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Staff Report with Exhibits 1 through 12.45 Reservoir Road
PREPARED BY: Sean Mullin, AICP Planning Manager Reviewed by: 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: 01/08/2025 ITEM NO: 7 DATE: January 3, 2025 TO: Planning Commission FROM: Joel Paulson, Community Development Director SUBJECT: Consider a Request for Approval to Construct a New Single-Family Residence with Reduced Side and Rear Yard Setbacks, Site Improvements Requiring a Grading Permit, and Removal of Large Protected Trees on a Nonconforming Vacant Property Zoned R-1:20. Located at 45 Reservoir Road. APN 529-33- 054. Architecture and Site Application S-22-048. Categorically Exempt Pursuant to CEQA Guidelines Section 15303: New Construction. Property Owner: Farnaz Agahian. Applicant: Gary Kohlsaat, Architect. Project Planner: Sean Mullin. RECOMMENDATION: Consider a request for approval to construct a new single-family residence with reduced side and rear yard setbacks, site improvements requiring a Grading Permit, and removal of large protected trees on property zoned R-1:20, located at 45 Reservoir Road. PROJECT DATA: General Plan Designation: Low Density Residential Zoning Designation: R-1:20, Single-Family Residential 20,000 square feet minimum Applicable Plans & Standards: General Plan; Residential Design Guidelines; Hillside Development Standards and Guidelines; Hillside Specific Plan Parcel Size: 10,000 square feet (0.23 acres) Surrounding Area: Existing Land Use General Plan Zoning North Residential Medium Density Residential R-1D South Residential Low Density Residential R-1:20 East Residential Low Density Residential R-1:10 West Residential Low Density Residential R-1:20 PAGE 2 OF 13 SUBJECT: 45 Reservoir Road/S-22-048 DATE: January 3, 2025 CEQA: The project is Categorically Exempt pursuant to the adopted Guidelines for the Implementation of the California Environmental Quality Act, Section 15303: New Construction. FINDINGS: ▪ As required, the project is Categorically Exempt pursuant to the adopted Guidelines for the Implementation of the California Environmental Quality Act, Section 15303: New Construction. ▪ As required by Section 29.10.265 of the Town Code for modification of zoning rules on nonconforming lots to allow exceptions to side and rear setbacks, driveway/access road width, and driveway depth on a nonconforming property. ▪ As required by Section 29.10.150 (h)(2) of the Town Code to allow an exception to parking requirements when a lot does not have adequate area to provide parking as required. ▪ The project meets the objective standards of Chapter 29 of the Town Code (Zoning Regulations) except for the side and rear setbacks, driveway/access road width, parking configuration and dimensions, and driveway depth. ▪ The project is in compliance with the Residential Design Guidelines for single-family residences. ▪ As required, that other than the exceptions to grading depths, retaining wall heights, and buildings located outside of the least restrictive development area (LRDA), the project complies with the Hillside Development Standards and Guidelines (HDS&G). ▪ As required, that other than an exception to the guest parking requirement, the project complies with the Hillside Specific Plan (HSP). 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 located east of Reservoir Road and accessed via a private road serving several lots between Reservoir Road and Rogers Street (Exhibit 1). The subject property is undeveloped and approximately 0.23 acres (10,000 square feet) with an average slope of 28 percent. In 2015, the Town issued Certificates of Compliance for six lots and approved a lot merger to combine the six lots into three lots. The three separate parcels include 55 and 60 Rogers Street, and the subject property at 45 Reservoir. The subject property is zoned R-1:20 PAGE 3 OF 13 SUBJECT: 45 Reservoir Road/S-22-048 DATE: January 3, 2025 and nonconforming as to size and width. The Architecture and Site application has been referred to the Planning Commission based on concerns related to the proposed intensity of development and the applicant’s request for exceptions to setback requirements, road width, parking, driveway depth, grading depths, retaining wall heights, and LRDA. PROJECT DESCRIPTION: A. Location and Surrounding Neighborhood The subject property is located east of Reservoir Road and accessed via a private driveway that bisects the property and serves several lots between Reservoir Road and Rogers Street (Exhibit 1). Single-family residential development surrounds the property. The property ascends approximately 14 feet from north-to-south to the private road, from which the property ascends an additional 30 feet to the south property line. The LRDA is concentrated in the southern (rear) portion of the property and the area of the existing private road. B. Project Summary The applicant proposes construction of a two-story residence with an attached two-car garage. The project includes areas of below-grade square footage that would not count toward the size of the residence. An attached ADU is included on the second story of the residence. Consistent with state law, the ADU will be processed with a separate ministerial Building Permit and is not the subject of this application. Much of the proposed residence would be located outside of the LRDA due to site and access constraints. The proposed residence, absent the ADU, would not be visible pursuant to the HDS&G, as only 22 percent would be visible from the viewing area located at Los Gatos-Saratoga Road (Highway 9) and Highway 17 (Exhibit 12). The project requires a Grading Permit for site improvements for earthwork quantities exceeding 50 cubic yards. The project also requires exceptions to setbacks, road width, parking, driveway depth, grading depths, retaining wall heights, and LRDA. C. Zoning Compliance A single-family residence is permitted in the R-1:20 zone. The proposed residence is in compliance with the zoning regulations for allowable floor area, height, and on-site parking requirements for the property. The applicant requests exceptions to the zoning standards for side and rear setbacks, parking, and driveway depth. PAGE 4 OF 13 SUBJECT: 45 Reservoir Road/S-22-048 DATE: January 3, 2025 DISCUSSION: A. Architecture and Site Analysis The applicant proposes construction of a new 1,640-square foot, two-story residence with an attached two-car garage in a tandem configuration and an attached ADU (Exhibit 12). The project proposes a traditional Mediterranean style residence with subdued colors to blend with the surrounding hillside environment (Exhibit 4). The applicant has provided a Letter of Justification detailing the project and the requested exceptions to the requirements of the Town Code, HDS&G, and HSP (Exhibit 5). In addition to the 1,640 square feet of countable FAR, the residence includes 1,287 square feet of below-grade square footage. The residence includes an attached 564 square-foot garage in a tandem configuration. The proposed garage includes 338 square feet of below grade square footage that does not count toward FAR. The garage also includes areas that do count toward FAR: 163 square feet of above grade square footage; and 63 square feet of below grade square footage that extends beyond the footprint of the residence above. These areas are within the 400 square feet allowed for a garage on the property. A summary of the floor area for the proposed residence is included in the table below. Floor Area Above Grade Below Grade Below Grade Beyond Footprint Totals Lower Floor 313 sf 1,287 sf 0 sf 1,600 sf Main Floor 1,327 sf 0 sf 0 sf 1,327 sf Garage (Lower Floor) 163 sf 338 sf 63 sf 564 sf Totals 1,803 sf 1,625 sf 63 sf 3,491 sf Table does not include 516 sf attached ADU. The proposed residence would be sited in the middle of the property, uphill from the private road (Exhibit 12). The residence would extend outside of the LRDA and requires reduced side and rear setbacks. The maximum height of the proposed residence is 24 feet, nine inches, where a maximum of 30 feet is allowed by the Town Code and a maximum of 25 feet is allowed by the HDS&G for nonvisible homes. The project requires a Grading Permit for site improvements for earthwork quantities exceeding 50 cubic yards. The project also requires exceptions to setbacks, road width, parking, driveway depth, grading depths, retaining wall heights, and LRDA. B. Building Design The applicant proposes a traditional Mediterranean style residence with subdued colors to blend with the surrounding hillside environment (Exhibit 12). Proposed exterior materials include: a concrete tile roof; integral-colored smooth coat stucco siding with a belly band; metal-clad wood windows and doors; cast stone columns, trim, and windowsills; and PAGE 5 OF 13 SUBJECT: 45 Reservoir Road/S-22-048 DATE: January 3, 2025 painted metal railings (Exhibit 4). The proposed exterior materials comply with the HDS&G standard for nonvisible homes, each having a light reflectivity value (LRV) less than 30. The proposed residence has been designed to bench into the hillside to reduce building height and locate a significant portion of the massing below grade. The residence strategically incorporates hipped and flat roof forms to maintain compliance with the HDS&G maximum height standard of 25 feet. The proposed tandem garage configuration reduces the prominence of the street-facing garage while providing two parking spaces; although only one of the spaces meets the dimension requirements by the Town Code. An additional compliant on-site guest parking space is located north of the private road. The Town’s Consulting Architect reviewed the proposed residence and noted that the site slope, the fragmentation of the site into two parts, and the resultant small amount of developable area on the site are major constraints for this project (Exhibit 6). The Consulting Architect identified two issues and concerns and provided recommendations for changes to increase compatibility with the Residential Design Guidelines and the immediate neighborhood. In response to these recommendations, the applicant made modifications to the design of the residence and submitted a letter responding to the recommendations (Exhibit 7). The Consulting Architect’s issues and recommendations are provided below, followed by the applicant’s response in italics. 1. The tall side walls are not consistent with Residential Design Guideline 3.3.3. Recommendation: Add projecting molding at the proposed color change. Note that the use of two wall colors or the use of a single color would both be acceptable. A projecting molding has been added at the horizontal color change location around the entire perimeter of the building. 2. A second issue is of more concern and may not have a viable alternative aside from a smaller building footprint and volume. The issue is that the proposed house is quite close to the road and appears to be closer to the road than other nearby homes. This may be acceptable given the private access road, but it seems out of character with its current semirural, wooded environment. The property shape and access through the lot is highly unusual and creates an undue hardship on the allowable building envelope that we cannot overcome. The road has been moved away from the building envelope as much as possible. C. Height The proposed residence would not be visible, as defined by the HDS&G, being 22 percent visible from the viewing area located at Los Gatos-Saratoga Road and Highway 17 (Exhibit 12, Sheets A-12 and A-13). Heights of nonvisible homes are limited by the HDS&G to a PAGE 6 OF 13 SUBJECT: 45 Reservoir Road/S-22-048 DATE: January 3, 2025 maximum of 25 feet at any point and a low-to-high dimension of 35 feet. The proposed residence complies with these standards having a maximum height of 24 feet, nine inches; and a low-to-high dimension of 26 feet, three inches. D. Neighborhood Compatibility Pursuant to the Town Code, the maximum allowable floor area for the subject property is 1,656 square feet for the residence and 400 square feet for the garage. The following table reflects the current conditions of the homes in the immediate area and the proposed project. FAR Comparison - Neighborhood Analysis Address Zoning Gross Lot Area SF House SF Garage SF Total SF House FAR No. of Stories 56 Cleland Ave R-1D 9,580 1,372 251 1,623 0.14 1 80 Cleland Ave R-1D 15,649 972 341 1,313 0.06 1 90 Cleland Ave R-1D 19,038 1,728 264 1,992 0.09 1 36 Rogers Rd R-1:10 39,472 4,833 704 5,537 0.12 2 26 Rogers Rd R-1:10 17,275 3,081 462 3,543 0.18 2 49 Reservoir Rd R-1:20 18,613 3,012 962 3,974 0.16 2 47 Reservoir Rd R-1:20 19,151 1,799 180 1,979 0.09 1 60 Rogers Rd R-1:20 15,512 2,592 857 3,449 0.17 1 45 Reservoir Rd (P) R-1:20 10,000 1,640 226 1,640 0.16 2 The eight properties in the immediate area are developed with one- and two-story residences and include a mix of architectural styles. The property sizes within the immediate area range from 0.22 to 0.91 acres. Based on Town and County records, the size of the residences located in the immediate area range from 972 square feet to 4,833 square feet. The applicant is proposing a residence of 1,640 square feet with an attached garage of 226 square feet. The 0.23-acre parcel allows for a maximum residence size of 1,656 square feet and a maximum garage size of 400 square feet by the Town Code. The proposed residence would be the seventh largest in terms of total square footage and the third largest in terms of FAR. E. Site Design The undeveloped property is approximately 10,000 square feet, located east of Reservoir Road and accessed via a private road that bisects the property and serves several lots between Reservoir Road and Rogers Street (Exhibit 1). The property has an average slope of 28 percent and ascends approximately 14 feet from north-to-south to the private road, from which the property ascends an additional 30 feet to the south property line (Exhibit 12). The LRDA is concentrated in the southern (rear) portion of the property and in the road area. The proposed residence is located on the south side of the private road, benched into PAGE 7 OF 13 SUBJECT: 45 Reservoir Road/S-22-048 DATE: January 3, 2025 the hillside and extending outside of the limits of the LRDA. The proposed rear yard area is limited in size and formed by two retaining walls with maximum heights of five feet. Exterior access around the residence is provided by a stairway along the left side of the residence. The front yard area includes the existing private road, a guest parking space, and a firetruck turnaround. The required turnaround is located downslope of the residence utilizing a portion of the private road and requiring construction of retaining walls with a maximum height of 15 feet, six inches. The proposed site design requires approval of several exceptions to the Town Code, HDS&G, and HSP including: • Required 15-foot side and 25-foot rear setbacks (Town Code); • Driveway/access road with a minimum width of 18 feet (Town Code); • Two off-street parking spaces, configuration, and dimensions (Town Code); • Driveway depth of at least 18 feet in length (Town Code); • Grading depths shall not exceed four feet of cut and/or three feet of fill (HDS&G); • Retaining wall heights should not be higher than five feet (HDS&G); • Buildings shall be located within the LRDA (HDS&G); and • Four guest parking spaces shall be provided (HSP) Setbacks: The R-1:20 zone requires a minimum lot size of 20,000 square feet; a lot width of 100 feet; and minimum setbacks of 30 feet in the front, 25 feet in the rear, and 15 feet on the sides. The subject property was the product of a 2015 merger of six lots into three lots. What resulted was a lot that is nonconforming with an area of 10,000 square feet and a width of 83 feet. In addition to these nonconforming characteristics, the lot is further burdened with a private access road that bisects the property near the middle. As a result, the building envelope is limited to the southern portion of the property, south of the private road. The proposed two-story residence meets the required front setback, and includes a rear setback of 19 feet, seven inches, and sides setbacks of 12 feet, 10 inches, and 12 feet, six inches. The applicant’s Letter of Justification notes that the nonconforming characteristics of the lot and the location of the existing private road necessitate reduced side and rear setbacks (Exhibit 5). The requested reduced setbacks allow the residence, with the desired architectural program, to be less visible and comply with the height limitations. Town Code Section 29.10.265 (3) allows the Planning Commission to modify any rule of the zone including front, side, and rear setback requirements so that the building and its use will be compatible with the neighborhood. A review of Town records shows that the proposed setbacks would be compatible with three residences in the immediate neighborhood that include setbacks that do not meet the requirements of the zone. PAGE 8 OF 13 SUBJECT: 45 Reservoir Road/S-22-048 DATE: January 3, 2025 Driveway/Access Road Width: Town Code Section 29.10.155 requires driveways/access roads to be at least 18 feet wide. The existing private road varies in width as it traverses six properties between Reservoir Road and Rogers Street. The road width does not meet Town Code standards in numerous locations. The applicant proposes to widen portions of the road on their property to meet the 18-foot requirement, but notes in their Letter of Justification that they do not control the portions of the road that are not on the subject property (Exhibit 5). The applicant continues that they balanced the road widening with fire access, tree preservation, and existing conditions in addressing this requirement. The applicant requests an exception to the road width requirement. Required Off-Street Parking: Pursuant to Town Code Section 29.10.155 (d)(3), when a garage is used to accommodate the two required parking spaces for single-family dwellings, the garage must have interior clear dimensions of at least 20 feet by 20 feet. This requirement results in a side-by-side parking configuration. The applicant proposes an attached two-car garage in a tandem configuration. Of the two provided parking spaces within the garage, one meets the minimum dimensions for a single-car garage parking space of 11 feet by 20 feet. The applicant requests an exception to allow the tandem configuration and the dimensions of the second parking space to be reduced to 11 feet by 18 feet. Section 29.10.150 (h)(2) allows the deciding body to consider an exception when the lot does not have adequate area to provide parking as required. In their Letter of Justification, the applicant notes that an 18-foot-long parking space is still practical and would provide for additional backup space (Exhibit 5). Driveway/Backup Distance: The Town Code requires that garages opening up onto a street be served by a driveway with a length not be less than 18 feet. Given the site constraints, a complaint driveway is not feasible. The proposed driveway is approximately three feet, six inches at its shortest point. The width of the roadway and firetruck turnaround adjacent to the garage is 49 feet, five inches and would provide ample back up distance for vehicles exiting the garage. The private road serves five other properties and vehicular traffic is anticipated to be minimal, limiting potential conflicts with the proposed driveway configuration. The applicant requests an exception to the driveway depth requirement due to the constraints of the site. Grading Depths: The HDS&G limits grading depths outside of the footprint of a primary residence to four feet of cut and three feet of fill. The proposed site work includes cut depths of eight feet, three inches in the rear yard area where retaining walls would be used to create a limited outdoor PAGE 9 OF 13 SUBJECT: 45 Reservoir Road/S-22-048 DATE: January 3, 2025 living area. The required firetruck turnaround requires backfill of the proposed retaining walls with depths up to 15 feet, six inches. In their Letter of Justification, the applicant notes that inclusion of an on-site turnaround is unavoidable due to the configuration of the private road (Exhibit 5). The applicant also notes that the required backfill for the turnaround will help reduce soil off haul from the excavation for the residence by allowing the spoils to be used as fill. Retaining Wall Heights: The HDS&G includes a guideline that retaining walls should not exceed a height of five feet and that when additional retained heights are needed due to extreme site conditions, the use of multiple terraced retaining walls is preferred. The proposed on-site firetruck turnaround is required since the private roadway connecting Reservoir Road and Rogers Street includes a turn onto Rogers Street with a radius that is too sharp for firetruck circulation. Due to the numerous constraints of the site and the dimension and slope requirements of a turnaround, the applicant proposes retaining walls on the north portion of the property with heights between five feet and fifteen feet, six inches. Due to the limited space available to provide a turnaround, the use of terraced retaining walls is not feasible. In their Letter of Justification, the applicant requests an exception and notes the dimension and slope requirements of the turnaround area, which necessitates the tall retaining walls (Exhibit 5). The applicant proposes soldier pile and wood lagging retaining walls to provide a natural appearance. The Landscape Plans show that nine 24-inch box Thuja green giant trees would be planted at the base of the wall to provide screening and reduce the visual impact of the walls. These proposed trees are located greater than 30 feet from residence and would not be consistent with the HDS&G requirement that plant species in this zone be native and indigenous. The draft conditions of approval include a condition to revise this species to be consistent with this requirement. Buildings Outside of the LRDA: The HDS&G includes a standard requiring that buildings be located in the LRDA. The LRDA on the subject property is concentrated in the southern (rear) portion of the property and the area of the existing private road. Much of the proposed residence would extend outside of the LRDA limits due to the limited areas of LRDA and other site constraints. In their Letter of Justification, the applicant describes the limited LRDA and that there is not enough area to allow the construction of a new residence. Due to site constraints, the applicant requests an exception to allow the building to be located outside of the limited LRDA. Guest Parking: Four additional guest parking spaces are required by the HSP. One guest space is proposed on the north side of the private road. The applicant’s Letter of Justification notes that the size and configuration of the lot, along with the prioritization of site access for residents and PAGE 10 OF 13 SUBJECT: 45 Reservoir Road/S-22-048 DATE: January 3, 2025 the fire department, have made it challenging to provide all four guest spaces (Exhibit 5). The applicant requests an exception to allow only one guest parking space. F. Tree Impacts The development plans were reviewed by the Town’s Consulting Arborist who inventoried 18 protected trees within the project area and made recommendations for their preservation (Exhibit 8). The project proposes removal of 10 protected trees to accommodate the new residence. Tree protection measures are included on Sheet A-5 of the development plans (Exhibit 12). In response to the Consulting arborists recommendations, the applicant adjusted the location of drainage infrastructure to reduce impacts to existing oak trees. The Landscape Plans indicate that 32 new trees will be planted on site to offset the proposed tree removal. If the project is approved, tree protection measures would be implemented prior to construction and maintained for the duration of construction activity. Arborist recommendations for tree protection have been included in the Conditions of Approval to mitigate impacts to protected trees (Exhibit 3). 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 provides a perspective of the proposed residence from the viewing area located at Los Gatos-Saratoga Road (Highway 9) and Highway 17 (Exhibit 12). The provided analysis shows that the proposed residence would be 22 percent visible and is considered not visible by the HDS&G. Nonvisible homes shall not exceed a height of 25 feet and a low-to-high height of 35 feet. As discussed above, the proposed residence complies with these HDS&G height standards. Several on-site trees screen the residence and meet the health requirements for inclusion in the visibility calculation. Conditions of approval are included in Exhibit 3 requiring maintenance of the existing trees to remain and replacement of any trees used in the visibility analysis if they die or are removed. Additionally, the LRV of all exterior materials for nonvisible residences may be averaged and may not exceed an average LRV of 30. The proposed residence would meet the LRV limitations as shown on the provided color and materials board (Exhibit 4). H. Grading The Site Planning Section of the HDS&G limits site grading cut depths to a maximum of four feet and fill depths to a maximum of three feet. As discussed above, the applicant is requesting an exception to the cut depth limitations to allow a maximum cut of eight feet, three inches in the rear yard area where retaining walls would be used to create a limited outdoor area. Additionally, the applicant is requesting an exception to the fill depth limitations to allow a maximum fill depth of 15 feet, six inches in portions of the driveway and fire truck turnaround area to meet the requirements of the Santa Clara County Fire PAGE 11 OF 13 SUBJECT: 45 Reservoir Road/S-22-048 DATE: January 3, 2025 Department. The applicant has included a Letter of Justification addressing the requested exceptions (Exhibit 5). This application has been reviewed and approved by the Town’s Engineering Division and the Santa Clara County Fire Department. The project also includes site improvements with grading quantities exceeding 50 cubic yards, which requires approval of a Grading Permit. The Town’s Parks and Public Works Engineering staff have included a condition of approval requiring submittal and evaluation of a Grading Permit in parallel with the required Building Permits (Exhibit 3). I. Neighbor Outreach In their Letter of Justification, the applicant provides a summary of their neighbor outreach efforts (Exhibit 5). J. CEQA Determination The project is Categorically Exempt pursuant to the adopted Guidelines for the Implementation of the California Environmental Quality Act, Section 15303: New Construction. PUBLIC COMMENTS: Story poles and project signage were installed on the site by November 21, 2024, in anticipation of the January 8, 2025, Planning Commission hearing (Exhibit 9). Public comments received by 11:00 a.m., Friday, January 3, 2025, are included as Exhibit 11. CONCLUSION: A. Summary The applicant is requesting approval of an Architecture and Site application for construction of a new a single-family residence with reduced side and rear yard setbacks, site improvements requiring a Grading Permit, and removal of large protected trees on a nonconforming vacant property. The residence is well designed and compatible with the immediate area. The project is consistent with the Zoning and General Plan Land Use Designation for the property. Due to the desired architectural program and the constraints of the site, the applicant is requesting exceptions to setbacks, road width, parking, driveway depth, grading depths, retaining wall heights, and LRDA, and has provided a Letter of Justification discussing these requested exceptions (Exhibit 5). Aside from the requested exceptions, the project complies with the Zoning Code, Hillside Development Standards and Guidelines, and Hillside Specific Plan. PAGE 12 OF 13 SUBJECT: 45 Reservoir Road/S-22-048 DATE: January 3, 2025 B. Recommendation Staff recommends that the Planning Commission consider the request and, if merit is found with the proposed project, take the following steps to approve the Architecture and Site application: 1. Make the finding that the proposed project is Categorically Exempt, pursuant to the adopted Guidelines for the implementation of the California Environmental Quality Act, Section 15303: New Construction (Exhibit 2); 2. Make the finding as required by Section 29.10.265 of the Town Code to allow exceptions to side and rear setbacks, driveway/access road width, and driveway depth on a nonconforming property (Exhibit 2); 3. Make the finding as required by Section 29.10.150 (h)(2) of the Town Code to allow an exception to parking requirements when a lot does not have adequate area to provide parking as required; 4. Make the finding that the project complies with the objective standards of Chapter 29 of the Town Code (Zoning Regulations) except for the side and rear setbacks; driveway/access road width; parking configuration and dimensions; and driveway depth (Exhibit 2); 5. Make the finding that the project is in compliance with the Residential Design Guidelines for single-family residences (Exhibit 2); 6. Make the finding that due to the constraints of the site, exceptions to grading depths, retaining wall heights, and buildings located outside of the Least Restrictive development Area (LRDA) appropriate, and the project is otherwise in compliance with the applicable sections of the Hillside Development Standards and Guidelines (Exhibit 2); 7. Make the finding that other than an exception to the guest parking requirement, the project complies with the Hillside Specific Plan (Exhibit 2); 8. Make the considerations as required by Section 29.20.150 of the Town Code for granting approval of an Architecture and Site application (Exhibit 2); and 9. Approve Architecture and Site Application S-22-048 with the conditions contained in Exhibit 3 and the development plans in Exhibit 12. C. Alternatives Alternatively, the Planning 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 13 OF 13 SUBJECT: 45 Reservoir Road/S-22-048 DATE: January 3, 2025 EXHIBITS: 1. Location Map 2. Required Findings and Considerations 3. Recommended Conditions of Approval 4. Color and Materials Board 5. Letter of Justification 6. Consulting Architect’s Report 7. Applicant’s Response to Consulting Architect’s Report 8. Consulting Arborist’s Report 9. Story Pole Photos 10. Site Photos 11. Public comments received by 11:00 a.m., Friday, January 3, 2025 12. Development Plans This Page Intentionally Left Blank KIMBLE AVCLELAND AVRESERVOIR RD VILLA AV ROGERS ST PAGEANT WY 45 Reservoir Road 0 0.250.125 Miles ° Update Notes:- Updated 12/20/17 to link to tlg-sql12 server data (sm)- Updated 11/22/19 adding centerpoint guides, Buildings layer, and Project Site leader with label- Updated 10/8/20 to add street centerlines which can be useful in the hillside area- Updated 02-19-21 to link to TLG-SQL17 database (sm)- Updated 08-23-23 to link to "Town Assessor Data" (sm) EXHIBIT 1 This Page Intentionally Left Blank S:\PLANNING COMMISSION REPORTS\2025\01-08-2025\Item 7 - 45 Reservoir Rd\Exhibit 2 - Required Findings and Considerations.docx DEVELOPMENT REVIEW COMMITTEE – January 8, 2025 REQUIRED FINDINGS AND CONSIDERATIONS FOR: 45 Reservoir Road Architecture and Site Application S-22-048 Consider a Request for Approval to Construct a New Single-Family Residence with Reduced Side and Rear Yard Setbacks, Site Improvements Requiring a Grading Permit, and Removal of Large Protected Trees on a Nonconforming Vacant Property Zoned R- 1:20. APN 529-33-054. Categorically Exempt Pursuant to CEQA Guidelines Section 15303: New Construction. Property Owner: Farnaz Agahian Applicant: Gary Kohlsaat, Architect Project Planner: Sean Mullin FINDINGS Required finding for CEQA: ■ The project is Categorically Exempt pursuant to the adopted Guidelines for the Implementation of the California Environmental Quality Act, Section 15303: New Construction. Required finding for a setback exception on a non-conforming property: ■ As required by Section 29.10.265 of the Town Code for modification of zoning rules on nonconforming lots, including setback requirements, driveway/access road width, and driveway depth: 1. The subject property is nonconforming with regard to lot size; and 2. The side and rear setbacks, driveway/access road width; and driveway depth of the new residence are compatible with the neighborhood. Required finding for exemption to parking requirements: ■ As required by Section 29.10.150 (h)(2) of the Town Code to allow an exception to parking requirements, the lot does not have adequate area to provide parking as required. Required compliance with the Zoning Regulations: ■ The project meets the objective standards of Chapter 29 of the Town Code (Zoning Regulations) except for the side and rear setbacks, driveway/access road width, EXHIBIT 2 S:\PLANNING COMMISSION REPORTS\2025\01-08-2025\Item 7 - 45 Reservoir Rd\Exhibit 2 - Required Findings and Considerations.docx parking configuration and dimensions, and driveway depth and the findings for these exceptions can be made. Required compliance with the Residential Design Guidelines: ■ The project complies with the Residential Design Guidelines for single-family residences. Required compliance with the Hillside Development Standards and Guidelines: ■ The project complies with the Hillside Development Standards and Guidelines except for the exceptions to grading depths, retaining wall heights, and buildings located outside of the least restrictive development area. Required compliance with the Hillside Specific Plan: ■ As required, the project complies with the Hillside Specific Plan except for the exception to the guest parking requirement. CONSIDERATIONS Required considerations in review of Architecture and 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. PLANNING COMMISSION – January 8, 2025 CONDITIONS OF APPROVAL 45 Reservoir Road Architecture and Site Application S-22-048 Consider a Request for Approval to Construct a New Single-Family Residence with Reduced Side and Rear Yard Setbacks, Site Improvements Requiring a Grading Permit, and Removal of Large Protected Trees on a Nonconforming Vacant Property Zoned R-1:20. APN 529-33-054. Categorically Exempt Pursuant to CEQA Guidelines Section 15303: New Construction. Property Owner: Farnaz Agahian Applicant: Gary Kohlsaat, Architect Project Planner: Sean Mullin TO THE SATISFACTION OF THE COMMUNITY DEVELOPMENT DIRECTOR: Planning Division 1. APPROVAL: This application shall be completed in accordance with all of the conditions of approval and in substantial compliance with the approved plans. Any changes or modifications to the approved plans and/or business operation shall be approved by the Community Development Director, DRC, or the Planning Commission depending on the scope of the changes. 2. EXPIRATION: The approval will expire two years from the approval date pursuant to Section 29.20.320 of the Town Code, unless the approval has been vested. 3. OUTDOOR LIGHTING: Exterior lighting shall be kept to a minimum, and shall be down directed fixtures that will not reflect or encroach onto adjacent properties. No flood lights shall be used unless it can be demonstrated that they are needed for safety or security. 4. 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. 5. EXISTING TREES: 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. 6. ARBORIST REQUIREMENTS: The developer shall implement, at their cost, all recommendations identified in the Arborist’s report for the project, on file in the Community Development Department. These recommendations must be incorporated in the building permit plans and completed prior to issuance of a building permit where applicable. 7. TREE FENCING: Protective tree fencing and other protection measures consistent with Section 29.10.1005 of the Town Code shall be placed at the drip line of existing trees prior to issuance of demolition and building permits and shall remain through all phases of construction. Include a tree protection plan with the construction plans. 8. TREE STAKING: All newly planted trees shall be double-staked using rubber tree ties. EXHIBIT 3 9. LANDSCAPE SPECIES: Revise all landscape species to be consistent with the Hillside Development Standards and Guidelines. 10. FRONT YARD LANDSCAPE: Prior to issuance of a Certificate of Occupancy the front yard must be landscaped. 11. WATER EFFICIENCY LANDSCAPE ORDINANCE: The final landscape plan shall meet the Town of Los Gatos Water Conservation Ordinance or the State Water Efficient Landscape Ordinance, whichever is more restrictive. A review fee based on the current fee schedule adopted by the Town Council is required when working landscape and irrigation plans are submitted for review. 12. STORY POLES/PROJECT IDENTIFICATION SIGNAGE: Story poles and/or project identification signage on the project site shall be removed within 30 days of approval of the Architecture & Site application. 13. EXTERIOR COLORS: The exterior colors of all structures shall comply with the Hillside Development Standards & Guidelines. 14. 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 materials be maintained in conformance with the Town’s Hillside Development Standards & Guidelines. 15. 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. 16. 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 and requires their replacement if they die or are removed. 17. NESTING BIRDS: To avoid impacts to nesting birds, the removal of trees and shrubs shall be minimized to the greatest extent feasible. Construction activities that include any tree removal, pruning, grading, grubbing, or demolition shall be conducted outside of the bird nesting season (January 15 through September 15) to the greatest extent feasible. If this type of construction starts, if work is scheduled to start or if work already occurring during the nesting season stops for at least two weeks and is scheduled to resume during the bird nesting season, then a qualified biologist shall conduct a pre-construction surveys for nesting birds to ensure that no nests would be disturbed during project construction. If project-related work is scheduled during the nesting season (February 15 to August 30 for small bird species such as passerines; January 15 to September 15 for owls; and February 15 to September 15 for other raptors), a qualified biologist shall conduct nesting bird surveys. Two surveys for active nests of such birds shall occur within 14 days prior to start of construction, with the second survey conducted with 48 hours prior to start of construction. Appropriate minimum survey radius surrounding each work area is typically 250 feet for passerines, 500 feet for smaller raptors, and 1,000 feet for larger raptors. Surveys shall be conducted at the appropriate times of day to observe nesting activities. If the qualified biologist documents active nests within the project site or in nearby surrounding areas, an appropriate buffer between each nest and active construction shall be established. The buffer shall be clearly marked and maintained until the young have fledged and are foraging independently. Prior to construction, the qualified biologist shall conduct baseline monitoring of each nest to characterize “normal” bird behavior and establish a buffer distance, which allows the birds to exhibit normal behavior. The qualified biologist shall monitor the nesting birds daily during construction activities and increase the buffer if birds show signs of unusual or distressed behavior (e.g. defensive flights and vocalizations, standing up from a brooding position, and/or flying away from the nest). If buffer establishment is not possible, the qualified biologist or construction foreman shall have the authority to cease all construction work in the area until the young have fledged and the nest is no longer active. 18. SPECIAL-STATUS BATS: Approximately 14 days prior to tree removal or structure demolition activities, a qualified biologist shall conduct a habitat assessment for bats and potential roosting sites in trees to be removed, in trees within 50 feet of the development footprint, and within and surrounding any structures that may be disturbed by the project. These surveys will include a visual inspection of potential roosting features (bats need not be present) and a search for presence of guano within the project site, construction access routes, and 50 feet around these areas. Cavities, crevices, exfoliating bark, and bark fissures that could provide suitable potential nest or roost habitat for bats shall be surveyed. Assumptions can be made on what species is present due to observed visual characteristics along with habitat use, or the bats can be identified to the species level with the use of a bat echolocation detector such as an “Anabat” unit. Potential roosting features found during the survey shall be flagged or marked. If no roosting sites or bats are found, a letter report confirming absence will be prepared and no further measures are required. If bats or roosting sites are found, a letter report and supplemental documents will be prepared prior to grading permit issuance and the following monitoring, exclusion, and habitat replacement measures will be implemented: a. If bats are found roosting outside of the nursery season (May 1 through October 1), they will be evicted as described under (b) below. If bats are found roosting during the nursery season, they will be monitored to determine if the roost site is a maternal roost. This could occur by either visual inspection of the roost bat pups, if possible, or by monitoring the roost after the adults leave for the night to listen for bat pups. If the roost is determined to not be a maternal roost, then the bats will be evicted as described under (b) below. Because bat pups cannot leave the roost until they are mature enough, eviction of a maternal roost cannot occur during the nursery season. Therefore, if a maternal roost is present, a 50-foot buffer zone (or different size if determined in consultation with the CDFW) will be established around the roosting site within which no construction activities including tree removal or structure disturbance will occur until after the nursery season. b. If a non-breeding bat hibernaculum is found in a tree or snag scheduled for removal or on any structures scheduled to be disturbed by project activities, the individuals will be safely evicted, under the direction of a qualified bat biologist. If pre-construction surveys determine that there are bats present in any trees to be removed, exclusion structures (e.g. one-way doors or similar methods) shall be installed by a qualified biologist. The exclusion structures shall not be placed until the time of year in which young are able to fly, outside of the nursery season. Information on placement of exclusion structures shall be provided to the CDFW prior to construction. If needed, other methods conducted under the direction of a qualified bat biologist could include: carefully opening the roosting area in a tree or snag by hand to expose the cavity and opening doors/windows on structures, or creating openings in walls to allow light into the structures. Removal of any trees or snags and disturbance of any structures will be conducted no earlier than the following day (i.e., at least one night will be provided between initial roost eviction disturbance and tree removal/structure disturbance). This action will allow bats to leave during dark hours, which increases their chance of finding new roosts with a minimum of potential predation. 19. ARCHAEOLOGICAL RESOURCES AND HUMAN REMAINS: a. In the event that archaeological traces are encountered, all construction within a 50- meter radius of the find will be halted, the Community Development Director will be notified, and an archaeologist will be retained to examine the find and make appropriate recommendations. b. If human remains are discovered, the Santa Clara County Coroner will be notified. The Coroner will determine whether or not the remains are Native American. If the Coroner determines the remains are not subject to his authority, he will notify the Native American Heritage Commission, who shall attempt to identify descendants of the deceased Native Americans. c. If the Community Development Director finds that the archaeological find is not a significant resource, work will resume only after the submittal of a preliminary archaeological report and after provisions for reburial and ongoing monitoring are accepted. Provisions for identifying descendants of a deceased Native American and for reburial will follow the protocol set forth in CEQA Guidelines Section 15064.5( e). If the site is found to be a significant archaeological site, a mitigation program will be prepared and submitted to the Community Development Director for consideration and approval, in conformance with the protocol set forth in Public Resources Code Section 21083.2. d. A final report shall be prepared when a find is determined to be a significant archaeological site, and/or when Native American remains are found on the site. The final report will include background information on the completed work, a description and list of identified resources, the disposition and curation of these resources, any testing, other recovered information, and conclusions. 20. DUSKY-FOOTED WOODRATS: This project will implement the following standard measures to minimize impacts on woodrats and active woodrat nests on the project site. a. PRECONSTRUCTION SURVEY. A qualified biologist will conduct a preconstruction survey for San Francisco dusky-footed woodrat nests within 30 days of the start of work activities. If active woodrat nests are determined to be present in, or within 10 feet of the impact areas, the conditions below (Avoidance and/or Nest Relocation) will be implemented, as appropriate. If no active woodrat nests are present on or within 10 feet of impact areas, no further conditions are warranted. b. AVOIDANCE. Active woodrat nests that are detected within the work area will be avoided to the extend feasible. Ideally, a minimum 10-foot buffer will be maintained between project activities and woodrat nests to avoid disturbance. In some situations, a small buffer may be allowed if, in the opinion of a qualified biologist, nest relocation (below) would represent a greater disturbance to the woodrats than the adjacent work activities. c. NEST RELOCATION. If avoidance of active woodrat nests within and immediately adjacent to (within 10 feet of) the work areas is not feasible, then nest materials will be relocated to suitable habitat as close to the project site as possible (ideally, within or immediately adjacent to the project site). Relocation efforts will avoid the peak nesting season (February-July) to the maximum extent feasible. Prior to the start of construction activities, a qualified biologist will disturb the woodrat nest to the degree that all woodrats leave the nest and seek refuge outside of the construction area. Disturbance of the woodrat nest will be initiated no earlier than one hour before dusk to prevent the exposure of woodrats to diurnal predators. Subsequently, the biologist will dismantle and relocate the nest material by hand. During the deconstruction process, the biologist will attempt to assess if there are juveniles in the nest. If immobile juveniles are observed, the deconstruction process will be discontinued until a time when the biologist believes the juveniles will be capable of independent survival (typically after 2 to 3 weeks). A no-disturbance buffer will be established around the nest until the juveniles are mobile. The nest may be dismantled once the biologist has determined that adverse impacts on the juveniles would not occur. 21. TOWN INDEMNITY: Applicants are notified that Town Code Section 1.10.115 requires that any applicant who receives a permit or entitlement (“the Project”) from the Town shall defend (with counsel approved by Town), indemnify, and hold harmless the Town, its agents, officers, and employees from and against any claim, action, or proceeding (including without limitation any appeal or petition for review thereof) against the Town or its agents, officers or employees related to an approval of the Project, including without limitation any related application, permit, certification, condition, environmental determination, other approval, compliance or failure to comply with applicable laws and regulations, and/or processing methods (“Challenge”). Town may (but is not obligated to) defend such Challenge as Town, in its sole discretion, determines appropriate, all at applicant’s sole cost and expense. Applicant shall bear any and all losses, damages, injuries, liabilities, costs and expenses (including, without limitation, staff time and in-house attorney’s fees on a fully-loaded basis, attorney’s fees for outside legal counsel, expert witness fees, court costs, and other litigation expenses) arising out of or related to any Challenge (“Costs”), whether incurred by Applicant, Town, or awarded to any third party, and shall pay to the Town upon demand any Costs incurred by the Town. No modification of the Project, any application, permit certification, condition, environmental determination, other approval, change in applicable laws and regulations, or change in such Challenge as Town, in its sole discretion, determines appropriate, all the applicant’s sole cost and expense. No modification of the Project, any application, permit certification, condition, environmental determination, other approval, change in applicable laws and regulations, or change in processing methods shall alter the applicant’s indemnity obligation. 22. COMPLIANCE MEMORANDUM: A memorandum shall be prepared and submitted with the building plans detailing how the Conditions of Approval will be addressed. Building Division 23. PERMITS REQUIRED: A Building Permit is required for the construction of the new single- family residence and attached garage. An additional Building Permit will be required for the PV System that is required by the California Energy Code. 24. APPLICABLE CODES: The current codes, as amended and adopted by the Town of Los Gatos as of January 1, 2023, are the 2022 California Building Standards Code, California Code of Regulations Title 24, Parts 1-12, including locally adopted Reach Codes. 25. 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. 26. BUILDING & SUITE NUMBERS: Submit requests for new building addresses to the Building Division prior to submitting for the building permit application process. 27. SIZE OF PLANS: Minimum size 24” x 36”, maximum size 30” x 42”. 28. 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. 29. 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. 30. 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 31. 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. 32. 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-wide 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. 33. 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. 34. HAZARDOUS FIRE ZONE: All projects in the Town of Los Gatos require Class A roof assemblies. 35. WILDLAND-URBAN INTERFACE: This project is located in a Wildland-Urban Interface High Fire Area and must comply with Section R337 of the 2019 California Residential Code, Public Resources Code 4291 and California Government Code Section 51182. 36. 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. 37. 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. 38. 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 online at www.losgatosca.gov/building. 39. BLUEPRINT 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 online at www.losgatosca.gov/building. 40. APPROVALS REQUIRED: The project requires the following departments and agencies approval before issuing a building permit: a. Community Development – Planning Division: (408) 354-6874 b. Engineering/Parks & Public Works Department: (408) 399-5771 c. Santa Clara County Fire Department: (408) 378-4010 d. West Valley Sanitation District: (408) 378-2407 e. Local School District: The Town will forward the paperwork to the appropriate school district(s) for processing. A copy of the paid receipt is required prior to permit issuance. TO THE SATISFACTION OF THE DIRECTOR OF PARKS & PUBLIC WORKS: Engineering Division 41. 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’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’s expense. 42. PAYMENT OPTIONS: a. All payments regarding fees and deposits can be mailed to: Town of Los Gatos PPW – Attn: Engineering Dept 41 Miles Avenue Los Gatos, CA 95030 Or hand deliver/drop off payment in engineering lock box Checks made out to “Town of Los Gatos” and should mention address and application number on memo/note line. 43. 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. 44. CONSTRUCTION PLAN REQUIREMENTS: Construction drawings shall comply with Section 1 (Construction Plan Requirements) of the Town’s Engineering Design Standards, which are available for download from the Town’s website. 45. 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. 46. 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. 47. PUBLIC WORKS INSPECTIONS: The Owner, Applicant and/or Developer or their representative shall notify the Engineering Inspector at least twenty‐four (24) hours before starting any work pertaining to on‐site drainage facilities, grading or paving, and all work in the Town's right‐of‐way. Failure to do so will result in penalties and rejection of any work that occurred without inspection. 48. RESTORATION OF PUBLIC IMPROVEMENTS: The Owner, Applicant and/or Developer or their representative shall repair or replace all existing improvements not designated for removal that are damaged or removed because of the Owner, Applicant and/or Developer 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, Applicant and/or Developer or their representative shall request a walk‐through with the Engineering Construction Inspector before the start of construction to verify existing conditions. 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. SITE SUPERVISION: The General Contractor shall provide qualified supervision on the job site at all times during construction. 51. INSPECTION FEES: Inspection fees shall be deposited with the Town prior to the issuance of permits or recordation of maps. 52. DESIGN CHANGES: Any proposed changes to the approved plans shall be subject to the approval of the Town prior to the commencement of any and all altered work. The Owner’s project engineer shall notify, in writing, the Town Engineer at least seventy‐two (72) hours in advance of all the proposed changes. Any approved changes shall be incorporated into the final “as‐built” plans. 53. PLANS AND STUDIES: All required plans and studies shall be prepared by a Registered Professional Engineer in the State of California and submitted to the Town Engineer for review and approval. Additionally, any post‐project traffic or parking counts, or other studies imposed by the Planning Commission or Town Council shall be funded by the Owner, Applicant and/or Developer. 54. GRADING PERMIT DETERMINATION DURING CONSTRUCTION DRAWINGS: In the event that, during the production of construction drawings and/or during construction of the plans approved with this application by the Town of Los Gatos, it is determined that a grading permit would be required as described in Chapter 12, Article II (Grading Permit) of the Town Code of the Town of Los Gatos, an Architecture and Site Application would need to be submitted by the Owner for review and approval by the Development Review Committee prior to applying for a grading permit. 55. ILLEGAL GRADING: Per the Town’s Comprehensive Fee Schedule, applications for work unlawfully completed shall be charged double the current fee. As a result, the required grading permit fees associated with an application for grading will be charged accordingly. a. 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. 56. 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. 57. 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. 58. COVERED TRUCKS: All trucks transporting materials to and from the site shall be covered. 59. 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’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’s expense 60. SITE DESIGN MEASURES: This project 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. 61. CONSTRUCTION HOURS: All subdivision improvements and site improvements construction activities, including the delivery of construction materials, labors, heavy equipment, supplies, etc., shall be limited to the hours of 8:00 a.m. to 6:00 p.m., weekdays and 9:00 a.m. to 4:00 p.m. Saturdays. The Town may authorize, on a case‐by‐ case basis, alternate construction hours. The Owner, Applicant and/or Developer shall provide written notice twenty‐four (24) hours in advance of modified construction hours. Approval of this request is at discretion of the Town. 62. CONSTRUCTION NOISE: Between the hours of 8:00 a.m. to 6:00 p.m., weekdays and 9:00 a.m. to 4:00 p.m. Saturdays, 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. 63. SANITARY SEWER CLEANOUT: Sanitary sewer cleanouts shall be relocated within the property in question. 64. 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, Applicant and/or Developer, attend a pre‐construction meeting with the Town Inspector 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. 65. 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. 66. STREET/SIDEWALK CLOSURE: Any proposed blockage or partial closure of the street and/or sidewalk requires an encroachment permit. Special provisions such as limitations on works hours, protective enclosures, or other means to facilitate public access in a safe manner may be required. 67. 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). Grading work taking place either simultaneously, on‐site is considered eligible for the grading permit process and could be counted toward quantities, depending on permit status. After the preceding Architecture and Site Application has been approved by the respective deciding body and the appeal period has passed, the grading permit application with grading plans and associated required materials shall be submitted via email to the PPW engineer assigned to the A&S review. Plan check fees (determined after initial submittal) shall be sent to the Engineering Division of the Parks and Public Works Department located at 41 Miles Avenue. The grading plans shall include topographic map/existing conditions, final grading, drainage, retaining wall location(s), driveway, utility sheet and 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’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. 68. SECURITY OF PERFORMANCE: Prior to approval of the grading permit, the applicant shall provide security for the performance of the work described and delineated on the approved grading plans. The form of security shall be one (1) or a combination of the following to be determined by the Town Engineer and subject to the approval of the Town Attorney a. Bond or bonds issued by one (1) or more duly authorized corporate sureties on a form approved by the Town. b. Deposit, with the Town, money, negotiable bonds of the kind approved for securing deposits of public monies, or other instrument of credit from one (1) or more financial institutions subject to regulation by the State or Federal Government wherein such financial institution pledges funds are on deposit and guaranteed for payment. 69. GRADING ACTIVITY RESTRICTIONS: Upon receipt of a grading permit, any and all grading activities and operations shall not occur during the rainy season, as defined by Town Code of the Town of Los Gatos, Sec. 12.10.020, (October 15‐April 15). 70. CONSTRUCTION EASEMENT: Prior to the issuance of a grading or building permit, it shall be the sole responsibility of the Owner, Applicant and/or Developer 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. 71. DRAINAGE STUDY: Prior to the issuance of any grading or building permits, the following drainage studies shall be submitted to and approved by the Town Engineer: a drainage study of the project including diversions, off‐site areas that drain onto and/or through the project, and justification of any diversions; a drainage study evidencing that the proposed drainage patterns will not overload the existing storm drain facilities; and detailed drainage studies indicating how the project grading, in conjunction with the drainage conveyance systems (including applicable swales, channels, street flows, catch basins, storm drains, and flood water retarding) will allow building pads to be safe from inundation from rainfall runoff which may be expected from all storms up to and including the theoretical 100‐year flood. 72. DRAINAGE IMPROVEMENT: Prior to the issuance of any grading permits, the Owner, Applicant and/or Developer shall: a) design provisions for surface drainage; and b) design all necessary storm drain facilities extending to a satisfactory point of disposal for the proper control and disposal of storm runoff; and c) provide a recorded copy of any required easements to the Town. 73. TREE REMOVAL: Copies of all necessary tree removal permits shall be provided prior to the issuance of a building permit. An arborist report may be necessary. 74. 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. 75. 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 approved by the Engineering Division of Parks and Public Works during the grading permit plan review process. 76. PROXIMITY OF RETAINING WALLS TO ADJACENT BUILDINGS: Prior to the issuance of a grading or building permit, structural details for the proposed retaining walls located immediately adjacent to or in the immediate vicinity of existing buildings on adjoining lots shall be submitted confirming that said walls will not negatively affect the structural integrity of these buildings. 77. WEST VALLEY SANITATION DISTRICT: All sewer connection and treatment plant capacity fees shall be paid either immediately prior to the issuance of a sewer connection permit. Written confirmation of payment of these fees shall be provided prior to issuance of the Grading Permit. 78. 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. 79. GEOTECHNICAL/GEOLOGICAL ENGINEER CONSTRUCTION OBSERVATION: During construction, all excavations and grading shall be inspected by the Owner’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’s soils engineer and submitted to the Town before a certificate of occupancy is granted. 80. FENCES: Fences between all adjacent parcels will need to be located on the property lines/boundary lines. Any existing fences that encroach into the neighbor’s property will need to be removed and replaced to the correct location of the boundary lines before a Certificate of Occupancy for any new building can be issued. Waiver of this condition will require signed and notarized letters from all affected neighbors. 81. TRAFFIC IMPACT MITIGATION FEE: Prior to the issuance of any building or grading permit, the Owner 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. 82. PRECONSTRUCTION PAVEMENT SURVEY: Prior to issuance of any grading or building permit, the Owner, Applicant and/or Developer 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 the length of Reservoir Road and the connecting private access driveway. The results shall be documented in a report and submitted to the Town for review. 83. POSTCONSTRUCTION PAVEMENT SURVEY: The Owner, Applicant and/or Developer shall complete a pavement condition survey covering the same sections of roads documented in the Preconstruction Pavement Survey to determine whether road damage occurred as a result of project construction and whether there were changes in pavement strength. Rehabilitation improvements required to restore the pavement to pre‐construction condition. 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, Applicant and/or Developer shall be responsible for completing any required road repairs prior to release of the faithful performance bond. 84. ON‐SITE/OFF‐SITE PARKING: Parking spaces shall be paved with a compacted base not less than four (4) inches thick, surfaced with asphaltic concrete or Portland cement concrete pavement or other surfacing (e.g.: permeable paving materials, interlocking pavers and ribbon strip driveways) approved by the Town Engineer. 85. TRAFFIC CONTROL PLAN: If a traffic control plan is required, it must be submitted and approved by the Town Engineer prior to the issuance of an encroachment, grading or building permit. This plan shall include, but not be limited to, the following measures: a. Construction activities shall be strategically timed and coordinated to minimize traffic disruption for schools, residents, businesses, special events, and other projects in the area. The schools located on the haul route shall be contacted to help with the coordination of the trucking operation to minimize traffic disruption. b. Flag persons shall be placed at locations necessary to control one‐way traffic flow. All flag persons shall have the capability of communicating with each other to coordinate the operation. c. Prior to construction, advance notification of all affected residents and emergency services shall be made regarding one‐way operation, specifying dates and hours of operation. 86. 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. 87. 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, Traffic Control Plan, Project Schedule, site security fencing, employee parking, construction staging area, materials storage area(s), construction trailer(s), concrete washout(s) and proposed portable restroom locations. Please refer to the Town’s Construction Management Plan Guidelines document for additional information. 88. SHARED PRIVATE STREET: The private street accessing the Project Site shall be kept open and in a safe, drive‐able condition throughout construction. If temporary closure is needed, then formal written notice shall be provided at least one week in advance of closure. 89. EMERGENCY VEHICLE ACCESS: The Emergency Vehicle Access Easement (EVAE) that traverses the Project Site shall be kept open and in a safe, drive‐able condition throughout construction. If temporary closure is needed, then formal written notice shall be provided at least one week in advance of closure. 90. EMERGENCY VEHICLE ACCESS EASEMENT: Prior to the issuance of any grading or building permits, the Owner, Applicant and/or Developer shall coordinate with the Santa Clara County Fire Department to ensure that any proposed modifications to the Emergency Vehicle Access Easement that traverses the Project Site are curvilinear, allows for the Department’s equipment to travel across said easement, and meets all Department specifications. Plans shall be submitted to the Santa Clara County Fire Department for approval prior to construction. 91. WVSD (West Valley Sanitation District): Sanitary sewer laterals are televised by West Valley Sanitation District and approved by the Town of Los Gatos before they are used. A Sanitary Sewer Clean‐out is required at the property line, within one (1) foot of the property line, or at a location specified by the Town. 92. 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 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. 93. RELOCATION OF TRASH AND RECYCLING COLLECTION LOCATION: Prior to the issuance of any permits, an approval letter from West Valley Collection & Recycling accepting the trash and recycling collection locations shall be provided to the Town. 94. BEST MANAGEMENT PRACTICES (BMPs): The Owner, Applicant and/or Developer is responsible for ensuring that all contractors are aware of all storm water quality measures and that such measures are implemented. Best Management Practices (BMPs) shall be maintained and be placed for all areas that have been graded or disturbed and for all material, equipment and/or operations that need protection. Removal of BMPs (temporary removal during construction activities) shall be replaced at the end of each working day. Failure to comply with the construction BMP will result in the issuance of correction notices, citations, or stop work orders. 95. INFILTRATION TRENCHES: The following requirements apply to the proposed infiltration trenches: a. Prior to completion of the Final Stormwater Control Plan, a geotechnical engineer shall review the design of the infiltration trenches and retaining walls along the portion of the road within the property boundary and determine whether additional structural supports are needed to ensure stability of the road and the adjacent hillside during the wet season. b. The assumed infiltration rate shall be verified with actual site‐specific soils data prior to the Final Stormwater Control Plan for the development. If the infiltration rate is lower, a hydrologic analysis shall be conducted to ensure that the proposed trench sizes are adequate. c. The infiltration trench shall be protected from sediment generated during construction of homes on the lots. The proposed source control measures shall be indicated on the project plans. d. Maintenance of stormwater treatment and the infiltration trenches shall be the responsibility of the property owner and/or future property owners. 96. 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. 97. EROSION CONTROL: Interim and final erosion control plans shall be prepared and submitted to the Engineering Division of the Parks and Public Works Department during the grading permit application process. 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. 98. 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. Please provide the BAAQMD’s complaint number on the sign: 24‐hour toll‐free hotline at 1‐800‐334‐ ODOR (6367). 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. 99. 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 grading and drainage plans, reviewed by the Engineering Division of the Parks and Public Works Department, and approved for implementation. 100. WATER FEATURES: New swimming pools, hot tubs, spas and/or fountains 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 feature(s) shall be directed to the sanitary sewer and are not allowed into the storm drain system. 101. SITE DRAINAGE: Rainwater leaders shall be discharged to splash blocks. On‐site drainage systems for all projects shall include one of the alternatives included in section C.3.i of the Municipal Regional NPDES Permit. These include storm water reuse via cisterns or rain barrels, directing runoff from impervious surfaces to vegetated areas and use of permeable surfaces. If stormwater treatment facilities are to be used, they shall be placed a minimum of ten (10) feet from the adjacent property line and/or right‐of‐way. Alternatively, the facility(ies) may be located with an offset between 5 and 10 feet from the adjacent property and/or right‐of‐way line(s) if the responsible engineer in charge provides a stamped and signed letter that addresses infiltration and states how facilities, improvements and infrastructure will not adversely affect the adjacent property. No improvements shall obstruct or divert runoff to the detriment of an adjacent, downstream or down slope property. TO THE SATISFACTION OF THE SANTA CLARA COUNTY FIRE DEPARTMENT: 102. GENERAL: Review of this Developmental proposal is limited to acceptability of site access, water supply and may include specific additional requirements as they pertain to fire department operations, and shall not be construed as a substitute for formal plan review to determine compliance with adopted model codes. Prior to performing any work, the applicant shall make application to, and receive from, the Building Department all applicable construction permits. 103. NOTE: The subject property is located within the Very High Fire Hazard Severity Zone (VHFHSZ) of the Local Responsibility Area (LRA). Pursuant to California Public Resources Code (PRC) 4290, the California Board of Forestry and Fire Protection is required to “…adopt regulations implementing minimum fire safety standards related to defensible space” applicable to “the perimeters and access to all residential, commercial, and industrial building construction.” In 2018, the Legislature passed and the Governor signed SB 901 (Dodd), which expanded the applicability of the regulations promulgated under PRC 4290 to land in the Local Responsibility Area (LRA) Very High Fire Hazard Severity Zone. Where a conflict exists between local & 4290 requirements, the more stringent requirement shall apply. California Code of Regulations, Title 14, Division 1.5, Chapter 7, Subchapter 2, Articles 1-5, § 1273.08. All comments below that result from PRC 4290 are identified by **. 104. **WIDTH: (a) All roads shall be constructed to provide a minimum of two ten (10) foot traffic lanes, not including shoulder and striping. These traffic lanes shall provide for two- way traffic flow to support emergency vehicle and civilian egress, unless other standards are provided in this article or additional requirements are mandated by local jurisdictions or local subdivision requirements. Vertical clearances shall conform to the requirements in California Vehicle Code section 35250. (b) All one-way roads shall be constructed to provide a minimum of one twelve (12) foot traffic lane, not including shoulders. The local jurisdiction may approve one-way roads. (1) All one-way roads shall, at both ends, connect to a road with two traffic lanes providing for travel in different directions, and shall provide access to an area currently zoned for no more than ten (10) residential units. (2) In no case shall a one-way road exceed 2,640 feet in length. A turnout shall be placed and constructed at approximately the midpoint of each one-way road. (c) All driveways shall be constructed to provide a minimum of one (1) ten (10) foot traffic lane, fourteen (14) feet unobstructed horizontal clearance, and unobstructed vertical clearance of thirteen feet, six inches (13' 6”). California Code of Regulations, Title 14, Division 1.5, Chapter 7, Subchapter 2 Articles 1-5, § 1273.01. -Approved Request of Exception PC 24-2558. See comment number 108 for conditions of approval. 105. **ROAD SURFACES: (a) Roads shall be designed and maintained to support the imposed load of fire apparatus weighing at least 75,000 pounds and provide an aggregate base. (b) Driveways and road and driveway structures shall be designed and maintained to support at least 40,000 pounds. (c) Project proponent shall provide engineering specifications to support design, if requested by the local authority having jurisdiction. California Code of Regulations, Title 14, Division 1.5, Chapter 7, Subchapter 2, Articles 1-5, § 1273.02. -Approved Request of Exception PC 24-2558. See comment number 108 for conditions of approval. 106. **GRADES: (a) At no point shall the grade for all roads and driveways exceed 16 percent. (b) The grade may exceed 16%, not to exceed 20%, with approval from the local authority having jurisdiction and with mitigations to provide for same practical effect. California Code of Regulations, Title 14, Division 1.5, Chapter 7, Subchapter 2, Articles 1-5, § 1273.03. -Approved Request of Exception PC 24-2558. See comment number 108 for conditions of approval. 107. **RADIUS: (a) No road or road structure shall have a horizontal inside radius of curvature of less than fifty (50) feet. An additional surface width of four (4) feet shall be added to curves of 50-100 feet radius; two (2) feet to those from 100-200 feet. (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than one hundred (100) feet. California Code of Regulations, Title 14, Division 1.5, Chapter 7, Subchapter 2, Articles 1-5, § 1273.04. -Approved Request of Exception PC 24-2558. See comment number 108 for conditions of approval. 108. **TURNAROUND: (As noted on sheet A-4 and sheet 4) (a) Turnarounds are required on driveways and dead- end roads. (b) The minimum turning radius for a turnaround shall be forty (40) feet, not including parking, in accordance with the figures in 14 CCR §§ 1273.05(e) and 1273.05(f). If a hammerhead/T is used instead, the top of the “T” shall be a minimum of sixty (60) feet in length.(c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (d) A turnaround shall be provided on driveways over 300 feet in length and shall be within fifty (50) feet of the building.(d) Each dead-end road shall have a turnaround constructed at its terminus. Where parcels are zoned five (5) acres or larger, turnarounds shall be provided at a maximum of 1,320 foot intervals.(e) Figure A. Turnarounds on roads with two ten-foot traffic lanes. California Code of Regulations, Title 14, Division 1.5, Chapter 7, Subchapter 2, Articles 1-5, § 1273.05. -Approved Request of Exception PC 24-2558. See comment number 108 for conditions of approval. 109. PRC 4290 REQUEST FOR EXCEPTION CONDITIONS OF APPROVAL: a. A copy of the Alternate Means/Methods application form including approval signature, exhibits, and these comments shall be made part of the building permit drawing set, to be routed to Santa Clara County Fire Department for final approval. b. Sign(s) to be provided: • At Reservoir St indicating the turnaround is onsite. • At turnaround indicating the turnaround location and no parking in the turn around. c. Language and location of these signs to be provided on building permit drawings, and approved prior to building permit issuance. 110. FIRE SPRINKLERS REQUIRED: (As Noted on Sheet A1) Approved automatic sprinkler systems in new and existing buildings and structures shall be provided in the locations described in this Section or in Sections 903.2.1 through 903.2.12 whichever is the more restrictive and Sections 903.2.14 through 903.2.21. For the purposes of this section, firewalls and fire barriers used to separate building areas shall be constructed in accordance with the California Building Code and shall be without openings or penetrations. 111. REQUIRED FIRE FLOW: (Letter received) The minimum require fireflow for this project is 875 Gallons Per Minute (GPM) at 20 psi residual pressure. This fireflow assumes installation of automatic fire sprinklers per CFC [903.3.1.3] 112. FIRE DEPARTMENT (ENGINE) DRIVEWAY TURNAROUND REQUIRED: (As noted on sheet A- 4 and sheet 4) 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. CFC Sec. 503. -Approved Request of Exception PC 24-2558. See comment number 108 for conditions of approval. 113. WILDLAND-URBAN INTERFACE: This project is located within the designated Wildland- Urban Interface Fire Area. The building construction shall comply with the provisions of California Building Code (CBC) Chapter 7A. 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. 114. WATER SUPPLY REQUIREMENTs: (As Noted on Sheet A1) 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). 2019 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. 115. ADDRESS IDENTIFICATION: (As Noted on Sheet A1) 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 sign or means shall be used to identify the structure. Address numbers shall be maintained. CFC Sec. 505.1. 116. CONSTRUCTION SITE FIRE SAFETY: (As Noted on Sheet A1) All construction sites must comply with applicable provisions of the CFC Chapter 33 and our Standard Detail and Specification S1-7. Provide appropriate notations on subsequent plan submittals, as appropriate to the project. CFC Chp. 33. 117. EMERGENCY GATE/ACCESS GATE REQUIREMENTS: (As Noted on Sheet A1) Gate installations shall conform with Fire Department Standard Details and Specification G-1 and, when open shall not obstruct any portion of the required width for emergency access roadways or driveways. Locks, if provided, shall be fire department approved prior to installation. Gates across the emergency access roadways shall be equipped with an approved access devices. If the gates are operated electrically, an approved Knox key switch shall be installed; if they are operated manually, then an approved Knox padlock shall be installed. 118. GENERAL: This review shall not be construed to be an approval of a violation of the provisions of the California Fire Code or of other laws or regulations of the jurisdiction. A permit presuming to give authority to violate or cancel the provisions of the fire code or other such laws or regulations shall not be valid. Any addition to or alteration of approved construction documents shall be approved in advance [CFC, Ch.1, 105.3.6]. This Page Intentionally Left Blank COLOR SAMPLES BOARD 45 RESERVOIR ROAD ROOF COVER: FLAT SHAPE CONCRETE TILE EAGLE ROOFING, flat profile concrete tile -Color Concord Blend or similar (LRA 19.71) EXTERIOR WALLS: SMOOTH STUCCO BENJAMIN MOORE Color Raccoon Hollow 978 or similar (LRV 27.93) PATIO AND COLUMNS: BENJAMIN MOORE. Cast stone decorative columns. Color Stampede 979 or similar (LRV 19.00) RAIL/ GUARD: Combination of solid low wall with stucco finish & open decorative iron rail with matte black painted finish. WINDOW AND DOOR: Combination of aluminum clad & steel window and door Color ranges from dark bronze to black (LRV 2.48) TRIM: Decorative cast stone trim. GUTTER: Painted, matte finish. Color ranges from dark bronze to black. LIGHT FIXTURE: Wall mounted fixture with shield (similar). Matte texture in black finish. EXTERIOR WALLS: SMOOTH STUCCO BENJAMIN MOORE Color Stampede 979 or similar (LRV 19.00) EXHIBIT 4 This Page Intentionally Left Blank Planning Department July 30, 2024 Community Development Department, Town of Los Gatos 110 E. Main Street Los Gatos, CA 95030 Re: The Agahian Residence, 45 Reservoir Road, Los Gatos Project Description/ Letter of Justification (ver 2.0) Updated 11.26.24 To Whom it May Concern: On behalf of the property owner Ms. Farnaz Agahian, I am pleased to present this project for an Architecture and Site application. The proposed project includes the construction of a new two- story residence with an attached two car garage, as well as an attached accessory dwelling unit (ADU). The letter, accompanies the building plans and supplemental exhibits, contains descriptions of the property, the neighborhood. It also describes how the proposed development complies with the Hillside Development Standards and Guidelines. DESCRIPTION OF EXISTING PROPERTY Access The property is located along a private access road of Reservoir Drive, connecting both the public portion of Reservoir Drive and Roger Street with access gates on both ends. This private road serves a total of 5 properties including the subject property. The 10,000sf vacant lot was sub-divided via a lot merger application back in 2015 (from 60 Rogers Street) and was zoned R-1-20. The property borders a group of R-1-10 lots on the eastern side and a group of R-1D lots on the northern side. An easement was established along Reservoir Drive for ingress/ egress, with utility easements (gas and sanitary sewer) going back to 60 Rogers Street. Topography This site has a north facing slope that averages at 28%, with the least restrictive development areas (LRDA) mainly on the access road and a few small graded areas throughout. A series of mature oak trees cover the rear, eastern and western property lines. Remnants of old stone steps and retaining walls can be seen where the new perimeter wood fence is erected. An asphalt paved access road cuts thru the property and a relatively steep cut bank can be seen downhill from the road (likely from the creation of the road). Overall, apart from being visible to the immediately adjacent neighbors, the property is relatively private and isolated. 51 University Avenue, Suite L • Los Gatos, CA 95030 • 408.395-2555 K O HLSAA T&ASSOCIATES A R C H I T E C T U R E EXHIBIT 5 THE AGAHIAN RESIDENCE, 45 RESERVOIR ROAD, PAGE of 2 7 DESCRIPTION OF PROPOSED RESIDENCE Early Development and Challenges: With the lot sized at 83ft wide by 126ft long, this 10,000sf lot was zoned R-1-20 with associated setbacks: side setback is 15ft, the rear setback is 25ft and the front setback is 30ft. In addition, the majority of the LRDA area is over the access road, which cuts through and takes up 1/3 of the building envelope, leaving the rest of the building envelope very limited and at a slope over 30%. An early application back in 2018 was submitted by a different owner for a 2,400sf, 2.5-story home with a basement. A couple issues were brought up during the development review regarding the massing of the building, high hillside visibility and the large amount of retaining wall and road expansion work to accommodate a fire-truck turnaround. The hillside overlay design standards further restricted the building envelope with their 18ft /28ft height limits, allowable floor area (FAR), fire access, among other hillside challenges. Final Design and Solutions: The top priorities for the final design are working with the existing road, fitting the program efficiently in the tight building envelope, balancing the building mass and reducing the hillside visibility. A couple strategies were applied included using a tandem garage to limit facade massing, going with a reverse floor plan (with bedrooms on the lower floor and main living spaces on the upper floor) to make best use of the limited windows/views, and limiting the building to a two-story design with a stepped facade/shape following the road and the topography contour. In working with a steep topography, a sizable amount of the lower floor (70%) is located below grade to reduce visible bulk and mass. Even with all these methods, development exceptions to build outside of the LRDA as well as going into the side and rear setbacks are still unavoidable to make the design work. We will explain more in detail below. Floor Plan Arrangement and Connectivity The house features a reversed floor plan with a tandem garage and 2 bedroom suites on the lower floor. The main living spaces (kitchen, living and dining rooms) are on the main floor, where a 530sf attached accessory dwelling unit (ADU) is also located with separate living amenities and entrance through the side yard. A covered porch (loggia) is located on the main floor to provide outdoor living space and exterior definition as the hillside terrain doesn’t always allow for conventional, widespread patios. Surrounding the residence is a series of of walkways and steps for circulation. Using tiered grading and retaining walls, a modest yard space was carved out at the back yard, as well as a narrow walkway around the back of the house. A series of access stairs is located on the east side and a light well on the west side of the house. Together they allow for egress, air and light access, and being able to walk around the house. This 2-story house is connected on the inside via a stairway as well as an elevator, with access on each level that leads to the outside space. Exterior Styling Proposed residence is of a simple Mediterranean styling with subdued terra cotta colors to blend in with the natural hillside environment. Low-sloped, hipped roofs with flat roof tiles cover THE AGAHIAN RESIDENCE, 45 RESERVOIR ROAD, PAGE of 3 7 over the house and a flat roof covers the loggia. Walls have two-tone stucco finish and dark- color gridded windows and doors. Stepped building forms, plus solid and open volumes are used to break up the massing. A sizable portion of the building is buried into the hillside as much as practical to diminish the two-story appearance. Lastly the building facade is adorned with subtle architectural elements to add interest to the styling. There is a mixture of eclectically styled, one and two-story homes, with floor areas ranging from 1,500sf to 3,500sf within the neighborhood. We expect the proposed residence to be compatible to the neighborhood, both architecturally and in size. Private Road Fire Access and Plans For Downhill Area: Despite the Reservoir private road being a through path that connects Rogers Street and Reservoir Road, the hair-pin turn in front of 36 Rogers Street makes the road impossible for a fire truck to drive up and thru, rendering our project site a dead-end site. We’ve been working with the Fire Department on an AMMR (Alternative Materials, Methods of Construction, or Modification of Code) and after evaluating multiple options, we have to go with a fire truck turn- around area in order to allow the emergency vehicles to come on site, while permit the local ingress/egress traffic on the private road. A modified turnaround area of roughly 40ft by 45-50ft has been added in front of the garage, set at the same level as the road. The construction of the turn-around area will no doubt be challenging: with substantial grading and tall retaining walls that require grading exceptions. However it is necessary to do this to prioritize the fire safety of our residents and the neighborhood. In addition, careful considerations are made to address the visibility of the retaining walls, drainage and to provide landscape screening to our neighbors. *See further explanation below for grading and retaining wall exceptions. Fire Water Supply: A number of hydrants are available within reach of the subject property, with the closest one located on Reservoir Road (in front of 39 Reservoir Rd) with a total travel distance of 483ft from the farthest corner of the house to the hydrant. The new residence will be equipped with fire sprinkler protection system as well, among other fire protection measures. Visibility: With visibility dictating our allowable building heights, it is a high priority in our design. To evaluate its impact to our design, we set up temporary, partial story-poles of the proposed building shape and superimposed simulations of the proposed residence to conduct studies from the town’s designated viewing areas. Compare with 6 years ago when the last application was filed, many of the same screening trees have grown and are providing excellent screening for the proposed residence. Further, a shorter and slightly wider re-design allows us to take better advantage of the screening trees. The result is a very encouraging reduction of the visibility percentage: from 62% down to 22% of the front elevation. Among the visible portions are the loggia and a small section of the powder room. The main house portion is setback by a good amount, or is shielded by the screening trees. This percentage categorizes the house as a non-visible home with an allowable height of 28ft. The proposed new building design is mostly below the 18ft height plane (see sections and elevations). THE AGAHIAN RESIDENCE, 45 RESERVOIR ROAD, PAGE of 4 7 Neighbor Outreach: With this property been years in development, many of the neighbors (long-term and those who recently moved in) are aware of the development and have been in touch with the owner. It gave us a chance to review the project with them, listen and take in their concerns and feedbacks. Ranging from road expansion, privacy and utility issues. This is, however, an on- going activity and we will continue to do so as we progress in our application with the town. We have included a separate list documenting our correspondence with our neighbors. EXCEPTION REQUESTS AND JUSTIFICATIONS Below is a list of our effort of minimizing the exceptions requested for the project and our justifications. EXCEPTION TO TOWN CODE REQUIREMENTS: 1.Parking configuration and stall size: due to the existing road elevation, the garage works best being on the east side of the property. However even with a reduced rear setback having (2) 20ft long parking spaces will push the garage facade really close to the road and on-coming traffic. We are requesting an exemption to reduce the second parking space from 20ft long down to 18ft long. A 18ft long parking space is still a very practical size and it can potentially avoid a bottleneck between the garage and the road. 2.Setback Encroachment: (refer to architectural site plan on A1) This 10,000sf vacant lot was subdivided from a much bigger lot zoned R-1-20 and was given the same zoning designation with the associated setbacks. However the actual lot size, widths and lengths are in fact more similar and compatible with its bordering properties that are zoned with R-1D and R-1-10 zones. Having to follow the R-1-20 setbacks, compounded with the reduction of the building envelope due to the pre- existing road location, undoubtedly would have forced the design into a 3-story home (as seen in past application design). It would have exceeded both the 18ft and 28ft height limits and adversely increased the hillside visibility percentage by a great amount, making it a very visible home. Our alternative is to propose a small amount of encroachment into the standard side and rear setbacks. This allows us to keep to a 2-story design. Stretching the building wider rather than taller also makes better use of the existing screening trees. An exception is hereby requested to allow partial encroachment into the rear and side setbacks. EXCEPTIONS TO HILLSIDE DEVELOPMENT STANDARDS AND GUIDELINES 1. Retaining wall height exception at the fire truck turn-around: (refer to architectural site plan on A4 and civil sheet C4) •The required turn-around space, with even a modified footprint, requires an area of roughly 40ft by 50ft and a slope of no more than 5%. It needs to be on the same level as the existing road and expands towards the downhill area. Retaining walls that are needed to create this pad will vary between 5ft to 15.5ft high. They can be constructed out of soldier pile and wood lagging, which has a natural rustic appearance that is commonly seen in the hillside area. It also allows for natural drainage and avoids the need of complex drainage lines that is normally required for concrete wall construction. THE AGAHIAN RESIDENCE, 45 RESERVOIR ROAD, PAGE of 5 7 •In addition of the retaining wall appearance, 4ft of landscape buffer zones are planned around the turn-around area to screen the walls from neighbors. 2. Grading (Fill) exception along the outer edge of the widened road: (refer to architectural site plan on A4 and civil sheet C4) •Fill areas of up to 15.5 ft is necessary for the construction of the turn-around area. While this is a significant height and will require an exception, it can significant offset and amount of soil off-haul created by the house grading. 3. Structure outside of the least restrictive development area: (refer to sheet A3 and A4) this property used to be the yard space of 60 Rogers Street, so the only LRDA were created for the private road, as well as a few small, graded areas for the remnant landscape steps. The rest of the property, including the building envelope remains an ungraded, steep hill. There is not enough LRDA on this property that will allow the construction of a new residence. Hence we are hoping to apply for exception to this requirement. EXCEPTIONS TO HILLSIDE SPECIFIC PLAN 1.Guest parking spaces at Hillside Specific Plan: the size and configuration of the lot has made it challenging to provide all the hillside specific street parking, and we want to prioritize getting ingress/egress and fire truck access while being sensitive with grading and road expansion. So instead of the 4 required spaces we are requesting to reduce it to 1 parking space. EXCEPTIONS TO TOWN CODE: SEC 29.10.155(c)(2) Driveway/ access road must be a minimum of 18 feet in width for the full length to Reservoir Road: 1.The creation of the access road granted a 12 ft easement for ingress and egress purposes across the 5 neighboring properties. While our property owner can make improvements on her property, she has no control over her neighbors’ portion of the road. 2.We have to prioritize spaces for fire access and maneuvering, off street parking, tree preservation and visibility screening, all along a very limited road frontage. We have widened about 60% of our road, including the choke point at the 2 brick pillars, to get at least a 12 ft wide road as well as a space for a fire truck turn-around. The rest of the road is widened as much as possible to accommodate some parking, while leaving us about 15’-9” of egress width, some space for tree preservation and drainage management. 3.The current road varies from 12 to 24 ft in width and has separate, widened parking and maneuvering space in front of each property it serves, providing turn-out spaces that have worked well with these residences for years. THE AGAHIAN RESIDENCE, 45 RESERVOIR ROAD, PAGE of 6 7 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: III Site Planning: All the site constraints have been carefully analyzed in planning the building position, size and configuration. An infill project within a developed neighborhood to minimize substantial impacts to public services. New building pad elevation was chosen to work with the existing road slope and and elevations to minimize impacts to neighbors. Road expansion work was kept to a reasonable extent with minimal amount of grading and retaining wall. Trees downhill from road are preserved to maintain visibility screening. New trees are proposed to screen retaining wall from neighbors. Grading locations and quantities were carefully applied to minimize extents and impacts. Permanent retaining walls for house and yard were kept to 5ft or less, and in discreet locations to minimize visibility and grading needs. V Development Intensity and Architectural Design: Proposed house size and a two-story configuration are compatible to the neighboring homes. The proposed contemporary mediterranean style blends in well with natural hillside setting and among the wide-ranging home styles of the neighborhood. Minimized number and size of windows facing neighbors. Positioned deck and outdoor spaces away from neighbors. Used simple forms, low, hipped rooflines, as well as varying wall planes to break up elevation and massing into smaller units. All exterior materials are natural to blend in with the environment, meet WUI classification for fire resistance and to have a light reflective value (LRV) or less than 30. Privacy: With the proposed residence set into the hill, the majority of the windows are directed downhill and away from the nearby neighbors. The outdoor gathering areas such as Loggia and yard are located on the private side of the residence, away from the adjacent neighbors. New trees are proposed on the downhill size of the lot to increase privacy screening. VI. SITE ELEMENTS The use of retaining walls: (refer to architectural site plan on A1 and civil sheet C4) To limit and amount of grading and avoid creating large flat areas, the rear yard used permanent retaining walls to create a tier configuration of landscaped area, a small yard and a walkway around the back of the house. Retaining walls are used to create egress light well for the lower floor bedroom, as well as egress stair on the side of the house. Retaining walls at rear yard are split up to minimize wall mass and height. CONCLUSION THE AGAHIAN RESIDENCE, 45 RESERVOIR ROAD, PAGE of 7 7 Designing a home on this site has proven to be quite challenging. In particular, the extremely constrained development area, the steep slope and visibility of the site have complicated the effort. Several iterations of the design and extensive analysis were required before we arrive at this present version. In the end, I am very happy with the results. The size, mass, color and exterior style of this house are in keeping with the intent of the Hillside Development Standards and Guidelines. Through the use of the hillside guidelines and exception requests for the creation of a fire truck turn-around, we hope to achieve the owner’ goals, makes the best use of the property, while respecting the neighborhood and its natural environment. We believe this will be a high-quality addition to this neighborhood. We appreciate your time to review our application and hope to get your support and approval. Sincerely, Gary Kohlsaat Architect C19245 This Page Intentionally Left Blank November 28, 2022 Mr. Sean MullinCommunity Development DepartmentTown of Los Gatos110 E. Main StreetLos Gatos, CA 95031 RE: 45 Reservoir Road Dear Sean: I reviewed the drawings and evaluated the site context. My comments and recommendations are as follows: NEIGHBORHOOD CONTEXT The site is located on a steep sloping parcel within a semi-rural wooded environment. Photos of the site and surrounding neighborhood context are shown on the following page. EXHIBIT 6 45 Reservoir RoadDesign Review Comments November 28, 2022 Page 2 THE SITE Private Road: Site on the left Streetview photos below provided by the applicant Private Road: Site on the right Private Road: Site on the left Private Road: View of site downhill segment 45 Reservoir RoadDesign Review Comments November 28, 2022 Page 3 PROJECT OVERVIEW The proposed two-story house is designed in a Traditional Mediterranean Style. See proposed elevations and sections below. PROPOSED FRONT ELEVATION (Entry) PROPOSED LEFT SIDE ELEVATION PROPOSED RIGHT SIDE ELEVATION PROPOSED REAR ELEVATION 45 Reservoir RoadDesign Review Comments November 28, 2022 Page 4 ISSUES AND CONCERNS The site slope, the fragmentation of the site into two parts and the resultant small amount of developable area on this site are major constraints for this project. I have only a couple of observations for staff’s consideration. The tall side walls are not consistent with Residential Design Guideline 3.3.3. 3.3.3 Provide visual relief for two story walls The color change proposed between the lower and upper portions of the walls helps, but that would not be total consistent with the intent of Residential Design Guideline 3.8.4. 3.8.4 Materials changes • Make materials and color changes at inside corners rather than outside corners to avoid a pasted on look. Recommendation: Add projecting molding at the proposed color change. Note that the use of two wall colors or the use of a single color would both be acceptable - see photo examples below. 45 Reservoir RoadDesign Review Comments November 28, 2022 Page 5 A second issue is of more concern and may not have a viable alternative aside from a smaller building footprint and volume. However, I do feel it is important to identify the issue because of its potential impact on the charac- ter of the private drive. The issue is that the proposed house is quite close to the road and appears to be closer to the road than other nearby homes. This may be acceptable given the private acces road, but it seems out of character with its current semi- rural, wooded environment - see illustrations below. Sean, 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 45 Reservoir RoadDesign Review Comments November 28, 2022 Page 6 Town of Los Gatos March 20, 2023 Planning Division 110 E. Main Street Los Gatos, CA 95030 Re: The Agahian Residence, 45 Reservoir Road, Architecture & Site App.: S-22-048 Attn: Sean Mullin In response to architectural consultant response letter, by Larry Cannon, dated November 28, 2022, is our response letter below. 1.A projecting molding has been added at the horizontal color change location around the entire perimeter of the building. 2.The property shape and access through the lot is highly unusual and creates an undue hardship on the allowable building envelope that we can not over come. The road has been moved away from the building envelope as much as possible. If you have any questions regarding the revisions made, please give me a call. Sincerely, Jaclyn Greenmyer 51 University Ave., Suite L Los Gatos, CA 95030 Tel: (408) 395-2555 EXHIBIT 7 This Page Intentionally Left Blank Tree Inventory, Assessment, and Protection Report 45 Reservoir Road Los Gatos, CA 95032 Prepared for: Town of Los Gatos December 4, 2022 Prepared By: EXHIBIT 8 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Table of Content Summary ...............................................................................................................1 Introduction ...........................................................................................................1 Background ............................................................................................................1 Assignment .............................................................................................................1 Limits of the assignment ........................................................................................1 Purpose and use of the report ................................................................................2 Observations .........................................................................................................2 Tree Inventory .........................................................................................................2 Plans .......................................................................................................................2 Analysis .................................................................................................................4 Discussion .............................................................................................................5 Condition Rating .....................................................................................................5 Expected Impact Level ...........................................................................................6 Mitigation for Removals ..........................................................................................7 Tree Protection .......................................................................................................8 Conclusion ............................................................................................................9 Recommendations .............................................................................................10 Bibliography ........................................................................................................11 Glossary of Terms ...............................................................................................12 Appendix A: Tree Inventory Map and Proposed Site Plan ..............................14 Appendix B: Tree Inventory and Assessment Tables ......................................15 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Appendix C: Photographs ..................................................................................17 C1: #303 and #320 ...............................................................................................17 C2: #301 and #302 ...............................................................................................18 C3: #318 ...............................................................................................................19 C4: Trees #315 and #316 (Adjacent site) ..............................................................20 C5: #308 and #314 ...............................................................................................21 C6: #309, #310 and #311 .....................................................................................22 C7: #306, #313, and #307 ....................................................................................23 C8: #304 ...............................................................................................................24 C9: #305 ...............................................................................................................25 Appendix D: Tree Protection Guidelines ...........................................................26 D1: Plan Sheet Detail S-X (Type I) ........................................................................26 D2: Plan Sheet Detail S-Y (Type III) ......................................................................27 D3: Section 29.10.1005. - Protection of Trees During Construction ....................28 Tree Protection Zones and Fence Specifications .................................................28 All persons, shall comply with the following precautions .....................................29 Prohibited Activities ..............................................................................................29 Monitoring ............................................................................................................30 Root Pruning .........................................................................................................30 Boring or Tunneling ...............................................................................................30 Tree Pruning and Removal Operations .................................................................30 Appendix E: Tree Protection Signs ....................................................................31 E1: English ............................................................................................................31 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 E2: Spanish ...........................................................................................................32 Qualifications, Assumptions, and Limiting Conditions ...................................33 Certification of Performance.............................................................................34 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Summary The applicant is requesting approval for construction of a new single-family residence and site improvements requiring a grading permit on vacant property Zoned R-1:20. APN 529-33-054. The inventory contains twenty (20) trees comprised of eight (8) different species. Six oaks are Large Protected with three originating on the adjacent property and fruit trees #309 and #317 are Exempt. Trees #302, #303, #313, #317, #319, #314, #315, and #316 are not indicated on the plans and #303, #320, #314, #315, and #316 are all located on adjacent properties. Twelve trees are in good condition, three fair, four poor and one coast live oak (#308) is in very poor shape. There are discrepancies between the civil, landscape, and architectural plans. Fifteen trees are to be highly impacted and five moderate to highly depending on their actual location. Tree protection will focus on those located on adjacent sites #314, #315, #316, #303, and #320 and wether or not tree #318 is to be preserved. Trees #314, #315, #316, and #303 need to be located to help determine impacts. The applicant will be required to replace fifteen protected trees according to the ordinance. There were twenty trees appraised for a rounded depreciated value of $235,440.00 ($146,200 are the three blue oaks on the adjacent site). 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, structure, and form), and suitability for preservation ratings. Affix number tags on the trees for reference on site and on plans. •Provide tree protection specifications, guidelines, and impact ratings for those affected by the project. •Provide appraised values using the Trunk Formula Technique. Limits of the assignment •The information in this report is limited to the condition of the trees during my inspection on December 2, 2022. No tree risk assessments were performed. •Tree heights and canopy diameters are estimates. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 1 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 •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. 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). Plans The applicant is requesting approval for construction of a new single-family residence and site improvements requiring a grading permit on vacant property Zoned R-1:20. APN 529-33-054. Table 1: Plans Reviewed Checklist Plan Date Sheet Reviewed Source Existing Site Topographic Proposed Site Plan A4 Yes Kohlsaat & Associates Erosion Control Grading and Drainage C-4 Yes TS Engineering Utility Plan and Hook-up locations C-5 Yes TS Engineering Exterior Elevations Landscape Plan A5 Yes Kohlsaat & Associates Irrigation Plan T-1 Tree Protection Plan Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 2 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 The inventory contains twenty (20) trees comprised of eight (8) different species (Chart 1). Six oaks are considered Large Protected 1 with three of those originating on the adjacent property (blue oaks #314, #15, and #316) and three coast live oaks (#304, #305, and #318) on site. Fruit trees olive #309 and plum #317 are Exempt . Trees #302, #303, #313, #317, #319, #314, #315, and #316 are not 2 indicated on the plans. Trees #303, #320, #314, #315, and #316 are all located on adjacent properties. Large protected tree means any oak (Quercus spp.), California buckeye (Aesculus californica), or Pacific madrone (Arbutus menziesii) which has a 24-inch or 1 greater diameter (75-inch circumference); or any other species of tree with a 48-inch or greater diameter (150-inch circumference). A fruit or nut tree that is less than eighteen (18) inches in diameter (fifty-seven-inch circumference).2 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 3 34 Quantity 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Analysis Tree appraisal was performed according to the Council of Tree & Landscape Appraisers Guide for Plant Appraisal 10th Edition, 2019 (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 Technique” (Appendix B). “Trunk Formula Technique” is calculated as follows: Basic Tree Cost = (Unit tree cost x Appraised trunk area), Appraised Value = (Basic tree cost X functional Limitations (percentage) X Condition (percentage) X External Limitations (percentage)). The trunk formula valuations are based on four tree factors; size (trunk cross sectional area), condition, functional limitations, and external limitations. There are two steps to determine the overall value. The first step is to determine the “Basic Tree Cost” based on size and unit tree cost. Unit tree cost is calculated by dividing the nursery wholesale cost of a 24 inch box specimen and its replacement size (cost per square inch trunk caliper) which is determined by the Species Classification and Group Assignment, 2004 Western Chapter Regional Supplement. The cost of the 24 inch box wholesale specimen was determined through personal communications with BrightView and Normans nurseries in Farmington and Central Wholesale in San Jose for an average of $214.00. The second part is to depreciate the tree’s Basic Cost through an assessment of condition, functional limitations, and external limitations. The condition assessment guidelines and percentages are defined in the “Condition Rating” section of this report. Functional limitations are based on factors associated with the tree’s interaction to its planting site that would affect condition, limit development, or reduce the utility in the future and include genetics, placement, and site conditions for the individual tree. External limitations are outside the property, out of control of the owner and also affect condition, limit development, or reduce the utility in the future (i.e power lines, municipal restrictions, drought adaptations, or species susceptibility to pests). There were twenty trees appraised for a rounded depreciated value of $235,440.00 ($146,200 are the three blue oaks on the adjacent site). 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 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Discussion Condition Rating A tree’s condition is a determination of its overall health, structure, and form. The assessment considered all three criteria for a combined condition rating. •91- 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. Twelve trees are in good condition, three fair, four poor and one coast live oak (#308) is in very poor shape (Chart 2). The lot and the trees have not been maintained or maintained very well. Several trees #304, #311, and #312 are either topped or poorly maintained to avoid overhead high voltage lines. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 5 34 Quantity 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 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. Trees #302, #303, #313, #317, #319, #314, #315, and #316 are not indicated on the plans. There are discrepancies between the civil, landscape, and architectural plans. The architectural plans (A4 ), landscape plan (A5), civil drawings (C-7) indicate the lower coast live oak #318 is to be retained but the Grading and Drainage Plan C-4 clearly indicates this tree would be highly impacted by the keyway and grading in this area. I believe this tree (#318) is critical for screening. Architectural sheets A4 and A5 also indicate coast live oak #320 is to be removed, however the tree is indicated to be on the adjacent property. Looking at the civil plans all the trees on site would be required to be removed. The architectural plans indicate #301, #310, and #318 are to be preserved but again are in conflict with the grading and drainage plans. There are five trees that could be moderately impacted located on the adjacent properties which are #314, #315, #316, #303, and #320. Trees #314, #315, #316 will need to be located to obtain exact distances from the excavation to the trees. #303, and #320 are near the road improvements and will need to be preserved. Fifteen trees are to be highly impacted and five moderate to highly (Chart 4). Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 6 34 Quantity 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Mitigation for Removals The table below indicates the recommended replacement values (Table 2). The applicant will be required to replace fifteen protected trees according to the ordinance. 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 2: 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 7 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Tree Protection Typically there are three different tree protection schemes which are called Type I (Appendix D1), Type II and Type III (Appendix D2) trunk protection only. 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 (Appendix D). Tree protection will focus on those located on adjacent sites #314, #315, #316, #303, and #320 and wether or not tree #318 is to be preserved. Trees #314, #315, #316, and #303 need to be located to help determine what exactly the impacts are expected. Fence around these trees no closer than six times their trunk diameter distance would likely be adequate. Obtaining eight to ten times the trunk diameter in radius from trees #314, #315, #316 would be ideal. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 8 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Conclusion The applicant is requesting approval for construction of a new single-family residence and site improvements requiring a grading permit on vacant property Zoned R-1:20. APN 529-33-054. The inventory contains twenty (20) trees comprised of eight (8) different species. Six oaks are Large Protected with three originating on the adjacent property (blue oaks #314, #15, and #316) and three coast live oaks (#304, #305, and #318) on site. Fruit trees olive #309 and plum #317 are Exempt. Trees #302, #303, #313, #317, #319, #314, #315, and #316 are not indicated on the plans and #303, #320, #314, #315, and #316 are all located on adjacent properties. Twelve trees are in good condition, three fair, four poor and one coast live oak (#308) is in very poor shape. There are discrepancies between the civil, landscape, and architectural plans. The architectural plans (A4 ), landscape plan (A5), civil drawings (C-7) indicate the lower coast live oak #318 is to be retained but the Grading and Drainage Plan C-4 clearly indicates this tree would be highly impacted by the keyway and grading in this area. I believe this tree (#318) is critical for screening. Architectural sheets A4 and A5 also indicate coast live oak #320 is to be removed, however the tree is on the adjacent property. Looking at the civil plans all the trees on site would be required to be removed. The architectural plans indicate #301, #310, and #318 are to be preserved but are in conflict with the grading and drainage plans. There are five trees that could be moderately impacted on the adjacent properties which are #314, #315, #316, #303, and #320. Trees #314, #315, #316 will need to be located to obtain exact distances from the excavation to them. #303, and #320 are near the road improvements and will need to be preserved. Fifteen trees are to be highly impacted and five moderate to highly depending on their actual location. Tree protection will focus on those located on adjacent sites #314, #315, #316, #303, and #320 and wether or not tree #318 is to be preserved. Trees #314, #315, #316, and #303 need to be located to help determine what exactly the impacts are expected. Fence around these trees no closer than six times their trunk diameter distance would likely be adequate. Obtaining eight to ten times the trunk diameter in radius from trees #314, #315, #316 would be ideal. The applicant will be required to replace fifteen protected trees according to the ordinance. There were twenty trees appraised for a rounded depreciated value of $235,440.00 ($146,200 are the three blue oaks on the adjacent site). Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 9 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Recommendations 1.Place tree numbers on all the plans. Make sure the trees are clearly indicated for removal on all the plans. The trees should also be very clearly marked on site prior to removal. 2.Locate trees #302, #303, #313, #317, #319, #314, #315, and #316 on the plans. 3.Coordinate trees to be preserved or removed between the civil engineer and architect (#301, #310, #318, #320). 4.Place tree protection fence at least eight times the trunk diameter distance from the trunks of trees to be retained. 5.Install temporary irrigation or soaker hoses in all tree protection zones and provide supplemental watering during construction within all TPZ areas. Monitor watering times or amounts to ensure adequate soil saturation. (A 5/8” soaker hose requires about 200 minutes to deliver one inch of water to a garden. This number is affected by the length of the hose and the overall rate of flow from the faucet. A good rule of thumb is to expect about ½ GPM as a standard faucet flow rate.). Infrequent deeper watering is preferred. 6.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. 7.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. 8.Place all the tree protection fence locations and guidelines on the plans including the grading, drainage, and utility plans. Alternatively create a separate plan sheet that includes all three protection measures labeled “T-1 Tree Protection Plan.” 9.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. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 10 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 10.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. 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, 2019. 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 Arboriculture 1998. 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 11 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 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. Form: describes a plant’s habit, shape or silhouette defined by its genetics, environment, or management. Health: Assessment is based on the overall appearance of the tree, its leaf and twig growth, and the presence and severity of insects or disease. 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. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 12 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Structural evaluation: focused on the crown, trunk, trunk flare, above ground roots and the site conditions contributing to conditions and/or defects that may contribute to failure. 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. Trunk Formula Technique: 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 13 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Appendix A: Tree Inventory Map and Proposed Site Plan Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 14 34 OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555NOTE:•The Contractor shall verify all dimensions,elevations and conditions, prior to startingany field work.•Any deviation called by field conditions,or any conditions different from thoseindicated on the plans shall be broughtto the Architect's attention prior toinstallation.S H E E TARCHITECTURAL AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A4 11.8.22 -4 ARCHITECT URAL SITE PLAN N09°09'35"E 129.90'S73°45'25"E 83.65'N11°34'58"E 125.57'S85°44'41"E 45.09'S64°18'16"E 34.20'EXIST. 1-1/4" GASADJ. GARAGE ADJ. BLDG 15" OAK PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE5405305255355205105055005 1 5 REARRESIDENCE ADJACENT RESIDENCE ADJACENTRESIDENCE FRONT RESIDENCE BLDG. BLDG. 510 515520525530540RESERVOIR ROAD(PRIVATE ACCESS ROAD)FS RISER DOWNDOWN25'-0"SETBACK 5'-0"WATER EASEMENT15'-0"SETBACK30'-0"SETBACK15'-0"SETBACK12'-0"PROPOSED SETBACK12'-4"PROPOSED SETBACK20'-0" PROPOSED SETBACK WIDEN ACCESS ROAD (SEE CIVIL)3'-0"PRIVATE SANITARYSEWER EASEMENTBAY WINDOWBELOW GARAGE ROOFBELOW GARAGEFOOTPRINT BELOW RETAINING WALL RETAINING WALL RETAINING WALL SEPTIC TANK WITHEJECTOR PUMP RELOCATED PG&EPOWER POLE.CONNECT NEWPOWER LINE TOHOUSE INGRESS EGRESS EASEMENT(SEE CIVIL) 2" FORCE MAIN SS TOSSMH AT 60 ROGERS NEW WATER LINE BLDG ADDRESS 18" HIGH PLANTERSTUCCO FINISH TRAVEL DISTANCE:- BLDG CORNER TO PROP LINE: 121.5'- PROP. LINE TO HYDRANT: 361.5' TOTAL TRAVEL DISTANCE TO HYDRANTON RESERVOIR ROAD: 483' (RESIDENCEWILL BE EQUIPPED WITH FIRE PROTECTIONSPRINKLER SYSTEM) EX 8FT WOOD FENCE NEW 8FT WOOD FENCE(SEE LANDSCAPE) NEW 8FT WOOD FENCE(SEE LANDSCAPE) HIGHLIGHTED AREA:RET. WALL OVER 5FT HIGH(EXCEPTION REQ. SEE CIVILFOR HEIGHTS. HIGHLIGHTED AREA: GRADING(FILL) OVER MAX. 3FT.(EXCEPTION REQ.) SERVICE POLE #1 OAK T14" DIA. 12" OAK LOWER LEVEL GARAGE GARAGEENTRY(LOWERLEVEL) MAIN ENTRY(LOWERLEVEL) 9X18 PARKING SPACE FF514.5 FF514 ACCESS STEPS LIGHTWELL(LOWER LEVEL) FF 514.5 FF 514.0 WALKWAY TIEREDLANDSCSAPE LOGGIA(MAINLEVEL) #2 OAKT6" DIA.#3 OAKT8" DIA. #4 OAK T10" DIA. #5 OAKT10" DIA. #6 OAKT9" DIA. #7 OAKT12" DIA. #8 OAKT7" DIA. #9 OAK T10" DIA. #10 OAKT17" DIA. #11 OAKT19" DIA. #12,13 OAKT16", 18" DIA. #14 OAKT12" DIA. #15 OAKT13" DIA. YARD(LOWER LEVEL)FIRE TRUCK TURN-OUT(SEE CIVIL)YARD(MAIN LEVEL) R-1-20 SETBACK PROPOSED SETBACK MAIN LEVEL YARD W/RETAINING WALLS(SEE CIVIL FOR HEIGHTS) HIGHLIGHTED AREA:RET. WALL OVER 5FTHIGH (EXCEPTION REQ)SEE CIVIL FOR HEIGHTS. LEGEND WM CO EM SITE ADDRESS ADDRESS SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE &VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THENUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERSSHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BEA MIN. 4" HIGH WITH A MIN. STROKE WIDTH OF ½". WHERE ACCESS IS BY MEANSOF A PRIVATE ROAD & THE BUILDING ADDRESS CANNOT BE VIEWED FROMTHE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BEUSED TO IDENTIFY THE STRUCTURE. CBC R319.1. SEE FRONT ELEVATION ONA12. FOR LOCATION. TREE PROTECTION 1. SIX-FOOT HIGH CHAIN LINK FENCING MOUNTED ON TWO-INCH DIAMETERGALVANIZED IRON POSTS SHALL BE DRIVEN INTO THE GROUND AT LEASTTWO-FEET DEEP AT NO MORE THAN TEN-FOOT SPACING. WHEN STIPULATED,FOR EXISTING PAVING AREAS THAT WILL NOT BE DEMOLISHED, POSTS MAYBE SUPPORTED BY CONCRETE BASE. 2. POSTED EIGHT AND ONE-HALF-INCH BY ELEVEN-INCH SIGN ON EACH TREEFENCE STATING: “WARNING – TREE PROTECTION ZONE – THIS FENCE SHALLNOT BE REMOVED AND IS SUBJECT TO PENALTY ACCORDING TO TOWN CODE29.10.1025” 3. TREE PROTECTION FENCING IS REQUIRED TO REMAIN IN PLACETHROUGHOUT CONSTRUCTION. EXISTING PROPERTY LINE BUILDING SETBACK LINE (R-1-20) BUILDING SETBACK LINE (PROPOSED) MAIN LEVEL STRUCTURE FOOTPRINT LOWER LEVEL STRUCTURE FOOTPRINT OVERHEAD ROOF LINE LIGHT WELL, ACCESS STAIR, YARDS CONCRETE RETAINING WALL EXISTING/NEW WOOD FENCE TREE PROTECTION FENCE ELECTRICAL METER WATER METER SEWER CLEAN-OUT AREA DRAIN LOCATIONS TRAVEL DISTANCE FROM HYDRANT TOFARTHEST BLDG CORNER EXCEPTION AREA WITH RETAINING WALLS OVER4FT HIGH EXCEPTION AREA WITH FILL OVER 3FT HIGH DS SITE AND ARCHITECTURAL DEVELOPMENT ON AN EXISTING VACANT R1-20ZONED LOT (HILLSIDE OVERLAY). WORK TO INCLUDE:BUILDINGS:1. CONSTRUCTION OF A NEW RESIDENCE WITH AN ATTACHED ACCESSORYDWELLING UNIT, AN ATTACHED GARAGE AND BELOW GRADE BASEMENT.2. COVERED DECK AND BALCONY3. EGRESS, VENTILATION WELLS AND ACCESS STAIRS. SITE IMPROVEMENTS (REFER TO CIVIL AND LANDSCAPE PLANS):1. MODIFY EXISTING PRIVATE ROAD TO PROVIDE PARKING AND FIRE TRUCKTURNOUT.2. DRIVEWAY ACCESS TO GARAGE3. SITE RETAINING WALLS AND PAVED YARDS4. LANDSCAPE AND IRRIGATION5. UTILITIY TRENCHING AND CONNECTIONS. SCOPE OF WORK NSCALE: 1/8" = 1'-0" NEW SITE PLAN 301 302 319 317 318 303 320 304305 306 313 307 308 310 309 311 312 Removed Removed 314 315 316 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Appendix B: Tree Inventory and Assessment Tables Table 3: Inventory and Assessment Summary Tree Species I.D. #Trunk Diameter (in.) ~ Canopy Diameter (ft.) Condition/ Percent Expected Impact Protection Status Rounded Depreciated Value Tree Protection Radii (8X DBH ft.) black oak (Quercus kelloggii)301 18 35 Fair/50%High Protected $10,900.00 12 toyon (Heteromeles arbutifolia)302 4, 3 8 Good/70%High Protected $1,270.00 3 buckeye (Aesculus californica)303 5 10 Good/70%Moderate- High Protected $670.00 3 coast live oak (Quercus agrifolia) 304 19, 20 35 Poor/30%High Large Protected $9,400.00 19 coast live oak (Quercus agrifolia) 305 26 35 Fair/50%High Large Protected $13,400.00 17 black oak (Quercus kelloggii)306 18 25 Good/70%High Protected $15,300.00 12 blue oak (Quercus douglasii)307 12 20 Fair/50%High Protected $4,860.00 8 coast live oak (Quercus agrifolia) 308 12 20 Very poor High Protected $860.00 8 olive (Olea europaea)309 10 20 Good/70%High Exempt $2,790.00 7 coast live oak (Quercus agrifolia) 310 10 20 Poor/30%High Protected $1,190.00 7 black oak (Quercus kelloggii)311 10 10 Poor/30%High Protected $2,020.00 7 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 15 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 black oak (Quercus kelloggii)312 6 10 Poor/30%High Protected $730.00 4 toyon (Heteromeles arbutifolia)313 5 10 Good/70%High Protected $1,270.00 3 blue oak (Quercus douglasii)314 36 45 Good/70%Moderate- High Large Protected $61,200.00 24 blue oak (Quercus douglasii)315 30 45 Good/70%Moderate- High Large Protected $42,500.00 20 blue oak (Quercus douglasii)316 30 45 Good/70%Moderate- High Large Protected $42,500.00 20 plum (Prunus domestica)317 4, 4 15 Good/70%High Exempt $940.00 4 coast live oak (Quercus agrifolia) 318 14, 18 35 Good/70%High Large Protected $14,700.00 15 elderberry (Sambucus canadensis) 319 4, 4 15 Good/70%High Protected $940.00 4 coast live oak (Quercus agrifolia) 320 17 35 Good/70%Moderate- High Protected $8,000.00 11 Tree Species I.D. #Trunk Diameter (in.) ~ Canopy Diameter (ft.) Condition/ Percent Expected Impact Protection Status Rounded Depreciated Value Tree Protection Radii (8X DBH ft.) Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 16 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Appendix C: Photographs C1: #303 and #320 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 17 34 303320 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 C2: #301 and #302 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 18 34 301 302 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 C3: #318 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 19 34 318 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 C4: Trees #315 and #316 (Adjacent site) Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 20 34 315 316 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 C5: #308 and #314 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 21 34 308 314 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 C6: #309, #310 and #311 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 22 34 309 310 311 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 C7: #306, #313, and #307 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 23 34 306 313 307 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 C8: #304 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 24 34 304 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 C9: #305 Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 25 34 305 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 Appendix D: Tree Protection Guidelines D1: Plan Sheet Detail S-X (Type I) Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 26 34TREE PROTECTION Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment.4'-0"Maintain existinggrade with the tree protection fence unless otherwise indicated on the plans. 2" x 6' steel posts or approved equal. Tree Protection fence: High density polyethylene fencing with 3.5" x 1.5" openings; Color- orange. Steel posts installed at 8' o.c. 5" thick layer of mulch. Notes: 1- See specifications for additional tree protection requirements. 2- If there is no existing irrigation, see specifications for watering requirements. 3- No pruning shall be performed except by approved arborist. 4- No equipment shall operate inside the protective fencing including during fence installation and removal. 5- See site preparation plan for any modifications with the Tree Protection area. SECTION VIEW KEEP OUT TREE PROTECTION AREA 8.5" x 11" sign laminated in plastic spaced every 50' along thefence. URBAN TREE FOUNDATION © 2014OPEN SOURCE FREE TO USE Tree protection fence: Fencing shall be comprised of six- foot high chain link mounted on eight- foot tall, 1 7/8-inch diameter galvanized posts, driven 24 inches into the ground. Minimum 4” thick mulch layer Crown diameter drip line distance equal to the outer most limit of foliage.Notes: •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. Notes: The Tree Protection Zone (TPZ) may vary in radius from the trunk and may or may not be established at the drip line distance. See arborist’s report and plan sheet for specifications of TPZ radii.6’-0”Modified by Monarch Consulting Arborists LLC, 2019 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 D2: Plan Sheet Detail S-Y (Type III) Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 27 34EVCHARGINGONLYEVCHARGINGONLYNOPARKINGNOPARKINGCLEAN AIRVAN POOLE.V.CLEAN AIRVAN POOLE.V.CLEAN AIRVAN POOLE.V.327 328 329329327328E1E1E1E5E5AE5CC ?W ?W ?WPLANTING PLAN BYJONI JANECKI & ASSOCIATESSEE LIBRARY PLANS GUSHEE STREET PLANTING PLAN BYJONI JANECKI & ASSOCIATESSEE LIBRARY PLANSPLANTING PLAN BYJONI JANECKI & ASSOCIATESSEE LIBRARY PLANSPARKING AND BUILDING BYTEALL MESSER ARCHITECTSEE LIBRARY PLANSPLANTING PLAN BYJONI JANECKI & ASSOCIATESSEE LIBRARY PLANSLIBRARY LANDSCAPE PLAN BYJONI JANECKI & ASSOCIATES L.O.W.L.O.W.L.O.W.L.O.W.L.O.W.L.O.W.L.O.W.L.O.W.L.O.W.L.O.W.L.O.W.L.O.W.BULL CREEK FLOWLINEFUTURELIBRARY XXXXXXXXXXXXXXXXX X X X X X X X X X X KIRBY STREETXXXSEE L2.0 MATERIALS PLAN FOR DISCOVERY PARKIMPROVEMENTSSEE L2.0 MATERIALS PLAN FOR DISCOVERY PARKIMPROVEMENTS (E) CHAINLINK FENCE AND GATETO REMAIN APPROXIMATE LIMIT OF WORK (L.O.W.)LEGEND (E) TREE TO BE PROTECTED(E) TREE TO REMAINNOTE:1.SEE C3.0 EROSION CONTROL PLAN FOR TREEPROTECTION IN EXISTING RIPARIAN AREA.2.TREE SURVEY PROVIDED BY IFLAND SURVEY, 10/09/18.3.CONTRACTOR SHALL PROTECT ALL TREES WHICH ARELOCATED WITHIN 10' OF EQUIPMENT MOVEMENT.1L1.0(E) FENCE TO BE REMOVEDARBORIST NOTES:1.ALL TREE MAINTENANCE AND CARE SHALL BEPERFORMED BY A QUALIFIED ARBORIST WITH AC-61/D-49 CALIFORNIA CONTRACTORS LICENSE. TREEMAINTENANCE AND CARE SHALL BE SPECIFIED INWRITING ACCORDING TO AMERICAN NATIONALSTANDARD FOR TREE CARE OPERATIONS: TREE, SHRUBAND OTHER WOODY PLANT MANAGEMENT: STANDARDPRACTICES PARTS 1 THROUGH 10 AND ADHERE TO ANSIZ133.1 SAFETY STANDARDS AND LOCAL REGULATIONS.ALL MAINTENANCE IS TO BE PERFORMED ACCORDING TO ISA BEST MANAGEMENT PRACTICES. 2.TREE PRUNING - IF TREE PRUNING FOR OVERHEAD CLEARANCE IS REQUIRED OR NECESSARY PRUNING SPECIFICATIONS SHALL BE IN WRITING PRIOR TO ANY CUTTING. CUTTING SHALL BE PERFORMED BY A QUALIFIED TREE CARE PROFESSIONAL OR SUPERVISED BY THE PROJECT ARBORIST. NO LIMBS GREATER THAN FOUR INCHES (4”) IN DIAMETER SHALL BE REMOVED WITHOUT APPROVAL. 3.ROOT MANAGEMENT - PRIOR TO REMOVING ROOTS GREATER THAN TWO INCHES (2”) IN DIAMETER EACH TREE SHALL BE EVALUATED BY THE PROJECT ARBORIST TO HELP DETERMINE ITS LIKELIHOOD OF FAILURE AFTER ROOT LOSS. IF ROOTS OVER TWO INCHES IN DIAMETER ARE ENCOUNTERED 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. NO ROOTS SHALL BE CUT WITHIN SIX TIMES THE TRUNK DIAMETER DISTANCE IN FEET ON ONE SIDE WITHOUT ARBORIST APPROVAL. 4.TRUNK PROTECTION - PREVENTING MECHANICAL DAMAGE TO THE MAIN STEMS FROM EQUIPMENT OR HAND TOOLS CAN BE ACCOMPLISHED BY WRAPPING THE MAIN STEM WITH STRAW WATTLE. 5.SITE OCCUPANCY - HAVE A QUALIFIED ARBORIST PERFORM A LEVEL 2: BASIC TREE RISK ASSESSMENT AS DESCRIBED IN BEST MANAGEMENT PRACTICES: TREE RISK ASSESSMENT: INTERNATIONAL SOCIETY OF ARBORICULTURE, 2017 TO HELP IDENTIFY ANY NEW RISK FACTORS AFTER CONSTRUCTION UPON NEW SITE OCCUPANCY. DEMOLITION AND TREE PROTECTION PLAN L1.0 1"= 20' LANDSCAPE ARCHITECTBASE LANDSCAPE ARCHITECTUREPROJECT TEAMPROJECT NAME & ADDRESSFELTON LIBRARYDISCOVERY PARKGUSHEE STREETFELTON, CA, 95018REVISION#Date Description STAMP SHEET TITLE Scale: Date: Drawn by: Checked by: Project No.: PHASE BID SET No. 5579 Ren. 9/30/2020LICENSED A R C HI TECTST ATEOF CAL I F O R NIAAL ENDACSP 1802 PA / AS NM 04/19/2019 CIVIL ENGINEERMME CIVIL + STRUCTURAL ENGINEERINGSAN FRANCISCO / PORTLANDwww.baselandscape.comIRRIGATION DESIGNRMA IRRIGATIONCLIENTSANTA CRUZ COUNTY DEPARTMENT OF PARKS,OPEN SPACE, AND CULTURAL SERVICES 0 feet40 1" = 20' 20 60 80 NORTHSECTION TREE TRUNK 12" Ø STRAWFILLED BURLAPWATTLES TREE PROTECTION WITHOUT FENCE 3/8" = 1'-0"4'-0"ROOT PROTECTIONZONE. SEE SPECS FORREQUIREMENTS 1 SCHEDULE TREES TO BE PROTECTED: 20 TREES TO BE REMOVED: 0 04-19-20191 Planning Review Comments1 SECTION VIEW TRUNK PROTECTION WITH WATTLES-Y 6’-0” Excavation Trenches: 1. When any roots are cut or torn during construction, it is critical that you sharply cut all the ends of any exposed roots immediately. Failure to do so will leave crushed and torn roots. This leads to decay and inhibits growth of new roots. 2. Pile soil on the side of the trench opposite the tree. If this is not possible, place the soil on a plastic tarp, plywood or a thick bed of mulch. 3. Do not compact the backfill on the trench more than its original firmness. 4. Water the backfill to allow the roots to begin healing. Trenching near a tree can kill as much as 40%-50% of the tree’s roots. If the tree you are working around is in a confined space and your equipment will be coming close, it is important for you to protect the trunk. Wrap the tree trunk in old tires or place 2” x 4” studs around the tree and rope or band them together. ROOT PRUNING DETAIL PLEASE KEEP THIS SHEET FOR REFERENCE 2” x 4” or 2” x 2” Dimensional Lumber Sturdy Strap (steel, nylon, or synthetic rope) 2” x 4” ’or 2” x 2” - 6 to 8 Feet Tall Dimensional Lumber Spaced 3” Apart Sturdy Strap (steel, nylon, or synthetic rope) Bridge With 4” - 6” Deep Course Woody Debris or 4” x 4” Dimensional Lumber and 3/4” Plywood or Steel Road Plate. Note: See Local Ordinance Requirements and Arborist’s Report for Additional Protection Specifications and Guidelines. Trunk Protection Vertical Timber Detail 6’ MIN. 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 D3: 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). Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 28 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 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. 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. Prohibited Activities The following are prohibited activities within the TPZ: •Grade changes (e.g. soil cuts, fills); •Trenches; •Root cuts; •Pedestrian and equipment traffic that could compact the soil or physically damage roots; •Parking vehicles or equipment; •Burning of brush and woody debris; •Storing soil, construction materials, petroleum products, water, or building refuse; and, •Disposing of wash water, fuel or other potentially damaging liquids. Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 29 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 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 30 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 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 31 34 Warning Tree Protection Zone This Fence Shall Not Be Removed And Is Subject To Penalty According To Town Code 29.10.1025 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 E2: Spanish Monarch Consulting Arborists LLC - P.O Box 1010, Felton, CA 95018 831.331.8982 - rick@monarcharborist.com Page of 32 34 Cuidado Zona De Arbol Pretejido Esta valla no podrán ser sacados Y está sujeta a sanción en función de Código Ciudad del 29.101025 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 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 33 34 45 Reservoir Road, Los Gatos Tree Inventory, Assessment and Protection Report December 4, 2022 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 Copyright © Copyright 2022, 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 34 34 Story Poles installed at 45 Reservoir Road – AS No.: S22-048 EXHIBIT 9 This Page Intentionally Left Blank On private road approaching lot (building envelope on left side) On private road (building envelope on right side), pillars mark the edge of property EXHIBIT 10 On private road, building pad on left side, road cut on the right Looking downhill from private road Left over retaining walls at rear yard This Page Intentionally Left Blank EXHIBIT 11 OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-1 11/08/22 -1 COVER SHEET 7.30.24REV. 9.25.24REV. 10.29.24REV. PROJECT DIRECTORY ARCHITECT: KOHLSAAT & ASSOCIATES 51 UNIVERSITY AVENUE, SUITE L LOS GATOS, CA 95030 TEL: (408) 395-2555 SCOPE OF WORK SITE AND ARCHITECTURAL DEVELOPMENT ON AN EXISTING VACANT R1-20 ZONED LOT (HILLSIDE OVERLAY). WORK TO INCLUDE: BUILDINGS: 1. CONSTRUCTION OF A NEW RESIDENCE WITH AN ATTACHED ACCESSORY DWELLING UNIT, AN ATTACHED GARAGE AND BELOW GRADE BASEMENT. 2. COVERED DECK 3. EGRESS, VENTILATION WELLS AND ACCESS STAIRS. SITE IMPROVEMENTS (REFER TO CIVIL PLANS): 1. MODIFY EXISTING PRIVATE ROAD TO PROVIDE PARKING AND FIRE TRUCK TURN-AROUND. 2.SITE RETAINING WALLS AND PAVED YARDS 3.UTILITIY TRENCHING AND CONNECTIONS 4. TREE REMOVAL AND NEW TREE PLANTING VICINITY MAP SITE PROJECT DATA PROJECT ADDRESS: APN#: ZONING: OCCUPANCY GROUP: CONSTRUCTION TYPE: AVERAGE LOT SLOPE: GROSS & NET SITE AREA: STORIES: PARKING: FIRE SPRINKLER: 45 RESERVOIR ROAD LOS GATOS, CA 95030 529-33-054 R-1-20 (IN HILLSIDE OVERLAY) R-3, U V-B 28% (SEE SLOPE CALCS. ON CIVIL PLANS) 10,000SF GROSS, 4,600SF NET (SEE CALCS BELOW) NEW (2) STORY RESIDENCE, NEW ATTACHED ACCESSORY DWELLING UNIT ATTACHED GARAGE BELOW GRADE BASEMENT 2 COVERED SPACES, 1 UNCOVERED SPACE WILL PROVIDE MAIN FLOOR LOWER FLOOR GARAGE SUB-TOTAL ADU TOTAL FLOOR AREAS 1,327 SF 1,600 SF 564 SF 3,491 SF 516 SF 4,007 SF (A) + (B) 1,327 SF 313 SF 0 SF 1,640 SF 516 SF 2,156 SF FLOOR AREA (A) 1287 SF (1) 338SF (1) 163 + 63SF (2) EXCLUSION (B) * EXCLUSIONS: (1) BELOW GRADE BASEMENT AREA (2) GARAGE EXEMPTION UP TO 400SF RESIDENCE + ADU + GARAGE PATIOS, BALCONIES (OUTSIDE RESIDENCE FOOTPRINT) TOTAL STRUCTURAL COVERAGE: 2,195 SF 148 SF 2,343 SF = 23.43% SHEET INDEXFIRE / BUILDING NOTES CIVIL ENGINEERING: HANNA-BRUNETTI 7651 EIGLEBERRY STREET GILROY, CA 95020 TEL: (408) 842-2173 PROPERTY OWNER: FARNAZ AGAHIAN 1558 THORNBRIAR DRIVE SAN JOSE, CA 95131 TEL: (408) 234-5780 REDUCTION OF NET SITE AREA ON SLOPING LOT (30% PLUS 3% FOR EACH 1% OF SLOPE OVER 20%) USING AVERAGE SLOPE OF 28%: -> 30% + 24% = 54% REDUCTION NET LOT AREA: GROSS LOT AREA - REDUCTION % 10,000SF * (1-54%) = 4,600SF ALLOWABLE FAR = 0.40 - [(4.6-2)/3 X 0.05] = 0.4 - 0.0433 = 0.3567 ALLOWABLE FLOOR AREA: NET LOT AREA * FAR = 4,600SF * 0.3567 = 1640.82SF FLOOR AREAS: • FIRE SPRINKLERS: 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. Note: The owner(s), occupant(s) and any contractor(s) or subcontractor(s) are responsible for consulting with the water purveyor of record in order to determine if any modification or upgrade of the existing water service is required. A State of California licensed (C-16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. CRC Sec. 313.2 as adopted and amended by LGTC. • 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 requiremeTnts 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 • 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 sign or means shall be used to identify the structure. Address numbers shall be maintained. [CFC Sec. 505.1]. • EMERGENCY GATE/ACCESS GATE REQUIREMENTS: Gate installations shall conform with Fire Department Standard Details and Specification G-1 and, when open shall not obstruct any portion of the required width for emergency access roadways or driveways. Locks, if provided, shall be fire department approved prior to installation. Gates across the emergency access roadways shall be equipped with an approved access devices. Knox Key-switch is required for the automatic gate. • 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, minimum circulating turning radius of 36 feet outside and 23 feet inside, and a maximum slope of 15%. Installations shall conform to the Fire Department Standard Details Specifications D-1 and CFC Section 503. •CONSTRUCTION SITE FIRE SAFETY: All construction site must comply with applicable provisions of the CFC chapter 33 and County of Santa Clara Standard Detail and Specification S1-7. • REACH CODE COMPLIANCE: This residence will comply with the town's electric appliance, electric vehicle and energy storage system requirements in accordance with town code section 6.70.020 and 6.120.020. SURVEYOR: HANNA-BRUNETTI 7651 EIGLEBERRY STREET GILROY, CA 95020 TEL: (408) 842-2173 A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 A-13 A-14 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 COVER SHEET NEIGHBORHOOD SITE PLAN DEMO/EXISTING SITE PLAN ARCHITECTURAL SITE PLAN PRELIMINARY LANDSCAPE PLAN LOWER LEVER FLOOR PLAN MAIN LEVEL FLOOR PLAN ROOF PLAN ELEVATIONS ELEVATIONS SECTIONS VISIBILITY STUDY VISIBILITY STUDY SHADOW STUDIES CIVIL COVER SHEET BLUEPRINT FOR A CLEAN BAY EXISTING TOPO SURVEY & DEMO PLAN GRADING AND DRAINAGE PLAN UTILITY PLAN UTILITY PLAN CROSS SECTIONS & DETAILS EROSION CONTROL PLAN 1 ARCHITECTURE AND SITE APPLICATION FOR THE AGAHIAN RESIDENCE 45 RESERVOIR ROAD LOS GATOS, CA 95030 EXHIBIT 12 OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-2 11/08/22 -2 NEIGHBORHO OD SITE PLAN 7.30.24REV. 9.25.24REV. 10.29.24REV. SITE SECTION R A-2 SITE SECTION R A-2 PRIVATE ROAD NEW FIRE TRUCK TURN-AROUND 80 CLELAND AVE R-1D (15600sf) 90 CLELAND AVE R-1D (19000sf) 103 CLELAND AVE R-1D (9600sf) 109 CLELAND AVE R-1D 114 CLELAND AVE R-1D 120 CLELAND AVE R-1D (8190sf) 24 ROGERS ST R-1-10 26 ROGERS ST R-1-10 (17,275 sf) 36 ROGERS ST R-1-10 (39472sf) 60 ROGERS ST R-1-20 (15500SF) 55 ROGERS ST R-1-20 (10000SF) 47 RESERVOIR ROAD R-1-20 (19150sf) 49 RESERVOIR ROAD R-1-20 56 CLELAND AVE R-1D (9580sf) 54 CLELAND AVE R-1D 39 RESERVOIR ROAD R-1D (16100sf) 25 RESERVOIR ROAD R-1D (11900sf) 9 RESERVOIR ROAD R-1D (16117sf) 11 RESERVOIR ROAD R-1D (10180sf) 81 RESERVOIR ROAD R-1-20 (60600sf) 79 RESERVOIR ROAD R-1-20 (24084sf) 34 KIMBLE AVE R-1-10 (9200sf) 38 KIMBLE AVE R-1-10 (7300sf) 50 KIMBLE AVE R-1-10 (7188sf) 56 KIMBLE AVE R-1-10 (9000sf) 60 KIMBLE AVE R-1-10 (10562sf)CLELAND AVERESERVOIR ROAD R O G E R S S T K I M B L E A V E VICINITY MAP SITE LEGEND R-1D (MIN. SIZE LOT 5000SF) SETBACK FRONT 15FT SIDE 5FT REAR 20FT R-1-10 (MIN. SIZE LOT 10,000SF) SETBACK FRONT 25FT SIDE 10FT REAR 20FT R-1-20 (MIN. SIZE LOT 20,000SF) SETBACK FRONT 30FT SIDE 15FT REAR 25FT LABEL ADDRESS: ZONING: (LOT SIZE) 60 ROGERS 80 CLELAND 525.67' 514.50' 547' +/- 478.43' +/- 45 RESERVOIR NSCALE: 1" = 40' NEIGHBORHOOD SITE PLAN SCALE: 1" = 20' SITE SECTION OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-3 11/08/22 -3 DEMO/ EXISTING SITE PLAN 7.30.24REV. 9.25.24REV. 10.29.24REV. N09°09'35"E 129.90'S73° 55' 30"E 83.65'N11°34'58"E 125.57'S86° 21' 44"E 45.09'RESERVOIR DRIVE(EXISTING PRIVATE ACCESS ROAD)EXIST. 1-1/4" GASADJ. GARAGE ADJ. BLDG 15" OAK PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEREAR RESIDENCE ADJACENT RESIDENCE ADJACENT RESIDENCE FRONT RESIDENCE BLDG. RESIDENCE column columnstepss t e p s s t e p s p a t h wallwallwalls t e p swallwallwallwallwallwallwall 5' WATERLINE EASEMENT TO TON / NGUYEN PER INST:23351866 (PARCEL SIX) 5' GASLINE EASEMENT TO AGAHIAN PER INST: 25274348 (PARCEL THREE) 3' SANITARY SEWER EASEMENTTO AGAHIAN PERINST: 25274348 (PARCEL FOUR) s t e p s gates h e d hen house GUY JP GUY N11° 34' 58"E 59.68 S72° 59' 19"E 48.91S77° 03' 15"E 59.66N09° 09' 35"E 12.76 S63° 55' 23"E 34.20510 508 5005105205304985025045065085125145165185225245265285325345365385005025045065085'-0"5'-0"RELOCATE PG&E POLE 2" FORCE MAIN SS TO SSMH AT 60 ROGERS TREE PROTECTIVE FENCING TREE PROTECTIVE FENCING EXISTING WOOD FENCE TO BE REPLACED WITH NEW 6FT WOOD FENCE OUTLINED AREAS: LRDA (SEE CIVIL C-3) EXISTING WOOD FENCE TO BE REPLACED EXISTING LINE,NO CHANGESHADED BORDERS: LRDA (SEE CIVIL C-3) OUTLINED AREAS: LRDA (SEE CIVIL C-3) OUTLINED AREAS: LRDA (SEE CIVIL C-3) S E R V IC E D R O P JP WITH TRANSFORMER #301 18" BLACK OAK 12" OAK #312 6" BLACK OAK #31110" BLACK OAK #310 10" COAST LIVE OAK #309 10" OLIVE #308 12" COAST LIVE OAK #307 12" BLUE OAK #306 18" BLACK OAK #305 26" COAST LIVE OAK #304 19,20" COAST LIVE OAK #318 14,18" COAST LIVE OAK #320 17" COAST LIVE OAK #314 36" BLUE OAK #313 5" TOYON #315 30" BLUE OAK #316 30" BLUE OAK #302 4,3" TOYON #317 4,4" PLUM #319 4,4" ELDERBERRY #303 5" BUCKEYE 12' INGRESS / EGRESS ESMT.PER E 361 O.R. 16560 ROGERS STREET 36 ROGERS STREET 80 CLELAND ROAD 47 RESERVO IR ROAD LEGEND EM EXISTING PROPERTY LINE EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING LANDSCAPE RETAINING WALLS EXISTING WOOD FENCE TREE PROTECTION FENCE ELECTRICAL METER EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED EXISTING ASPHALT PAVED PRIVATE ROAD LEAST RESTRICTIVE DEVELOPMENT AREA TREE N1 SCALE: 1/8" = 1'-0" EXISTING SITE PLAN OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-4 11/08/22 -4 ARCHITECTU RAL SITE PLAN 7.30.24REV. 9.25.24REV. 10.29.24REV. N09°09'35"E 129.90'S73° 55' 30"E 83.65'N11°34'58"E 125.57'S86° 21' 44"E 45.09'EXIST. 1-1/4" GASADJ. GARAGE ADJ. BLDG 15" OAK PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEREAR RESIDENCE ADJACENT RESIDENCE ADJACENT RESIDENCE FRONT RESIDENCE BLDG. RESIDENCE RESERVOIR ROAD(PRIVATE ACCESS ROAD)FS RISER 5' WATERLINE EASEMENT TO TON / NGUYEN PER INST:23351866 (PARCEL SIX) 5' GASLINE EASEMENT TO AGAHIAN PER INST: 25274348 (PARCEL THREE) 3' SANITARY SEWER EASEMENTTO AGAHIAN PERINST: 25274348 (PARCEL FOUR) s t e p s N11° 34' 58"E 59.68 S72° 59' 19"E 48.91S77° 03' 15"E 59.66N09° 09' 35"E 12.76 S63° 55' 23"E 34.20(NEW)10' PG&E EASEMENT (NEW) 5' WATER EASEMENT 80 CLELAND 510 508 500510520530498502504506508512514516518522524526528532534536538500502504506508BLDG. BLDG. (NEW)10' PG&E EASEMENTDOWNDOWN25'-0"SETBACK 15'-0"SETBACK15'-0"SETBACK12'-11/2"PROPOSED SETBACK12'-6"PROPOSED SETBACK19'-71/2" REDUCED SETBACK 5'-0"5'-0"5'-0"5'-0"5'-0"5'-0" 22'-41/4" REDUCED SETBACK 15'-9"EGRESS/INGRESSWIDTH SITE SECTION R A-2 SITE SECTION R A-2 BAY WINDOW BELOW GARAGE ROOF BELOWGARAGE FOOTPRINT BELOW CONCRETE SITE RETAINING WALL CONCRETE SITE RETAINING WALL SEE DETAIL SHEET A5 RETAINING WALL 2" FORCE MAIN SS TO SSMH AT 60 ROGERS BLDG ADDRESS 18" HIGH PLANTER STUCCO FINISH EX 6FT WOOD FENCE OUTLINED AREAS: LRDA (SEE CIVIL C-3) SOLDIER PILE & WOOD LAGGING RETAINING WALL, SEE DETAIL A5.0. NEW 6FT WOOD FENCE NEW 6FT WOOD FENCE EXISTING LINE,NO CHANGEWIDEN ROAD & NEW FIRE TRUCK TURN- AROUND WIDEN ROAD & NEW FIRE TRUCK TURN- AROUND RELOCATE NEIGHBOR'S BRICK COLUMNS RELOCATE PG&E POLE & LINES (BOTH O/H AND U/G) SHADED BORDERS: LRDA (SEE CIVIL C-3) OUTLINED AREAS: LRDA (SEE CIVIL C-3) OUTLINED AREAS: LRDA (SEE CIVIL C-3) 45 RESERVOIR ROAD R-1-20 (10,000sf) NEW RESIDENCE #301 18" BLACK OAK 12" OAK LOWER LEVEL GARAGE GARAGE ENTRY (LOWER LEVEL) MAIN ENTRY (LOWER LEVEL) 8.5X18 PARKING SPACE FF514.5 FF514.0 ACCESS STEPS LIGHTWELL (LOWER LEVEL) WALKWAY TIERED LANDSCSAPE LOGGIA (MAIN LEVEL) #312 6" BLACK OAK #31110" BLACK OAK #310 10" COAST LIVE OAK #309 10" OLIVE #308 12" COAST LIVE OAK #307 12" BLUE OAK #306 18" BLACK OAK #305 26" COAST LIVE OAK #304 19,20" COAST LIVE OAK #318 14,18" COAST LIVE OAK #320 17" COAST LIVE OAK YARD (LOWER LEVEL) YARD (MAIN LEVEL) R-1-20 SETBACK #314 36" BLUE OAK #313 5" TOYON #315 30" BLUE OAK #316 30" BLUE OAK #302 4,3" TOYON #317 4,4" PLUM #319 4,4" ELDERBERRY #303 5" BUCKEYE UPPER LEVEL NEW POLE/ TRANSFORMER12' INGRESS / EGRESS ESMT.PER E 361 O.R. 165FF 514.5 FF 514.0 FF 525.67 30'-0"SETBACK MAIN LEVEL YARD W/ RETAINING WALLS (SEE CIVIL FOR HEIGHTS), 60 ROGERS STREET 36 ROGERS STREET 80 CLELAND ROAD 47 RESERVO IR ROAD 45 RESERVOIR ROAD LEGEND WM CO EM SITE ADDRESS ADDRESS SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE & VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MIN. 4" HIGH WITH A MIN. STROKE WIDTH OF ½". WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD & THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. CBC R319.1. SEE FRONT ELEVATION ON A12. FOR LOCATION. TREE PROTECTION 1. SIX-FOOT HIGH CHAIN LINK FENCING MOUNTED ON TWO-INCH DIAMETER GALVANIZED IRON POSTS SHALL BE DRIVEN INTO THE GROUND AT LEAST TWO-FEET DEEP AT NO MORE THAN TEN-FOOT SPACING. WHEN STIPULATED, FOR EXISTING PAVING AREAS THAT WILL NOT BE DEMOLISHED, POSTS MAY BE SUPPORTED BY CONCRETE BASE. 2. POSTED EIGHT AND ONE-HALF-INCH BY ELEVEN-INCH SIGN ON EACH TREE FENCE STATING: “WARNING – TREE PROTECTION ZONE – THIS FENCE SHALL NOT BE REMOVED AND IS SUBJECT TO PENALTY ACCORDING TO TOWN CODE 29.10.1025” 3. TREE PROTECTION FENCING IS REQUIRED TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION. EXISTING PROPERTY LINE BUILDING SETBACK LINE (R-1-20) BUILDING SETBACK LINE (PROPOSED) MAIN LEVEL STRUCTURE FOOTPRINT LOWER LEVEL STRUCTURE FOOTPRINT OVERHEAD ROOF LINE LIGHT WELL, ACCESS STAIR, YARDS CONCRETE RETAINING WALL EXISTING/NEW WOOD FENCE TREE PROTECTION FENCE EXISTING TREE TO BE REMOVED ELECTRICAL LINE (OVERHEAD) ELECTRICAL LINE (UNDERGROUND) WATER METER SEWER CLEAN-OUT AREA DRAIN LOCATIONS TRAVEL DISTANCE FROM HYDRANT TO FARTHEST BLDG CORNER EXCEPTION AREA WITH RETAINING WALLS OVER 4FT HIGH EXCEPTION AREA WITH FILL OVER 3FT HIGH FLOOR AREA ENCROACHING INTO SETBACK LEAST RESTRICTIVE DEVELOPMENT AREA DS SITE AND ARCHITECTURAL DEVELOPMENT ON AN EXISTING VACANT R1-20 ZONED LOT (HILLSIDE OVERLAY). WORK TO INCLUDE: BUILDINGS: 1. CONSTRUCTION OF A NEW RESIDENCE WITH AN ATTACHED ACCESSORY DWELLING UNIT, AN ATTACHED GARAGE AND BELOW GRADE BASEMENT. 2. COVERED DECK AND BALCONY 3. EGRESS, VENTILATION WELLS AND ACCESS STAIRS. SITE IMPROVEMENTS (REFER TO CIVIL AND LANDSCAPE PLANS): 1. MODIFY EXISTING PRIVATE ROAD TO PROVIDE PARKING AND FIRE TRUCK TURNOUT. 2. DRIVEWAY ACCESS TO GARAGE 3. SITE RETAINING WALLS AND PAVED YARDS 4. LANDSCAPE AND IRRIGATION 5. UTILITIY TRENCHING AND CONNECTIONS. SCOPE OF WORK EM NSCALE: 1/8" = 1'-0" PROPOSED SITE PLAN OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-5 11/08/22 -5 PRELIMINARY LANDSCAPE PLAN 7.30.24REV. 9.25.24REV. 10.29.24REV. N09°09'35"E 129.90'S73° 55' 30"E 83.65'N11°34'58"E 125.57'S86° 21' 44"E 45.09'ADJ. GARAGE PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEREAR RESIDENCE ADJACENT RESIDENCE ADJACENT RESIDENCE FRONT RESIDENCE BLDG. RESIDENCE RESERVOIR ROAD(PRIVATE ACCESS ROAD)5' WATERLINE EASEMENT TO TON / NGUYEN PER INST:23351866 (PARCEL SIX) 5' GASLINE EASEMENT TO AGAHIAN PER INST: 25274348 (PARCEL THREE) 3' SANITARY SEWER EASEMENTTO AGAHIAN PERINST: 25274348 (PARCEL FOUR) s t e p s FL INV 6IN CLAY PIPE N11° 34' 58"E 59.68 S72° 59' 19"E 48.91S77° 03' 15"E 59.66N09° 09' 35"E 12.76 S63° 55' 23"E 34.20(NEW) 10' PG&E EASEMENT DOWNDOWNOAK GIA OAK OAK OAK GIA GIA GIA GIA GIA GIA GIA GIA 5'-0"5'-0"5'-0"5'-0"TREE PROTECTIVE FENCING TREE PROTECTIVE FENCING CONCRETE RETAINING WALL, DARK CONCRETE FINISH, SEE DETAIL BELOW CONCRETE RETAINING WALL, MATCHING STUCCO FINISH, SEE DETAIL BELOW CONCRETE RETAINING WALL, MATCHING STUCCO FINISH 6 FT HIGH WOOD FENCE & GATE WIDENED ROAD & NEW FIRE TRUCK TURN-AROUND (SEE CIVIL) NEW TREES, TYP. WITH MULCH GROUND COVERING EXISTING TREES TO REMAIN, TYP. REMOVE EXISTING TREE, TYP. PLANTING AREA NEW 6FT WOOD FENCE SOLDIER PILE AND WOOD LAGGING RETAINING WALL NEW 6FT WOOD FENCE NEW TREES, TYP. WITH MULCH GROUND COVERING NEW RESIDENCE #301 18" BLACK OAK 12" OAK GARAGE ENTRY (LOWER LEVEL) MAIN ENTRY (LOWER LEVEL) ACCESS STEPS LIGHTWELL (LOWER LEVEL) WALKWAY LOGGIA (MAIN LEVEL) #312 6" BLACK OAK #311 10" BLACK OAK #310 10" COAST LIVE OAK #309 10" OLIVE #308 12" COAST LIVE OAK #307 12" BLUE OAK #306 18" BLACK OAK #305 26" COAST LIVE OAK #304 19,20" COAST LIVE OAK #318 14,18" COAST LIVE OAK #320 17" COAST LIVE OAK YARD (LOWER LEVEL) YARD (MAIN LEVEL) #314 36" BLUE OAK #313 5" TOYON #315 30" BLUE OAK #316 30" BLUE OAK #302 4,3" TOYON #317 4,4" PLUM #319 4,4" ELDERBERRY #303 5" BUCKEYE 12' INGRESS / EGRESS ESMT.PER E 361 O.R. 16560 ROGERS STREET 36 ROGERS STREET 80 CLELAND ROAD 47 RESERVO IR ROAD 45 RESERVOIR ROAD DRIVEWAY: STONE PAVER O/ CONCRETE SLAB WALKWAY, YARD, SITE STAIR: STONE PAVER O/ CONCRETE SLAB ROAD: ASPHALT PAVING LANDSCAPE AREA W/ MULCH COVER CONCRETE RETAINING WALLS FINISH TO BE SANDBLASTED WITH STAINED CONCRETE, OR SMOOTH STUCCO FINISH, BOTH TO HAVE LRV OF 30 OR LESS. EXISTING TREE (AND DRIB LINE) TO REMAIN EXISTING TREE TO BE REMOVED (4) OAK (19) BAY LAUREL, PODOCARPUS, OR PITTOSPORUM (WITHIN 30' FROM RESIDENCE) (9) 24 BOX THUJA GREEN GIANT LEGEND TREE 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 REMAIN REMOVE REMAIN REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMAIN REMOVE REMOVE REMOVE REMAIN* REMAIN* REMAIN* REMOVE REMAIN REMOVE REMAIN* TREE INVENTORY ID SPECIES CANOPY STATUS REPLACEMENT BLACK OAK TOYON BUCKEYE LIVE OAK LIVE OAK BLACK OAK BLUE OAK LIVE OAK OLIVE LIVE OAK BLACK OAK BLACK OAK TOYON BLUE OAK BLUE OAK BLUE OAK PLUM LIVE OAK ELDERBERRY LIVE OAK 35' 8' 10' 35' 35' 25' 20' 20' 20' 20' 10' 10' 10' 45' 45' 45' 15' 35' 15' 35' (2) 15 GAL. (4) 15 GAL. (4) 15 GAL. (3) 15 GAL. (3) 15 GAL. (3) 15 GAL. EXEMPT (2) 15 GAL. (2) 15 GAL. (2) 15 GAL. EXEMPT EXEMPT * INDICATES TREES LOCATED ON ADJACENT PROPERTIES. TOTAL REPLACEMENT TREES = (25) 24" BOX. (neighbor's property) 6SHEET OF 7 20053AS SHOWNTPTPXXTPAugust 25, 2021DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSRETAINING WALL APPLICATION NO. B21-1015SECTIONS, DETAILS, AND NOTESTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF BOUKNIGHT - 144 WOOD ROADPLAN FOR THE IMPROVEMENT OFCONTRACTOR 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.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 510-47-045HB JOB NO. 20053 7/11/2023N 1 SCALE: 1/8" = 1'-0" PRELIMINARY LANDSCAPE PLAN SCALE: 1:1.92 SITE RETAINING WALL DETAILSCALE: 1:1.92 SITE RETAINING WALL DETAIL 4" PERFORATED DRAIN PIPE STUCCO FINISH TO MATCH HOUSE OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-6 11/08/22 -6 LOWER LEVER FLOOR PLAN 7.30.24REV. 9.25.24REV. 10.29.24REV.PRIVATE ACCESS ROADR-1-20 SETBACK R-1-20 SETBACK R-1-20 SETBACKUPDW 5'-41/2"2'-6"4'-21/2"3'-41/2"10"15'-0"12'-0"TO BLDG.15'-0"12'-6"TO BLDG.19'-71/2"TO BLDG. 25'-0"8"4'-1"13'-21/2"13'-11/2"9'-31/2"17'-51/2"28'-9"11'-4"15'-1"39'-1"4'-2"14'-21/2"16'-7"12'-81/2" ELEVCOAT OFFICE FOYER SUITE 2 MAIN SUITE BA. clo. PWD GARAGE LAUNDRY MECH BATH LIGHTWELL COVERED ENTRY 11x20 space11x18 space STEPS UPBROOM3 A-10 1 A-9 4 A-10 2 2 A-9 D A-11 D A-11 C A-11 F A-11 F A-11 BASEMENT LINEGARAGE ENTRY (LOWER LEVEL) FF 514.0 MAIN ENTRY (LOWER LEVEL) FF 514.5 EGRESS WINDOW (LOWER LEVEL) EXIT (LOWER LEVEL)(TO MAIN LEVEL)R-1-20 SETBACKR-1-20 SETBACKA A-11 B A-11 E A-11 E A-11 LEGEND EXISTING PROPERTY LINE BUILDING SETBACK LINE REDUCED BUILDING SETBACK LINE FLOOR AREA (RESIDENCE) FLOOR AREA (ADU) BELOW GRADE BASEMENT AREA GARAGE AREA (NOT COUNTED AS BELOW GRADE BASEMENT) FLOOR AREA ENCROACHING INTO SETBACK OUTLINE OF FLOOR FOOTPRINT ABOVE RETAINING WALLS PAVED PATIOS, YARDS EXTERIOR LIGHT FIXTURE NSCALE: 1/4" = 1'-0" LOWER LEVEL FLOOR PLAN OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-7 11/08/22 -7 MAIN LEVEL FLOOR PLAN 7.30.24REV. 9.25.24REV. 10.29.24REV. R-1-20 SETBACK R-1-20 SETBACK SETBACK LINEDOWNDOWNDOWNFW DW RG15'-0"12'-101/4"TO BLDG.2'-13/4"5'-41/2"15'-0"12'-6"TO BLDG.19'-71/2"TO BLDG. 25'-0"2'-6"13'-23/4"13'-1"9'-33/4"17'-51/2"19'-1"17'-0"17'-0"2'-10" 32'-9"9'-9" 2'-10"14'-21/2"29'-31/2" D A-11 D A-11 C A-11 F A-11 F A-11 KITCHEN FAMILY RM ELEV ADU DINING RM PWD. ADU BATH 5x7 ISLAND LOGGIA (COVERED) open to below LIVING RM CLO. REAR YARD (MAIN FLOOR) SIDE STEPS OVERLOOK LIGHT-WELL BELOW ELEC. ELEC. SIDE YARD (LOWER FLOOR) TIERED LANDSCAPING WALKWAY WALKWAY R-1-20 SETBACKEGRESS DOOR (MAIN LEVEL) EGRESS DOOR (ADU)R-1-20 SETBACKA A-11 B A-11 E A-11 E A-11 (A T T A C H E D A D U )LEGEND EXISTING PROPERTY LINE BUILDING SETBACK LINE REDUCED BUILDING SETBACK LINE FLOOR AREA (RESIDENCE) FLOOR AREA (ADU) BELOW GRADE BASEMENT AREA GARAGE AREA (NOT COUNTED AS BELOW GRADE BASEMENT) FLOOR AREA ENCROACHING INTO SETBACK OUTLINE OF FLOOR FOOTPRINT ABOVE RETAINING WALLS PAVED PATIOS, YARDS EXTERIOR LIGHT FIXTURE NSCALE: 1/4" = 1'-0" MAIN LEVEL FLOOR PLAN OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-8 11/08/22 -8 ROOF PLAN 7.30.24REV. 9.25.24REV. 10.29.24REV. D A-11 D A-11 F A-11 F A-11 ROOF OVER GARAGE BELOW ROOF OVER WINDOW BAY BELOW 4:12 4:12 4:12 4:12 LOW SLOPE (FLAT) MEMBRANEDROOF LOW SLOPE (FLAT) MEMBRANEDROOF CONCRETE TILE ROOF, TYP. CONCRETE TILE ROOF, TYP. CONCRETE TILE ROOF, TYP ALL ROOFING ASSEMBLIES ARE CLASS 'A' AND RATED FOR HILLSIDE APPLICATION (WUI APPROVED) E A-11 E A-11 4:12 4:12 4:12 4:12 4:12 4:12 skylight (low profile) skylight (low profile) skylight (low profile) C A-11 A A-11 B A-11 C A-11 A A-11 B A-11 NSCALE: 1/4" = 1'-0" ROOF PLAN OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-9 11/08/22 -9 ELEVATIONS 7.30.24REV. 9.25.24REV. 10.29.24REV. OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-10 11/08/22 -10 ELEVATIONS 7.30.24REV. 9.25.24REV. 10.29.24REV.10'-1"ALUM. CLAD PATIO DOOR SMOOTH STUCCO SIDING WITH INTEGRAL COLOR (TWO-TONE PALETTE) ALUM. CLAD PATIO DOOR CONCRETE TILE ROOF PAINTED GALVANIZED HALF ROUND STYLE GUTTER SOFFIT AND EAVE TRIM LIGHT FIXTURE TEMPERED SKYLIGHT (W/ FLAT PROFILE) MAIN FL. F.F. 525.67 RIDGE 539.75' MAIN FL. PLATE 535.75' NATURAL GRADE MAIN FL. F.F. 525.67 RIDGE 539.75' MAIN FL. PLATE 535.75' 25' HT. LIMIT AT ELEV. CUT PLANE UPDATED 3.1411'-2"10'-1"26'-3"OVERALL BLDG. HT.TEMPERED SKYLIGHT (W/ FLAT PROFILE) SMOOTH STUCCO SIDING WITH INTEGRAL COLOR (TWO-TONE PALETTE) ALUM CLAD, WOOD WINDOW W/ CAST STONE SILL CONCRETE TILE ROOF PAINTED GALVANIZED HALF ROUND STYLE GUTTER SOFFIT AND EAVE TRIM ALUM CLAD, WOOD WINDOW W/ CAST STONE SILL SMOOTH STUCCO SIDING WITH INTEGRAL COLOR (TWO-TONE PALETTE) CANTILEVER BAY WINDOW EGRESS LIGHT WELL LOWER FL. F.F. 514.5' MAIN FL. F.F. 525.67 RIDGE 539.75' MAIN FL. PLATE 535.75' N A T U R A L G R A D E P R O P O S E D G R A D E LOWER FL. F.F. 514.5' MAIN FL. F.F. 525.67 RIDGE 539.75' MAIN FL. PLATE 535.75' 2 5 ' H T . L I M I T A T E L E V . C U T P L A N EFront Elevation Material Area Specification LRV LRV x Area Stucco-Lighter 206 BM-Huntington Biege HC-21 40 8240 Stucco-Darker 419 BM-Free Spirit 245 24.4 10223.6 Gutters 35 BM-Kendall Charcoal 15 525 Cast Stone 26 Siena Stone-Oatmeal 50 1300 D/W Frames 196 Fleetwood-Black Anodized 3.3 646.8 Total = 882 Total = 20935.4 LRV = 23.73628 Left Elevation Stucco-Lighter 225 BM-Huntington Biege HC-21 40 9000 Stucco-Darker 426 BM-Free Spirit 245 24.4 10394.4 Gutters 25 BM-Kendall Charcoal 15 375 Cast Stone 18 Siena Stone-Oatmeal 50 900 D/W Frames 70 Fleetwood-Black Anodized 3.3 231 Total = 764 Total = 20900.4 LRV = 27.35654 Rear Elevation Stucco-Lighter 293 BM-Huntington Biege HC-21 40 11720 Stucco-Darker 117 BM-Free Spirit 245 24.4 2854.8 Gutters 23 BM-Kendall Charcoal 15 345 Cast Stone Siena Stone-Oatmeal 50 0 D/W Frames 38 Fleetwood-Black Anodized 3.3 125.4 Total = 433 Total = 14919.8 LRV = 34.45681 Right Elevation Stucco-Lighter 225 BM-Huntington Biege HC-21 40 9000 Stucco-Darker 312 BM-Free Spirit 245 24.4 7612.8 Gutters 21 BM-Kendall Charcoal 15 315 Cast Stone 0 Siena Stone-Oatmeal 50 0 D/W Frames 48 Fleetwood-Black Anodized 3.3 158.4 Total = 558 Total = 16927.8 LRV = 30.33656 Total Average LRV Front Elevation 23.7 Left Elevation 27.4 Rear Elevation 34.5 Right Elevation 30.3 116 Average LRV = 29 SCALE: 1/4" = 1'-0" SOUTH (REAR) ELEVATION SCALE: 1/4" = 1'-0" WEST (RIGHT) ELEVATION SCALE: 1:0.67 AVERAGE LRV CALCULATIONS OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-11 11/08/22 -11 SECTIONS 7.30.24REV. 9.25.24REV. 10.29.24REV.10'-1"1'-1"10'-1"10'-1"10'-1"9'-6"26'-3"OVERALL BLDG HT.LOWER FL. F.F. 514.5' MAIN FL.525.67' RIDGE MAIN FL. PLATE ATTIC NATURAL GRADE MAIN LEVEL RESIDENCE LOWER LEVEL RESIDENCE LOGGIA LOWER FL. F.F. 514.5' MAIN FL.525.67' RIDGE MAIN FL. PLATE 25' HT. LIMIT AT ELEV. CUT PLANE 10'-1"1'-1"10'-1"10'-1"10'-1"25'-83/4"OVERALL BLDG. HT.LOWER FL.F.F. 514.5' MAIN FL. 525.67' RIDGE MAIN FL. PLATE NATURAL GRADE ATTIC MAIN LEVELRESIDENCE LOWER LEVELRESIDENCE LOWER FL.F.F. 514.5' MAIN FL. 525.67' RIDGE MAIN FL. PLATE 25' HT. LIMIT AT ELEV. CUT PLANE this doest measure to highest ridge 10'-1"1'-1"10'-1"10'-7"10'-1"26'-3"OVERALL BLDG. HT.RIDGExxx LOWER FL. F.F. 514.5' MAIN FL.525.67' MAIN FL. PLATE NATURAL GRADE RIDGE LOWER FL. F.F. 514.5' MAIN FL. 525.67' MAIN FL. PLATE ADU GARAGE ATTIC ROAD YARD 25' HT. LIMIT ATELEV. CUT PLANEfence10'-2"10'-1"10'-1"9'-71/2"10'-7"LOWER FL.F.F. 514.5' MAIN FL. 525.67' RIDGExxx MAIN FL. PLATE NATURAL GRADE LOWER FL.F.F. 514.5' MAIN FL. 525.67' RIDGExxx MAIN FL. PLATE LOGGIA EGRESS WELL EGRESS STAIR GARAGE MAIN LEVEL RESIDENCE LOWER LEVELRESIDENCE ENTRYPORCH 25' HT. LIMIT AT ELEV. CUT PLANE updated 3.14 NAT URAL GRAD E LOWER FL. F.F. 514.5' MAIN FL.525.67' RIDGExxx MAIN FL. PLATE xxx LOWER FL. F.F. 514.5' MAIN FL.525.67' RIDGExxx MAIN FL. PLATE GARAGE MAIN LEVELRESIDENCE EGRESS WELL EGRESS STAIR ADU LOWER LEVELRESIDENCE 25' HT. LIMIT AT ELEV. CUT PLANEupdated 3.14 10'-1"10'-1"LOWER FL. F.F. 514.5' MAIN FL.525.67' RIDGExxx MAIN FL. PLATE NATURAL GRADE LOWER FL. F.F. 514.5' MAIN FL.525.67' RIDGExxx MAIN FL. PLATE GARAGE MAIN LEVEL RESIDENCE PATH EGRESSSTAIR ADU LOWER LEVEL RESIDENCE ATTIC ATTIC 25' HT. LIMIT ATELEV. CUT PLANEupdated 3.14 SCALE: 1/8" = 1'-0" SECTION A SCALE: 1/8" = 1'-0" SECTION B SCALE: 1/8" = 1'-0" SECTION C SCALE: 1/8" = 1'-0" SECTION D SCALE: 1/8" = 1'-0" SECTION E SCALE: 1/8" = 1'-0" SECTION F OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-12 11/08/22 -12 VISIBILITY STUDY 7.30.24REV. 9.25.24REV. 10.29.24REV. VERIFIED, NO VIEW TO PROJECT SITE, STRUCTURE NOT VISIBLE TOO FAR, NO VIEW TO PROJECT SITE VIEW TO PROJECT SITE, SEE ANALYSIS BELOW OBSERVATION LOCATIONS BLOSSOM HILL/LG BLVD MAIN & BAYVIEW SELINDA WAY & LG ALMADEN ROAD HWY 17 & HWY 9 VERIFIED, NO VIEW TO PROJECT SITE, STRUCTURE NOT VISIBLE METHOD 1. USING PRELIMINARY PARTIAL STORY POLES* AND ORANGE NETTING TO CALL OUT CRITICAL HEIGHTS AND BUILDING CORNERS. 2. PHOTOGRAPHS OF THE STORY POLES WERE TAKEN USING 50MM AND 300MM LENSES. 3. SEE PHOTOS FOR RESULTS AND ANALYSIS. * CERTIFIED, COMPLETE STORY POLES COMPLIANT TO TOWN'S STANDARDS WILL BE INSTALLED AT LATER DATE. REQUIREMENT CONDUCT A VISIBILITY ANALYSIS AS REQUIRED BY THE HILLSIDE DEVELOPMENT STANDARDS AND GUIDELINES FOR PROJECTS WITH THE POTENTIAL FOR BEING VISIBLE FROM ANY ESTABLISHED VIEWING AREA. ANALYSIS RESULTS 3 OUT OF 4 ELEVATIONS OF THE PROPOSED HOME ARE NOT VISIBLE TO THE VIEWING PLATFORM. PART OF THE FRONT ELEVATION IS SHOWN TO BE PARTIALLY VISIBLE TO THE VIEWING PLATFORM. THE RATIO BETWEEN VISIBLE PART VS. NON-VISIBLE PART IS 22 : 78. ADU PORTION OF THE RESIDENCE IS EXCLUDED FROM THE VISIBILITY CALCULATION. PLANNING CONSIDERATIONS TO MINIMIZE VISIBILITY OF PROPOSED HOME 1. MINIMIZE BUILDING WIDTH ON VISIBLE SIDE OF THE LOT. 2.EMPLOY TIERED BUILDING CONFIGURATION, FOLLOWING THE HILLSIDE NATURAL CONTOUR. 3. USE OF AN AVERAGE LRV BELOW 30 FOR EXTERIOR FINISHES INCLUDING: ROOF COVERING, WALL SIDING AND EXTERIOR TRIM. 4. SITE PLANNING TO PRESERVE EXISTING MATURE TREES, WHICH PROVIDE SUBSTANTIAL SCREENING OF HOME. PROJECT SITE HWY 17/HWY 9PLATFORM MAIN/BAYVIEW PLATFORM BLOSSOM HILL / LGBLVD PLATFORM NO VIEWN O V IE W VIEW45 RESERVOIR DR. (PROJECT SITE) 60 ROGERS ST.36 ROGERS ST. 80 CLELAND AVE. N PHOTO TAKEN WITH 300MM LENS PHOTO TAKEN WITH 50MM LENS MAP REPRESENT THE VISIBILITY OF THE PROPOSED RESIDENCE FROM THE NAKED EYE REPRESENT AN UP-CLOSE PERSPECTIVE TO IDENTIFY VISIBLE STORY POLES, NETTING, TREES AND/OR SHRUBBERY. SHOWING PROJECT SITE IN RELATIONSHIP TO VIEWING PLATFORMS OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-13 11/08/22 -13 VISIBILITY STUDY 7.30.24REV. 9.25.24REV. 10.29.24REV. 234 sq ft FOREGROUND TREE COVERAGE STORY POLE TO REFLECT CORNER BUILDING OUTLINE AREA WITH NO TREE COVERAGE CURRENT COVERAGE BY TREE PROPOSED TO BE REMOVED. AREA NOT INCLUDED IN SCREENING CALCULATION. LOOKING AT PART OF LOGGIA ADU (NOT COUNTED) 60 ROGERS (UP HILL) 80 CLELAND (DOWNHILL) TREE #318 (FOREGROUND TREES OFF SITE)(FOREGROUND TREES OFF SITE) TREE #301 ANALYSIS RESULT: RED SHADED AREA INDICATED VISIBLE AREA. ORANGE AREA INDICATES AREA NOW VISIBLE DUE TO TREE REMOVAL. (ADU EXCLUDED FROM CALCULATIONS) THE TOTAL VISIBLE PART EQUALS TO 22% OF THE ELEVATION. NO OTHER SIDE OF THE HOUSE IS VISIBLE. (ADU) 15" OAK 24" OAK OAK GIA OAK OAK OAK GIA GIA GIA GIA GIA GIA GIA GIA CLELAND AVEVIEWING ANGLE FROMHWY17/HWY9 PLATFORM TREE GROVE DOWNHILL OF CLELAND AVE. #30118" BLACK OAK 12" OAK #312 6" BLACK OAK #31110" BLACK OAK #31010" COASTLIVE OAK #309 10" OLIVE #30812" COASTLIVE OAK #30712" BLUE OAK #30618" BLACK OAK #305 26"COAST LIVE OAK #30419,20"COAST LIVE OAK #31814,18" COASTLIVE OAK #32017" COAST LIVE OAK #31436" BLUE OAK #313 5" TOYON #31530" BLUE OAK #31630" BLUE OAK #3024,3" TOYON #3174,4" PLUM #3194,4" ELDERBERRY #3035" BUCKEYE NTREE COVERAGE AND BUILDING VISIBILITY ANALYSIS SCALE: 1" = 20' SITE PLAN OF REVISIONS DATE: SCALE:51 UNIVERSITY AVE. "L" • LOS GATOS, CA. • 95030 • (408) 395-2555S H E E TARCHITECTURE AND SITE APPLICATION FORTHE AGAHIAN RESIDENCE45 RESERVOIR ROAD LOS GATOS, CA 95030AS SHOWN A-14 11/08/22 -14 SHADOW STUDIES 7.30.24REV. 9.25.24REV. 10.29.24REV. Dec 21, 9am Dec 21, 12pm Dec 21, 3pm June 21, 9am June 21, 12pm June 21, 3pm SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"SCALE: 1" = 20'-0" SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"SCALE: 1" = 20'-0" BLDG.REV.: DEC. 2015 VICINITY MAP PLAN FOR THE IMPROVEMENT OFLANDS OF AGAHIAN - 45 RESERVOIR DRIVEPARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSCOVER SHEETARCHITECTURAL & SITE APPLICATION NO. S-22-048REVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE:SEPTEMBER 4, 2024AMXXAMTMAS SHOWN23067TOWN OF LOS GATOS STANDARD PUBLIC IMPROVEMENT NOTES 1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE FOLLOWING: a. TOWN OF LOS GATOS ENGINEERING DESIGN STANDARDS AND SPECIFICATIONS (UNLESS SPECIFICALLY STATED OTHERWISE ON THE PLANS). b. ALL TOWN OF LOS GATOS CONDITIONS OF APPROVAL RELATED TO THE PROJECT. c. THESE PLANS AND DETAILS. d. RECOMMENDATIONS OF THE PROJECT SOILS INVESTIGATION SOILS ENGINEER ___________________________________________________ REFERENCE REPORT NO. _______________, DATED ____________ LETTER NO. __________, DATED ____________, SHALL BE THOROUGHLY COMPLIED WITH. BOTH THE MENTIONED REPORT AND ALL UPDATES/ADDENDUMS/LETTERS ARE HEREBY APPENDED AND MADE A PART OF THESE PLANS. 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 (408) 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. 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. 7. ALL WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNE PARTICULATES. 8. 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. 9. THE GENERAL CONTRACTOR SHALL PROVIDE QUALIFIED SUPERVISION ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 10. CONTRACTOR SHALL EXERCISE ALL NECESSARY CAUTION TO AVOID DAMAGE TO ANY EXISTING TREES, SURFACE IMPROVEMENTS, DRAINAGE, WATER, SEWER, ELECTRICAL OR TELECOMMUNICATION FACILITIES WHETHER ABOVE GROUND OR UNDERGROUND. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR ANY DAMAGE THERETO. 11. HORIZONTAL AND VERTICAL CONTROLS SHALL BE SET AND CERTIFIED BY A LICENSED SURVEYOR OR REGISTERED CIVIL ENGINEER QUALIFIED TO PRACTICE LAND SURVEYING. 12. DURING CONSTRUCTION, ALL APPLICABLE WORK (SUBGRADE, PAVING, ETC.) SHALL BE INSPECTED BY THE APPLICANT'S SOILS ENGINEER. THE ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING SUCH WORK. THE ENGINEER SHALL BE ON-SITE TO VERIFY CONDITIONS AS REQUIRED IN HIS REPORT. SHOULD ANY CHANGES TO THE REPORT RECOMMENDATIONS BE NECESSARY, TOWN APPROVAL SHALL BE OBTAINED PRIOR TO ANY ASSOCIATED WORK. 13. THE RESULTS OF THE CONSTRUCTION OBSERVATION AND TESTING SHALL 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. 14. 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 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. 15. 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. 16. OWNER/APPLICANT: ____________________________ PHONE:_____________ 17. GENERAL CONTRACTOR: _________________________ PHONE:_____________ 18. 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 FOR COORDINATING INSPECTION PERFORMED BY OTHER GOVERNMENTAL AGENCIES. 19. 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. SHEET INDEX 1.TOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONS 2.BLUEPRINT FOR A CLEAN BAY SHEET 3.EXISTING TOPOGRAPHY AND DEMOLITION PLAN 4.GRADING & DRAINAGE PLAN 5-6. UTILITY PLAN 7. CROSS SECTIONS & DETAILS 8. EROSION CONTROL PLAN PLAN FOR THE IMPROVEMENT OF TOWN OF LOS GATOS GRADING & DRAINAGE PLANS ARCHITECTURAL & SITE APPLICATION NO. S-22-048 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. TOTAL SITE AREA: 9,973 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 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 ABBREVIATIONS 8SHEET OF 1CONTRACTOR 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.APN 529-33-054CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 EMAIL: ENGINEERING @ HANNABRUNETTI.COMSITE ELEMENT CUT FILL RESIDENCE GRADING QUANTITIES 882± C.Y.0± C.Y. DRIVEWAY 15± C.Y.283± C.Y. YARD 510± C.Y.65± C.Y. TOTAL 1,407± C.Y.348± C.Y. HEIGHT 18.8'±/0'± 1.0'±/15.5'± 8.2'±/6'± Rogers Street Cheland AvenueState High way 17 Los Gatos Blvd Colleg e Ave Reservoir Road Pagent Way Jackson Street JOB NO. 23067 C2EARTH, INC. 22118C-01R1 01-20-23 FARNAZ AGAHIAN 408-234-5780 REV.: SEPT. 2016 8SHEET OF 2 PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSREVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE:SEPTEMBER 4, 2024AMXXAMTMNONECONTRACTOR 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.23067GRADING & DRAINAGE PLANSLANDS OF AGAHIAN - 45 RESERVOIR DRIVEBLUEPRINT FOR A CLEAN BAYARCHITECTURAL & SITE APPLICATION NO. S-22-048CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 529-33-054JOB NO. 23067 3SHEET OF 8 230671"=20'TMAMXXAMSEPTEMBER 4, 2024DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL & SITE APPLICATION NO. S-22-048APN 529-33-054TOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF AGAHIAN - 45 RESERVOIR DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR 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.REV.: DEC. 2015 EXISTING TOPOGRAPHIC SURVEY AND DEMOLITION PLANCIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 EMAIL: ENGINEERING @ HANNABRUNETTI.COMNOT FOR CONSTRUCTION PRELIMINARY PLANS JOB NO. 23067 4SHEET OF 8 230671"=5'TMAMXXAMSEPTEMBER 4, 2024DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL & SITE APPLICATION NO. S-22-048GRADING & DRAINAGE PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF AGAHIAN - 45 RESERVOIR DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR 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.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 529-33-054NOT FOR CONSTRUCTION PRELIMINARY PLANS JOB NO. 23067 5SHEET OF 8 230671"=5'TMAMXXAMSEPTEMBER 4, 2024DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL & SITE APPLICATION NO. S-22-048UTILITY PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF AGAHIAN - 45 RESERVOIR DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR 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.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 529-33-054NOT FOR CONSTRUCTION PRELIMINARY PLANS SEE SHEET 5MATCH LINESEE 6.2 - SHEET 6MATCH LINEJOB NO. 23067SEE 6.1 - SHEET 6MATCH LINE BLDG. BLDG.WM6SHEET OF 8 23067AS SHOWNTMAMXXAMSEPTEMBER 4, 2024DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL & SITE APPLICATION NO. S-22-048UTILITY PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF AGAHIAN - 45 RESERVOIR DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR 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.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 529-33-054NOT FOR CONSTRUCTION PRELIMINARY PLANSMATCH LINESEE SHEET 5JOB NO. 23067 6.1 PROPOSED WATER LATERAL 6.2 PROPOSED SANITARY SEWER LATERAL MATCH LINESEE SHEET 5 BLDG. 7SHEET OF 8 230671"=5'TMAMXXAMSEPTEMBER 4, 2024DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL & SITE APPLICATION NO. S-22-048CROSS SECTIONS & DETAILSTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF AGAHIAN - 45 RESERVOIR DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR 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.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 529-33-054NOT FOR CONSTRUCTION PRELIMINARY PLANSSEE SHEET 5MATCH LINEJOB NO. 23067 Fire Turnaround Diagram scale: 1"=10' BLDG. BLDG. BLDG. BLDG.WM8SHEET OF 8 23067AS SHOWNTMAMXXAMSEPTEMBER 4, 2024DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL & SITE APPLICATION NO. S-22-048EROSION CONTROL PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF AGAHIAN - 45 RESERVOIR DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR 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.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 529-33-054JOB NO. 23067