESSING PROJECT SITE SHALL BE KEPT OPEN AND IN A SAFE, DRIVABLE CONDITION THROUGHOUT CONSTRUCTION. IF TEMPORARY CLOSURE IS NEEDED, THEN FORMAL WRITTEN NOTICE TO THE ADJACENT NEIGHBORS AND THE TOWN OF LOS GATOS PARKS AND PUBLIC WORKS DEPARTMENT SHALL BE PROVIDED AT LEAST ONE (1) WEEK IN ADVANCE OF CLOSURE AND NO CLOSURE SHALL BE GRANTED WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE TOWN. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC OR PRIVATE RIGHT-OF-WAY. 16. THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS AND SIGNS THAT ARE NECESSARY TO GIVE ADEQUATE WARNING AND/PROTECTION TO THE PUBLIC AT ALL TIMES. 17. OWNER/APPLICANT: CHRISTIAN & HELEN OLGAARD PHONE: 408 505-7715 18. GENERAL CONTRACTOR: ________________________ PHONE: ______________ 19. GRADING CONTRACTOR: ________________________ PHONE: ______________ 20.CUT: ±2,348 CY EXPORT: ±2,154 CY FILL: ±194 CY IMPORT: 0 CY 21. WATER SHALL BE AVAILABLE ON THE SITE AT ALL TIMES DURING GRADING OPERATIONS TO PROPERLY MAINTAIN DUST CONTROL. 22. THIS PLAN DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL PERMITS AND METHODS OF TREE PRESERVATION SHALL BE REQUIRED. TREE REMOVAL PERMITS ARE REQUIRED PRIOR TO THE APPROVAL OF ALL PLANS. 23. A TOWN ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. A STATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN STATE RIGHT-OF-WAY (IF APPLICABLE). THE PERMITTEE AND/OR CONTRACTOR SHALL BE RESPONSIBLE COORDINATING INSPECTION PERFORMED BY OTHER GOVERNMENTAL AGENCIES. 24. NO CROSS-LOT DRAINAGE WILL BE PERMITTED WITHOUT SATISFACTORY STORMWATER ACCEPTANCE DEED/FACILITIES. ALL DRAINAGE SHALL BE DIRECTED TO THE STREET OR OTHER ACCEPTABLE DRAINAGE FACILITY VIA A NON-EROSIVE METHOD AS APPROVED BY THE TOWN ENGINEER. 25. IT IS THE RESPONSIBILITY OF CONTRACTOR AND/OR 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. 26. 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. 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. 27. GRADING SHALL BE UNDERTAKEN IN ACCORDANCE WITH CONDITIONS AND REQUIREMENTS OF THE PROJECT STORM WATER POLLUTION CONTROL PLAN AND/OR STORM WATER POLLUTION PREVENTION PLAN (SWPPP), THE TOWN OF LOS GATOS STORM WATER QUALITY MANAGEMENT PROGRAM, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) AND ANY OTHER PERMITS/REQUIREMENTS ISSUED BY THE STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. PLANS (INCLUDING ALL UPDATES) SHALL BE ON-SITE AT ALL TIMES. NO DIRECT STORMWATER DISCHARGES FROM THE DEVELOPMENT WILL BE ALLOWED ONTO TOWN STREETS OR INTO THE PUBLIC STORM DRAIN SYSTEM WITHOUT TREATMENT BY AN APPROVED STORM WATER POLLUTION PREVENTION DEVICE OR OTHER APPROVED METHODS. MAINTENANCE OF PRIVATE STORMWATER POLLUTION PREVENTION DEVICES SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER. DISCHARGES OR CONNECTION WITHOUT TREATMENT BY AN APPROVED AND ADEQUATELY OPERATING STORMWATER POLLUTION PREVENTION DEVICE OR OTHER APPROVED METHOD SHALL BE CONSIDERED A VIOLATION OF THE ABOVE REFERENCED PERMIT AND THE TOWN OF LOS GATOS STORMWATER ORDINANCE. TOWN OF LOS GATOS NPDES NOTES 1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS AS REQUIRED BY THE STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT. 2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND AS REQUIRED BY THE STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT. 3. APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS) FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILL OR RESIDES SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF AS REQUIRED BY THE STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT. 4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR TO THE LOCAL STORM DRAIN SYSTEM. 5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES (BMPS) AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS. 7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTE OR POLLUTANTS OFF OF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT OR THE STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPERCHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 8. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. HOUSE FOOTPRINT CUT (CY)MAX CUT HEIGHT (SF) POOL DRIVEWAY / ACCESS LANDSCAPE / OUTDOOR TOTAL FILL (CY)MAX FILL DEPTH (SF)EXPORT (CY) ATTACHED GARAGE ACCESSORY BUILDING CELLAR AREA DESCRIPTION TABLE OF PROPOSED EARTHWORK QUANTITIES ±771 ±189 ±472 ±663 0 0 ±121 ±73 ±2,348 ±194 8.0 11.8 2.6 4 0 0 2.5 3 ±771 ±189 ±351 ±590 ±2,154 N/A ±253 N/A N/A 0 N/A 7.9 0 ±253 REV.: SEPT. 20168SHEET OF C2PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS REVISIONS BY DATE PROJECT NO.: SCALE: ENGR: CHECK: DRAWN: DESIGN: DATE: OCTOBER 22, 2019 AM XX AM TM NONE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 18080 GRADING & DRAINAGE PLANS LANDS OF OLGAARD BLUEPRINT FOR A CLEAN BAY ARCHITECTURE AND SITE APPLICATION NO. S-18-052 15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS CONSTRUCTION MANAGERS HANNA-B UN TTI EST. 1910 7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA OFFICE (408) 842-2173 FAX (408) 842-3662 EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080 LOT 8LOT 9LOT 1010'P.S.D.E.W W W W W WWWW60'DRAINAGE EASEMENTDOC# 19705898REV.: SEPT. 20168SHEET OF C3PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS REVISIONS BY DATE PROJECT NO.: SCALE: ENGR: CHECK: DRAWN: DESIGN: DATE: OCTOBER 22, 2019 AM XX AM TM 1"=30' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 18080 GRADING & DRAINAGE PLANS LANDS OF OLGAARD EXISTING TOPOGRAPHY ARCHITECTURE AND SITE APPLICATION NO. S-18-052 15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS CONSTRUCTION MANAGERS HANNA-B UN TTI EST. 1910 7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA OFFICE (408) 842-2173 FAX (408) 842-3662 EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080 LOT 8LOT 9LOT 1010'P.S.D.E.W W W W W WWWW60'DRAINAGE EASEMENTDOC# 19705898REV.: SEPT. 20168SHEET OF C4PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS REVISIONS BY DATE PROJECT NO.: SCALE: ENGR: CHECK: DRAWN: DESIGN: DATE: OCTOBER 22, 2019 AM XX AM TM 1"=30' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 18080 GRADING & DRAINAGE PLANS LANDS OF OLGAARD GRADING & DRAINAGE PLAN ARCHITECTURE AND SITE APPLICATION NO. S-18-052 15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS CONSTRUCTION MANAGERS HANNA-B UN TTI EST. 1910 7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA OFFICE (408) 842-2173 FAX (408) 842-3662 EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080 LOT 910'P.S.D.E.WWWWWREV.: SEPT. 20168SHEET OF C5PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS REVISIONS BY DATE PROJECT NO.: SCALE: ENGR: CHECK: DRAWN: DESIGN: DATE: OCTOBER 22, 2019 AM XX AM TM 1"=10' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 18080 GRADING & DRAINAGE PLANS LANDS OF OLGAARD DRIVEWAY PLAN & PROFILE ARCHITECTURE AND SITE APPLICATION NO. S-18-052 15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS CONSTRUCTION MANAGERS HANNA-B UN TTI EST. 1910 7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA OFFICE (408) 842-2173 FAX (408) 842-3662 EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080 OT 810'P.S.D.E.REV.: SEPT. 20168SHEET OF C6PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS REVISIONS BY DATE PROJECT NO.: SCALE: ENGR: CHECK: DRAWN: DESIGN: DATE: OCTOBER 22, 2019 AM XX AM TM 1"=10' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 18080 GRADING & DRAINAGE PLANS LANDS OF OLGAARD GRADING & DRAINAGE PLAN ARCHITECTURE AND SITE APPLICATION NO. S-18-052 15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS CONSTRUCTION MANAGERS HANNA-B UN TTI EST. 1910 7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA OFFICE (408) 842-2173 FAX (408) 842-3662 EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080 5 REV.: SEPT. 20168SHEET OF C7PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS REVISIONS BY DATE PROJECT NO.: SCALE: ENGR: CHECK: DRAWN: DESIGN: DATE: OCTOBER 22, 2019 AM XX AM TM 1"=10' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 18080 GRADING & DRAINAGE PLANS LANDS OF OLGAARD SECTION AND DETAILS ARCHITECTURE AND SITE APPLICATION NO. S-18-052 15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS CONSTRUCTION MANAGERS HANNA-B UN TTI EST. 1910 7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA OFFICE (408) 842-2173 FAX (408) 842-3662 EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080 LOT 8LOT 9LOT 1010'P.S.D.E.WWWWWWREV.: SEPT. 20168SHEET OF C8PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS REVISIONS BY DATE PROJECT NO.: SCALE: ENGR: CHECK: DRAWN: DESIGN: DATE: OCTOBER 22, 2019 AM XX AM TM 1"=20' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 18080 GRADING & DRAINAGE PLANS LANDS OF OLGAARD EROSION CONTROL PLAN ARCHITECTURE AND SITE APPLICATION NO. S-18-052 15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS CONSTRUCTION MANAGERS HANNA-B UN TTI EST. 1910 7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA OFFICE (408) 842-2173 FAX (408) 842-3662 EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080 This Page Intentionally Left Blank