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Staff Report with Exhibits.202 University Avenue PREPARED BY: SEAN MULLIN, AICP Senior Planner Reviewed by: Planning Manager and Community Development Director 110 E. Main Street Los Gatos, CA 95030 ● (408) 354-6872 www.losgatosca.gov TOWN OF LOS GATOS PLANNING COMMISSION REPORT MEETING DATE: 01/26/2022 ITEM NO: 2 DATE: January 21, 2022 TO: Planning Commission FROM: Joel Paulson, Community Development Director SUBJECT: Requesting Approval for Construction of a Second-Story Addition to a Contributing Single-Family Residence to Exceed Floor Area Ratio Standards and Construction of an Accessory Structure with Reduced Side and Rear Setbacks in the University-Edelen Historic District on Property Zoned R-1D:LHP. Located at 202 University Avenue. APN 529-04-001. Architecture and Site Application S-21-019. Property Owner: Tyler and Kristine Shewey. Applicant: Jay Plett, Architect. RECOMMENDATION: Consider a request for approval for construction of a second-story addition to a contributing single-family residence to exceed floor area ratio (FAR) standards and construction of an accessory structure with reduced side and rear setbacks in the University -Edelen Historic District on property zoned R-1D:LHP located at 202 University Avenue. PROJECT DATA: General Plan Designation: Medium Density Residential Zoning Designation: R-1D:LHP – Single-family residential downtown (5,000 square- foot minimum) with a Landmark and Historic Preservation overlay Applicable Plans & Standards: General Plan Parcel Size: 6,380 square feet Surrounding Area: Existing Land Use General Plan Zoning North Residential Medium Density Residential R-1D South Residential Office Professional O:LHP East Residential Medium Density Residential R-1D West Residential Medium Density Residential R-1D PAGE 2 OF 10 SUBJECT: 202 University Avenue/S-21-019 DATE: January 21, 2022 CEQA: The project is Categorically Exempt pursuant to the adopted Guidelines for the Implementation of the California Environmental Quality Act, Sections 15301: Existing facilities and 15303: New Construction. FINDINGS: ▪ The project is Categorically Exempt pursuant to the adopted Guidelines for the Implementation of the California Environmental Quality Act, Sections 15301: Existing Facilities and 15303: New Construction. ▪ The project meets the objective standards of Chapter 29 of the Town Code (Zoning Regulations) with the exception of the requests to exceed FAR standards and for an accessory structure with reduced side and rear yard setbacks. ▪ As required by Section 29.40.075(c) of the Town Code for granting approval of an exception to the FAR standards. ▪ As required by Section 29.40.015(B)(1) of the Town Code for an accessory structure with reduced side and rear setbacks. ▪ As required by the Residential Design Guidelines that the project complies with the Residential Design Guidelines. 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 on the northeast corner of University and Miles Avenues in the University-Edelen Historic District (Exhibit 1). The subject property is approximately 6,380 square feet, where 5,000 square feet is required for a parcel in the R-1D zone. The site is developed with a 1,167.5 square-foot Italianate Victorian single-story residence. The existing residence is approximately 22 feet tall with the main floor located above a cr awl space that projects above grade. The applicant proposes construction of additions to the ground floor and a new second-story addition to the residence that will exceed FAR standards (Exhibit 10). The project also includes new below-grade square footage, a new detached garage with reduced side and rear setbacks, and various site and landscape improvements. PAGE 3 OF 10 SUBJECT: 202 University Avenue/S-21-019 DATE: January 21, 2022 BACKGROUND (continued): On April 28, 2021, the Historic Preservation Committee (HPC) conducted a preliminary review of the project and expressed concerns about the scale of the addition, and recommended that the applicant consider (Exhibit 4): • Reducing the massing, stepping back the second-story addition, and lowering the roof height while ensuring consistency with the architecture; • Exploring a site plan that is less crowded; and • Incorporating landscaping to soften the site. An Architecture and Site application for the proposed project was submitted to the Town on June 30, 2021. The revised Development Plans showed that the applicant responded to the April 28, 2021, recommendations of the HPC by: • Lowering the roof height to reduce the maximum height of the residence by one foot, six inches, to 28 feet, six inches; • Providing examples showing how the proposed project is consistent with the Italianate architectural style; and • Eliminating the previously proposed attached carport on the south elevation of the proposed detached garage. On July 28, 2021, the HPC reviewed the proposed project and forwarded a recommendation of approval of the proposed design (Exhibit 5). This Architecture and Site application is being referred to the Planning Commission because the applicant is proposing to exceed the maximum allowable FAR. The residence would have the third largest floor area in terms of FAR and square footage in the immediate neighborhood based on Town and County records. PROJECT DESCRIPTION: A. Location and Surrounding Neighborhood The subject property is approximately 6,380 square feet, located on the northeast corner of University and Miles Avenues in the University-Edelen Historic District (Exhibit 1). The property is developed with an Italianate Victorian single-story residence constructed around 1898 and identified as a contributor to the University-Edelen Historic District. The subject site and surrounding properties are comprised of single-family homes. PAGE 4 OF 10 SUBJECT: 202 University Avenue/S-21-019 DATE: January 21, 2022 PROJECT DESCRIPTION (continued): B. Project Summary The applicant proposes construction of a 127-square-foot addition to the rear of the residence and a new 1,197-square foot second story addition (Exhibit 10). The proposed residence would exceed the allowable FAR by 329 square feet. The project also includes construction of a new 484-square foot detached garage with reduced side and rear setbacks. Lastly, the project includes 1,263 square feet of below-grade square footage that would not count towards the allowable floor area. C. Zoning Compliance The subject property is approximately 6,380 square feet, where 5,000 square feet is required for a parcel in the R-1D zone. A single-family residence is permitted in the R-1D zone. The proposed residence complies with the zoning regulations for height and setbacks. The project also includes construction of a new detached two-car garage with reduced side and rear yard setbacks, meeting the zoning regulations for parking. The applicant requests approval to exceed the allowable FAR for the residence and for reduced setbacks for the detached garage and has provided a Letter of Justification discussing these requests (Exhibit 6). DISCUSSION: A. Architecture and Site Analysis The applicant proposes demolition of the exterior walls at the rear elevation and portions of walls on the north side elevation (Exhibit 10). A four-foot addition to the first floor would be constructed at the rear of the residence, adding 127 square feet. A new covered deck is proposed off the north side elevation above a new lightwell. The existing roof would be removed to allow for the construction of a new 1,197.5-square-foot second-story addition to the existing one-story residence. The height of the proposed residence with the second- story addition would be 28 feet, six inches. The new second story would continue the architecture of the existing residence utilizing consistent forms, materials, and details. A new second-story balcony is proposed on the front elevation, which would create a covered porch at the front entry below. The existing crawl space would be improved to create 1,263 square feet of below-grade living space. A new egress light well is proposed on the south side of the residence in the required street-side setback providing secondary egress from the new below-grade living space. An additional light well and below-grade patio area is proposed on the north side of the residence and would be served by exterior stairs on the east side of the residence. PAGE 5 OF 10 SUBJECT: 202 University Avenue/S-21-019 DATE: January 21, 2022 DISCUSSION (continued): The applicant is requesting approval to exceed the FAR standards for the property by approximately 329 square feet. The Town Code allows for an FAR greater than what is allowed when determined to be consistent with the Residential Design Guidelines and compatible with the lot coverage, setbacks, and FAR of development on surrounding properties, as discussed in Section B below. The applicant proposes construction of a new 484-square-foot detached garage in the northeast corner of the property. The two-car garage would take access from Miles Avenue via an improved driveway (Exhibit 10). A portion of existing paved area between the residence and the proposed garage would be removed to provide yard space. The proposed garage would match the residence in form, materials, and details. The applicant is requesting reduced side and rear setbacks of three feet, where five feet is required. The Town Code allows for reduced side and rear setbacks for detached accessory structures to no less than three feet with approval of a discretionary application, as discussed in Section D below. The applicant provided a Letter of Justification discussing the project and the requested exceptions (Exhibit 6). A summary of the floor area for the existing and proposed residence is included in the table below. The neighborhood compatibility of the proposed floor area is discussed in Section B below. B. Neighborhood Compatibility Pursuant to Section 29.40.075 of the Town Code, the maximum FAR for the subject property is 0.34 (2,162.5 square feet). The proposed residence would have an FAR of 0.39 (2,492 square feet), exceeding the allowable FAR by 0.05 (329 square feet). The following table reflects the Floor Area Summary Allowed SF Existing SF Addition SF Proposed SF Main Residence First Floor Second Floor TOTAL 2,162.5 1,167.5 -- 1,167.5 127.0 1,197.5 1,324.5 1,294.5 1,197.5 2,492.0 Below-Grade Area* -- 0 1,263.0 1,263.0 Garage 484.0 0 0 484.0 * Pursuant to Sec. 29.10.020, floor area means the entire enclosed area of all floors that are more than four feet above the proposed grade, measured from the outer face of exterior walls or in the case of party walls from the centerline. PAGE 6 OF 10 SUBJECT: 202 University Avenue/S-21-019 DATE: January 21, 2022 DISCUSSION (continued): current conditions of the homes in the immediate area and the proposed project. Immediate Neighborhood Comparison Address Zoning House SF Garage SF Total SF Site SF Building FAR Garage FAR Exceed FAR? 129 Edelen Ave R-1D:LHP 3,091 520 3,091 10,560 0.24 0.049 NO 68 Miles Ave R-1D:LHP 1,768 412 1,768 4,081 0.33 0.101 NO 72 Miles Ave R-1D:LHP 2,054 0 2,054 3,481 0.59 0.000 YES +0.21 (+748 sf) 123 University Ave R-1D:LHP 2,153 0 2,153 5,567 0.39 0.000 YES +0.04 (+230 sf) 128 University O:LHP 1,678 360 1,678 6,472 0.20 0.056 NO 201 University Ave R-1D:LHP 2,177 420 2,177 5,015 0.35 0.084 YES +0.01 (+2 sf) 205 University Ave R-1D:LHP 2,032 284 2,032 5,581 0.31 0.051 NO 210 University Ave R-1D:LHP 2,172 216 2,172 5,946 0.33 0.036 NO 209 University Av R-1D:LHP 3,009 441 3,009 5,554 0.46 0.079 YES +0.12 (+649 sf) 215 University Ave R-1D:LHP 1,360 0 1,360 5,557 0.24 0.000 NO 216 University Ave R-1D:LHP 1,513 160 1,513 5,947 0.23 0.027 NO 217 University Ave R-1D:LHP 768 0 768 3,726 0.21 0.000 NO 202 University Ave (E) R-1D:LHP 1,168 0 1,168 6,380 0.18 0.000 NO 202 University Ave (P) R-1D:LHP 2,492 484 2,976 6,380 0.39 0.076 YES +0.05 (+329 sf) Based on Town and County records, the homes in the immediate neighborhood range in size from 768 square feet to 3,091 square feet and building FARs range from 0.20 to 0.59. The applicant is proposing a 2,492-square foot residence (not including the proposed below-grade square footage) and a 484-square foot detached garage on a 6,380-square foot parcel. The proposed residence would be the third largest in terms of FAR and square footage in the immediate neighborhood. As shown in the table below, there are four homes in the immediate neighborhood that currently exceed their maximum allowable FAR. The proposed residence would rank in the middle of the homes in the immediate neighborhood that exceed FAR standards. Residences in Immediate Neighborhood Exceeding FAR – Ranked by FAR Exceedance Address Zoning House SF Site SF Allowed FAR Building FAR Exceed FAR? 72 Miles Ave R-1D:LHP 2,054 3,481 0.38 0.59 +0.21 (+748 sf) 209 University Ave R-1D:LHP 3,009 5,554 0.35 0.46 +0.12 (+329 sf) 202 University Ave (p) R-1D:LHP 2,976 6,380 0.34 0.39 +0.05 (+329 sf) 123 University Ave R-1D:LHP 2,153 5,567 0.35 0.39 +0.04 (+230 sf) 201 University Ave R-1D:LHP 2,177 5,015 0.35 0.35 +0.01 (+2 sf) PAGE 7 OF 10 SUBJECT: 202 University Avenue/S-21-019 DATE: January 21, 2022 DISCUSSION (continued): Section 29.40.075(c) of the Town Code states that the deciding body may allow a FAR in excess of the maximum allowed FAR if the following findings can be made: 1. The design theme, sense of scale, exterior materials, and details of the proposed project are consistent with the provisions of the adopted residential development standards; and 2. The lot coverage, setbacks, and FAR of the proposed project is compatible with the development on surrounding lots. Exhibit 6 contains the applicant’s Letter of Justification addressing the findings required to grant an exception to the maximum allowable FAR. In addition, the applicant states that the proposed residence has been designed and sized to be compatible with other original homes and recent additions in the neighborhood. Additional neighborhood context is included on Sheet NP-1 of the Development Plans (Exhibit 10). C. Building Design The applicant proposes construction of additions to the existing 1898 Italianate Victorian residence. The proposed additions would continue the architecture of the existing residence utilizing consistent forms, materials, and details, including horizontal wood siding, wood corbels, ogee gutters, and a composition roof (Exhibit 10, Sheet A-2). On April 28, 2021, the HPC conducted a preliminary review of the project and expressed concerns about the scale of the addition, and recommended that the applicant consider (Exhibit 4): • Reducing the massing, stepping back the second-story addition, and lowering the roof height while ensuring consistency with the architecture; • Exploring a site plan that is less crowded; and • Incorporating landscaping to soften the site. The applicant revised the project and submitted and Architecture and Site application to the Town on June 30, 2021. In response the recommendation s of the HPC, the applicant: • Lowered the roof height to reduce the maximum height of the residence by one foot, six inches, to 28 feet, six inches; • Provided examples showing how the proposed project is consistent with the Italianate architectural style; and • Eliminated the previously proposed attached carport on the south elevation of the proposed detached garage. PAGE 8 OF 10 SUBJECT: 202 University Avenue/S-21-019 DATE: January 21, 2022 DISCUSSION (continued): On July 28, 2021, the HPC reviewed the proposed project and forwarded a recommendation of approval of the proposed design (Exhibit 5). D. Setbacks Pursuant to Town Code, required side and rear yard setbacks for accessory structures may be reduced to no less than three feet from a property line when the deciding body finds that the proposed setbacks are compatible with the neighborhood and consistent with the Residential Design Guidelines. The detached garage proposed in the northeast corner of the property would have side and rear setbacks of three feet and would match the architecture of the residence utilizing consistent forms, materials, and details (Exhibit 10, Sheet A-1). The applicant has provided a Neighborhood Plan showing how the reduced setbacks for the proposed detached garage are compatible with other properties in the immediate neighborhood (Attachment 10, Sheets NP-1 and NP-2). A summary of the accessory structure setbacks in the immediate neighborhood based on a review of Town Building Permit records is included in the table below. Neighborhood Accessory Structure Setbacks Address Side Setback (ft) Rear Setback (ft) 123 University Avenue 0 1 128 University Avenue 0 0 201 University Avenue 3 3 202 University Avenue 3 3 205 University Avenue 1 6 209 University Avenue 5 6 210 University Avenue 2 3 68 Miles Avenue 3 3 129 Edelen Avenue 0 0 E. Trees The Town Arborist reviewed the proposed project and provided recommendations for protection of the existing trees within the construction area (Exhibit 7). The Town Arborist identified 11 protected trees on the site, four of which are Town-maintained trees in the parking strips along University and Miles Avenues. Trees #4 and 5 are proposed for removal due to their proximity to the proposed improvements and the anticipated impacts to the trees resulting from the additions to the residence. Trees #7 and 10 are also proposed for removal due to their location within the proposed driveway improvements. The Town Arborist provided recommendations for the protection of the existing trees to remain. PAGE 9 OF 10 SUBJECT: 202 University Avenue/S-21-019 DATE: January 21, 2022 DISCUSSION (continued): Arborist recommendations for tree protection have been included in the Conditions of Approval (Exhibit 3). F. Neighbor Outreach The property owner has indicated that they have shared the plans with surrounding neighbors as outlined in Exhibit 8. G. CEQA Determination The project is Categorically Exempt pursuant to the adopted Guidelines for the Implementation of the California Environmental Quality Act, Section s 15301: Existing facilities and 15303: New Construction. PUBLIC COMMENTS: Story poles and project signage were installed on the site by November 10, 2021, in anticipation of the January 26, 2022 Planning Commission hearing. At the time of this report’s preparation, the Town has not received any public comment. CONCLUSION: A. Summary The applicant is requesting approval of an Architecture and Site application for construction of a second-story addition to a contributing single-family residence to exceed FAR standards and construction of an accessory structure with reduced side and rear setbacks in the University-Edelen Historic District. The applicant has responded to all recommendations of the HPC, who forwarded a recommendation of approval for the project . The applicant provided justification for the proposed FAR and reduced setbacks for the detached garage, demonstrating their consistency with the immediate neighborhood. B. Recommendation Based on the analysis above, staff recommends approval of the Architecture and Site application subject to the recommended conditions of approval (Exhibit 3). If the Planning Commission finds merit with the proposed project, it should: PAGE 10 OF 10 SUBJECT: 202 University Avenue/S-21-019 DATE: January 21, 2022 CONCLUSION (continued): 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, Sections 15301: Existing Facilities and 15303: New Construction (Exhibit 2); 2. Make the finding that the project complies with the ob jective standards of Chapter 29 of the Town Code (Zoning Regulations) with the exception of the requests to exceed FAR standards and for an accessory structure with reduced side and rear yard setbacks (Exhibit 2); 3. Make the findings as required by Section 29.40.075(c) of the Town Code for granting approval of an exception to the FAR standards (Exhibit 2); 4. Make the findings as required by Section 29.40.015(B)(1) of the Town Code for granting approval of an accessory structure with reduced side and rear setbacks (Exhibit 2); 5. Make the finding required by the Town’s Residential Design Guidelines that the project complies with the Residential Design Guidelines (Exhibit 2); 6. 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 7. Approve Architecture and Site Application S-21-019 with the conditions contained in Exhibit 3 and the Development Plans in Exhibit 10. 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. EXHIBITS: 1. Location Map 2. Required Findings and Considerations 3. Recommended Conditions of Approval 4. Historic Preservation Committee Action Letter, April 28, 2021 5. Historic Preservation Committee Action Letter, July 28, 2021 6. Letter of Justification 7. Town Arborist’s Report 8. Owner’s summary of neighbor outreach 9. Development Plans EDELEN AVUNIVERSITY AVMILES A V N CREEK TRAILN SANTA CRUZ AVELM S T GRAY S L N ROYC E S T SB HIGHWAY 17VICTORY LNMUL L E N A V 202 University Avenue 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) EXHIBIT 1 This Page Intentionally Left Blank S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 2 - Required Findings and Considerations.docx PLANNING COMMISSION – January 26, 2022 REQUIRED FINDINGS AND CONSIDERATIONS FOR: 202 University Avenue Architecture and Site Application S-21-019 Requesting Approval for Construction of a Second-Story Addition to a Contributing Single-Family Residence to Exceed Floor Area Ratio Standards and Construction of an Accessory Structure with Reduced Side and Rear Setbacks in the University-Edelen Historic District on Property Zoned R-1D:LHP. APN 529-04-001. PROPERTY OWNER: Tyler and Kristine Shewey APPLICANT: Jay Plett, 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 15301: Existing Facilities and 15303: New Construction. Required compliance with the Zoning Regulations: ■ The project meets the objective standards of Chapter 29 of the Town Code (Zoning Regulations) with the exception of the requests to exceed Floor Area Ratio (FAR) standards and for an accessory structure with reduced side and rear yard setbacks. Required finding to exceed floor area ratio (FAR) standards: ■ As required by Section 29.40.075(c) of the Town Code for allowing a FAR in excess of the FAR standards in the Town Code: 1. The design theme, sense of scale, exterior materials, and details of the proposed project are consistent with the provisions of the adopted residential development standards; and 2. The lot coverage, setbacks, and FAR of the proposed project are compatible with the development on surrounding lots. EXHIBIT 2 S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 2 - Required Findings and Considerations.docx Required finding for reduced side and rear setbacks for an accessory structure: ■ As required by Section 29.40.015(B)(1) of the Town Code for accessory structures with reduced side and rear setbacks: The setbacks of the proposed accessory structure are consistent with the neighborhood, University-Edelen Historic District, and the privacy and compatibility of the neighborhood. Required compliance with the Residential Design Guidelines: ■ The project is in compliance with the Residential Design Guidelines for single -family residences not in hillside areas. The project was reviewed by the Historic Preservation Committee and recommendations were provided to address the consistency of the project with the surrounding neighborhood, University-Edelen Historic District, and the Residential Design Guidelines. The applicant responded to all recommendations. 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. S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 3 - Recommended Conditions of Approval.docx PLANNING COMMISSION –January 26, 2022 CONDITIONS OF APPROVAL 202 University Avenue Architecture and Site Application S-21-019 Requesting Approval for Construction of a Second-Story Addition to a Contributing Single-Family Residence to Exceed Floor Area Ratio Standards and Construction of an Accessory Structure with Reduced Side and Rear Setbacks in the University- Edelen Historic District on Property Zoned R-1D:LHP. APN 529-04-001. PROPERTY OWNER: Tyler and Kristine Shewey APPLICANT: Jay Plett, Architect PROJECT PLANNER: Sean Mullin TO THE SATISFACTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT: Planning Division 1. APPROVAL: This application shall be completed in accordance with all of the conditions of approval 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. STORY POLES: The story poles on the project site shall be removed within 30 days of approval of the Architecture & Site application. 4. 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. 5. 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. 6. 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. 7. 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. 8. TREE FENCING: Protective tree fencing and other protection measures 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. EXHIBIT 3 S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 3 - Recommended Conditions of Approval.docx 9. TREE STAKING: All newly planted trees shall be double-staked using rubber tree ties. 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 sch edule adopted by the Town Council is required when working landscape and irrigation plans are submitted for review. 12. TOWN INDEMNITY: Applicants are notified that Town Code Section 1.10.115 requires that any applicant who receives a permit or entitlement from the Town shall defend, indemnify, and hold harmless the Town and its officials in any action brought by a third party to overturn, set aside, or void the permit or entitlement. This requirement is a condition of approval of all such permits and entitlements whether or not expressly set forth in the approval, and may be secured to the satisfaction of the Town Attorney. 13. COMPLIANCE MEMORANDUM: A memorandum shall be prepared and submitted with the building plans detailing how the Conditions of Approval will be addressed. Building Division 14. PERMITS REQUIRED: A Building Permit is required for the renovation and addition of an existing single-family home. An additional Building Permit will be required for the detached garage. 15. APPLICABLE CODES: The current codes, as amended and adopted by the Town of Los Gatos as of January 1, 2020, are the 2019 California Building Standards Code, California Code of Regulations Title 24, Parts 1-12, including locally adopted Energy Reach Codes. 16. CONDITIONS OF APPROVAL: The Conditions of Approval must be blue lined in full on the cover sheet of the construction plans. A Compliance Memorandum shall be prepared and submitted with the building permit application detailing how the Conditions of Approval will be addressed. 17. BUILDING & SUITE NUMBERS: Submit requests for new building addresses to the Building Division prior to submitting for the building permit application process. 18. SIZE OF PLANS: Minimum size 24” x 36”, maximum size 30” x 42”. 19. 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. 20. 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. 21. 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 S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 3 - Recommended Conditions of Approval.docx 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 22. 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. 23. BACKWATER VALVE: The scope of this project may require the installation of a sanitary sewer backwater valve per Town Ordinance 6.50.025. Please provide information on the plans if a backwater valve is required and the location of the installation. The Town of Los Gatos Ordinance and West Valley Sanitation District (WVSD) requires ba ckwater valves on drainage piping serving fixtures that have flood level rims less than 12 inches above the elevation of the next upstream manhole. 24. HAZARDOUS FIRE ZONE: All projects in the Town of Los Gatos require Class A roof assemblies. 25. SPECIAL INSPECTIONS: When a special inspection is required by CBC Section 1704, the Architect or Engineer of Record shall prepare an inspection program that shall be submitted to the Building Official for approval prior to issuance of the Building Permit. The Town Special Inspection form must be completely filled-out and signed by all requested parties prior to permit issuance. Special Inspection forms are available from the Building Division Service Counter or online at www.losgatosca.gov/building. 26. 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 at the Building Division Service Counter for a fee of $2 or at ARC Blueprint for a fee or online at www.losgatosca.gov/building. 27. 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 appr opriate 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 28. 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 S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 3 - Recommended Conditions of Approval.docx 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. 29. 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. 30. 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. 31. PRIOR APPROVALS: All conditions per prior approvals shall be deemed in full force and affect for this approval. 32. ENCROACHMENT PERMIT: All work in the public right -of-way will require a Construction Encroachment Permit. All work over $5,000 will require construction security. It is the responsibility of the Owner to obtain any necessary encroachment permits from affected agencies and private parties, including but not limited to, Pacific Gas and Electric (PG&E), AT&T, Comcast, Santa Clara Valley Water District, California Department of Transportation (Caltrans). Copies of any approvals or permits must be submitted to the Town Engineering Division of the Parks and Public Works Department prior to releasing any permit. 33. 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. 34. PUBLIC WORKS INSPECTIONS: The Owner 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. 35. RESTORATION OF PUBLIC IMPROVEMENTS: The Owner or their representative shall repair or replace all existing improvements not designated for removal that are damaged or removed because of the Owner 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 or their representative shall request a S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 3 - Recommended Conditions of Approval.docx walk-through with the Engineering Construction Inspector before the start of constru ction to verify existing conditions. 36. SITE SUPERVISION: The General Contractor shall provide qualified supervision on the job site at all times during construction. 37. 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. 38. INSPECTION FEES: Inspection fees shall be deposited with the Town prior to the issuance of any building permits. 39. 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. 40. PLANS AND STUDIES: All required plans and studies shall be prepared by a Registe red 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. 41. 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. 42. 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. 43. DRIVEWAY: The driveway conform to existing pavement on Miles Ave shall be constructed in a manner such that the existing drainage patterns will not be obstructed. 44. CONSTRUCTION EASEMENT: Prior to the issuance of a building permit, it shall be the sole responsibility of the Owner 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. 45. TREE REMOVAL: Copies of all necessary tree removal permits shall be provided prior to the issuance of a building permit. 46. PRECONSTRUCTION MEETING: Prior to issuance of any building permits or the commencement of any site work, the general contractor shall: a. Along with the Owner, attend a pre-construction meeting with the Town Engineer to discuss the project conditions of approval, working hours, site maintenance and other construction matters; S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 3 - Recommended Conditions of Approval.docx 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. IMPROVEMENT PLANS: 47. UTILITIES: The Owner shall install all new, relocated, or temporarily removed utility services, including telephone, electric power and all other communications lines underground, as required by Town Code Section 27.50.015(b). All new utility services sha ll be placed underground. Underground conduit shall be provided for cable television service. The Owner is required to obtain approval of all proposed utility alignments from any and all utility service providers before a Certificate of Occupancy for any new building can be issued. The Town of Los Gatos does not approve or imply approval for final alignment or design of these facilities. 48. UTILITY SETBACKS: House foundations shall be set back from utility lines a sufficient distance to allow excavation of the utility without undermining the house foundation. The Town Engineer shall determine the appropriate setback based on the depth of the utility, input from the project soils engineer, and the type of foundation. 49. SIDEWALK REPAIR: The Owner shall repair and replace to existing Town standards any sidewalk damaged now or during construction of this project. All new and existing adjacent infrastructure must meet current ADA standards. Sidewalk repair shall match existing color, texture and design, and shall be constructed per Town Standard Details. New concrete shall be free of stamps, logos, names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor’s sole expense and no additional compensation shall be allowed therefore. The limits of sidewalk repair will be determined by the Engineering Construction Inspector during the construction phase of the project. The improvements must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. 50. CURB AND GUTTER REPAIR: The Owner shall repair and replace to existing Town standards any curb and gutter damaged now or during construction of this project. All new and existing adjacent infrastructure must meet Town standards. New curb and gutter shall be constructed per Town Standard Details. New concrete shall be free of stamps, logos, names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and replaced at the Contractor’s sole expense and no additional compensation shall be allowed therefore. The limits of curb and gutter repair will be determined by the Engineering Construction Inspector during the construction phase of the project. The improvements must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. 51. DRIVEWAY APPROACH: The Owner shall install a Town standard residential driveway approach. The new driveway approach shall be constructed per Town Standard Plans and must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. New concrete shall be free of stamps, logos, names, graffiti, etc. Any concrete identified that is displaying a stamp or equal shall be removed and S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 3 - Recommended Conditions of Approval.docx replaced at the Contractor’s sole expense and no additional compensation shall be allowed therefore. 52. FENCING: Any fencing proposed within two hundred (200) feet of an intersection shall comply with Town Code Section §23.10.080. 53. SIGHT TRIANGLE AND TRAFFIC VIEW AREA: Any proposed improvements, including but not limiting to trees and hedges, will need to abide by Town Code Sections 23.10.080, 26.10.065, and 29.40.030. 54. 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. TRAFFIC AND TRANSPORTATION: 55. 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. 56. ADVANCE NOTIFICATION: Advance notification of all affected residents and emergency services shall be made regarding parking restriction, lane closure or road closure, with specification of dates and hours of operation. 57. 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 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. 58. 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 shall provide written notice twenty-four (24) hours in advance of modified construction hours. Approval of this request is at discretion of the Town. 59. 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 S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 3 - Recommended Conditions of Approval.docx from the device as possible. The noise level at any point outside of the property plane shall not exceed eighty-five (85) dBA. 60. 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 construction staging area, materials storage area(s), construction trailer(s), concrete washout(s) and proposed outhouse locations. Please refer to the Town’s Construction Management Plan Guidelines document for additional information. STORMWATER MANAGEMENT: 61. BEST MANAGEMENT PRACTICES (BMPs): The Owner is responsible for ensuring that all contractors are aware of all storm water quality measures and that such m easures 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. 62. SITE DESIGN MEASURES: All projects shall incorporate at least one of the following measures: a. Protect sensitive areas and minimize changes to the natural topography. b. Minimize impervious surface areas. c. Direct roof downspouts to vegetated areas. d. Use porous or pervious pavement surfaces on the drivew ay, at a minimum. e. Use landscaping to treat stormwater. 63. 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. 64. EROSION CONTROL: Interim and final erosion control plans shall be prepared and submitted to the Engineering Division of the Parks and Public Works Department. A maximum of two (2) weeks is allowed between clearing of an area and stabilizing/building on an area if grading is allowed during the rainy season. Interim erosion control measures, to be carried out during construction and before installation of the final landscaping, shall be included. Interim erosion control method shall include, but are not limited to: silt fences, fiber rolls (with locations and details), erosion control blankets, Town standard seeding specification, filter berms, check dams, retention basins, etc. Provide erosion control measures as needed to protect downstream water quality during winter months. The Town of Los Gatos Engineering Division of the Parks and Public Works Department and the Building Department will conduct periodic NPDES inspections of the site throughout S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 3 - Recommended Conditions of Approval.docx the recognized storm season to verify compliance with the Construction General Permit and Stormwater ordinances and regulations. 65. 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, an d 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. 66. 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 de bris 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 appropriat e 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 regulation s. Please provide the S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 3 - Recommended Conditions of Approval.docx 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. 67. 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. 68. SITE DRAINAGE: Rainwater leaders shall be discharged to splash blocks. No through curb drains will be allowed. Any storm drain inlets (public or private) directly connected to public storm system shall be stenciled/signed with appropriate “NO DUMPING - Flows to Bay” NPDES required language. On-site drainage systems for all projects shall include one of the alternatives included in section C.3.i of the Municipal Regional NPDES Permit. The se 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 t he 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 within the Town’s right-of-way (driveway approach, curb and gutter, etc.) and/or the adjacent property will not be adversely affected. No improvements shall obstruct or divert runoff to the detriment of an adjacent, downstream or down slope property. 69. 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. 70. COVERED TRUCKS: All trucks transporting materials to and from the site shall be covered. TO THE SATISFACTION OF THE SANTA CLARA COUNTY FIRE DEPARTMENT: 71. 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 pl an 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. S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 3 - Recommended Conditions of Approval.docx 72. FIRE SPRINKLERS REQUIRED: (As noted on Sheet A-1) Fire sprinklers required to be installed in both the single-family home and the secondary dwelling unit. An automatic residential fire sprinkler system shall be installed in one- and two-family dwellings as follows: In all new one- and two-family dwellings and in existing one- and two-family dwellings when additions are made that increase the building area to more than 3,600 square feet. Exception: A one-time addition to an existing building that does not total more than 1,000 square feet of building area. Note: The owner(s), occupant(s) and any contractor(s) or subcontractor(s) are responsible for consulting with the water purveyor of record in order to determine if any 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. 73. REQUIRED FIRE FLOW: The fire flow for this project is 1,750 GPM at 20 psi residual pressure. Since an automatic fire sprinkler system will be installed, the fire flow will be reduced by 50%, establishing a required adjusted fire flow of 875 GPM at 20 psi re sidual pressure. Note: The minimum required number and spacing of the hydrants shall be in accordance with CFC Table C102.1. Provide documentation from a local water purveyor (San Jose Water) confirming the required fire flow of 875 GPM @ 20 psi residual f rom a fire hydrant located within 600' of the farthest exterior corner of the structure is required. Fire flow letter shall be submitted as soon as it is received. 74. WATER SUPPLY REQUIREMENTS: Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection systems, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2019 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. 75. 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 numbe rs 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 id entify the structure. Address numbers shall be maintained. CFC Sec. 505.1. S:\PLANNING COMMISSION REPORTS\2022\01-26-2022\2. 202 University Avenue\Exhibit 3 - Recommended Conditions of Approval.docx 76. CONSTRUCTION SITE FIRE SAFETY: All construction sites must comply with applicable provisions of the CFC Chapter 33 and our Standard Detail and Specification SI-7. Provide appropriate notations on subsequent plan submittals, as appropriate to the project. CFC Chp. 33. 77. 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 jurisd iction. 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] TOWN OF LOS GATOS COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION (408)354-6872 Fax (408) 354-7593 April 29, 2021 Jay Plett 213 Bean Avenue Los Gatos, CA 95030 Via email RE: 202 University Avenue Preliminary Review of a Request for Construction of Exterior Alterations and a Second- Story Addition to Exceed Floor Area Ratio Standards to a Contributing Single-Family Residence in the University-Edelen Historic District on Property Zoned R-1D:LHP. APN 529-04-001. PROPERTY OWNER: Tyler and Kristine Shewey APPLICANT: Jay Plett, Architect PROJECT PLANNER: Sean Mullin On April 28, 2021, the Los Gatos Historic Preservation Committee discussed the item, expressed concerns about the scale of the addition, and recommended that the applicant consider: •Reducing the massing, stepping back the second story addition, and lowering the roof height while ensuring consistency with the architecture; •Exploring a site plan that is less crowded; and •Incorporating landscaping to soften the site. If you have any questions, I can be contacted by email at smullin@losgatosca.gov. Sincerely, Sean Mullin, AICP Associate Planner N:\DEV\HISTORIC PRESERVATION\HPC Action Letters\2021\Letter has been sent\University Ave 202 - 04-28-21 [preliminary].docx CIVIC CENTER 110 E. MAIN STREET LOS GATOS, CA 95030 EXHIBIT 4 This Page Intentionally Left Blank TOWN OF LOS GATOS COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION (408)354-6872 Fax (408) 354-7593 August 26, 2021 Jay Plett 213 Bean Avenue Los Gatos, CA 95030 Via email RE: 202 University Avenue Forward a Recommendation to the Community Development Director on a Request for Construction of a Second-story Addition to a Contributing Single-family Residence to Exceed Floor Area Ratio Standards and Construction of an Accessory Structure with Reduced Side and Rear Setbacks in the University-Edelen Historic District on Property Zoned R-1D:LHP Located at 202 University Avenue. APN 529-04-001. Architecture and Site Application S-21-019. PROPERTY OWNER: Tyler and Kristine Shewey APPLICANT: Jay Plett, Architect PROJECT PLANNER: Sean Mullin On July 28, 2021, the Los Gatos Historic Preservation Committee recommended approval of the above request to the Community Development Director. If you have any questions, I can be contacted by phone at (408) 354-6823 or by email at smullin@losgatosca.gov. Sincerely, Sean Mullin, AICP Associate Planner cc: Tyler and Kristine Shewey, via email N:\DEV\HISTORIC PRESERVATION\HPC Action Letters\2021\University 202 - 07-28-21.docx CIVIC CENTER 110 E. MAIN STREET LOS GATOS, CA 95030 EXHIBIT 5 This Page Intentionally Left Blank 1 MODIFICATIONS PER INITIAL HPC MEETING THE BUILDING HEIGHT HAS BEEN LOWERED TO 28'-6”, THE CARPORT HAS BEEN ELIMINATED, THUS LIMITING SIZE OF A POSSIBLE FUTURE ADU, REDUCING THE OVERALL MASS OF THE PROJECT. AS A RESULT, THE VIEW SHED TO THE HILLS FROM 72 MILES AND 210 UNIVERSITY WILL BE PRESERVED. P R O J E C T D E S C R I P T I O N THE EXISTING STRUCTURE COULD BEST BE CHARACTERIZED AS A SIMPLE BOX FORM FOLK / ITALIANATE VICTORIAN. THE PROPOSED ADDITION RESPECTS THE SIMPLICITY and CHARACTER OF THE ORIGINAL HOUSE. DESIGN CONSIDERATIONS THE ADDITION and NEW GARAGE STRUCTURE HAVE BEEN DESIGNED and PLACED ON THE SITE WITH CONSIDERATION FOR THE VIEW SHEDS OF THE NEXT DOOR NEIGHBORS AT 72 MILES and 210 UNIVERSITY. THE VIEW SHEDS HAVE BEEN CLEARLY ILLUSTRATED ON THE SITE/FLOOR PLAN SHEET A-1 and THE BUILDING ELEVATIONS, SHEET A-2. THE PROPOSED ADDITION WILL ADD 4 FEET TO THE REAR OF THE EXISTING HOME and THEN A SECOND STOREY ADDITION WILL BE ADDED DIRECTLY ON TOP. THE RESULT WILL BE A FORM THAT RISES STRAIGHT UP FROM THE ORIGINAL STRUCTURE EXHIBIT 6 2 CONSISTENT WITH THE TWO STOREY DESIGN CHARACTERISTIC OF THE ITALIANATE STYLE. 45 BROADWAY 121 EDELEN FIELD GUIDE TO AMERICAN FIELD GUIDE TO AMERICAN HOUSES PAGE 225, PHOTO 6 HOUSES PAGE 221, PHOTO 2 3 THE RHYTHM OF THE THREE DOUBLE WINDOWS HAS BEEN PRESERVED ALONG THE MILES AV. ELEVATION. THE FRONT BAY WINDOW ELEMENT HAS BEEN PRESERVED. THE ORIGINAL SIMPLE ROOF FORM HAS BEEN RETAINED ON THE ADDITION. THE 2ND FLOOR PORCH IS CHARACTERISTIC OF ITS ITALIANATE STYLE. MANY SUCH EXAMPLES CAN BE FOUND AROUND THE TOWN - 121 EDELEN IS A NEARBY EXAMPLE. SIMPLE DETAILING IS PROPOSED TO MATCH THAT OF THE EXISTING HOUSE IN THE PORCH POSTS and WINDOW TRIM. THE EXISTING CORBELS WILL BE RETAINED and DUPLICATED THEN PLACED AS SHOWN ON THE ELEVATIONS. NEIGHBORHOOD CONTEXT/COMPATIBILITY THE MASS and SCALE OF THE PROPOSED PROJECT IS COMPATIBLE WITH OTHER ORIGINAL HOMES AND RECENT ADDITIONS IN THE NEIGHBORHOOD – REFER TO THE NEIGHBORHOOD COMPARISON PLAN SHEET NP-1. THE FLOOR AREA EXCEEDS THE FAR, BUT IS SMALLER and COMPATIBLE WITH OTHER ORIGINAL HOMES, NEW HOMES, and ADDITIONS WITHIN THE NEIGHBORHOOD THAT POSSESS GREATER FLOOR AREA's AND FAR's. 209 UNIVERSITY – GREATER FL AREA and FAR 201 UNIVERSITY – GREATER FL AREA and FAR 72 MILES – GREATER FAR 4 THE PROPOSED BUILDING HEIGHT IS CONSISTENT WITH THE HOMES OF THE IMMEDIATE NEIGHBORHOOD and THE ITALIANATE STYLE. REFERENCE SHEET NP-1 FOR ILLUSTRATED HEIGHT COMPARISONS. S U M M A R Y THE ADDITION HAS BEEN THOUGHTFULLY DESIGNED WITH THOROUGH CONSIDERATION FOR IT'S HISTORIC CHARACTER, CONTEXT, COMPATIBILITY WITH THE NEIGHBORHOOD IN MASS/FLOOR AREA, THE TOWN DESIGN GUIDELINES and HPC CONSULTATION. JA/FLEET SHEWEY202 UNIVERSITY AVENUE SUPPLEMENT TO JUSTIFICATION LETTER 8.09.2021 The master bedroom porch balcony is at front of house and does not affect neighbors privacy. This Page Intentionally Left Blank TOWN OF LOS GATOS PARKS AND PUBLIC WORKS DEPARTMENT PHONE (408) 399-5770 FAX (408) 354-6824 SERVICE CENTER 41 MILES AVENUE LOS GATOS, CA 95030 A Tree Inventory and review of The Proposed Addition and Remodel to Single Family Home 202 University Ave Los Gatos, Ca. 95030 Property Owners: Tyler and Kristine Shewey 202 University Avenue Los Gatos, Ca. 95030 Project Design: Jay Plett 213 Bean Avenue Avenue Los Gatos, Ca. 95030 APN: 529-04-001 Zoned R1-D LHP Submitted to: Sean Mullin, AICP, Associate Planner Community Development Department Town of Los Gatos 110 E. Main Street Los Gatos, Ca. 95030 Submitted by: Robert Moulden Los Gatos Town Arborist ISA Certified Arborist: #WE-0532A EXHIBIT 7 TOWN OF LOS GATOS PARKS AND PUBLIC WORKS DEPARTMENT PHONE (408) 399-5770 FAX (408) 354-6824 SERVICE CENTER 41 MILES AVENUE LOS GATOS, CA 95030 Introduction I have been asked by Los Gatos Community Development Department to review the potential tree impacts associated with plans for remodel and addition of single-family home located at 202 University Avenue, Los Gatos CA. 95030 Trees on Site There is a total of 11 protected trees on the site, four of which are Town maintained Melalueeca trees located on parking strip. Three of these trees are on the Miles Avenue side and one is on the University Avenue side of the property. One of these trees (#7) has been proposed as candidate for removal to facilitate driveway installation. These trees have been identified and marked on the plans. There is also one Deodara cedar on the front of the property (Tree #1) that may be affected by the project. Trees #4, #5, #8, #9, #10 and #11 – are Sycamores and are in good health. They are also marked on the plans. Tree #10 is slated for removal. Recommendations: The applicant is proposing the removal of two trees which can be approved after they apply for a Tree Removal Permit at Engineering Building at 41 Miles Avenue. There will be replacement requirement or replacement fees associated with the removals. Trees #4 and 5 will be impacted by the proposed development and are candidates for removal should the applicant make this request. The removal of these two trees could be supported by the Town Arborist and would require application for a Tree Removal Permit at Engineering Building at 41 Miles Avenue. There will be replacement requirement or replacement fees associated with the removals. TOWN OF LOS GATOS PARKS AND PUBLIC WORKS DEPARTMENT PHONE (408) 399-5770 FAX (408) 354-6824 SERVICE CENTER 41 MILES AVENUE LOS GATOS, CA 95030 The four Melalueeca trees (#2, 3, 6, and 7) are to be protected using Type III tree protection. This entails 2 x 4s around trees and wrapping with orange netting. The three remaining Sycamores (#8, 9, and 11) shall be protected by a chain link fence installed between the trees and the construction site. If trees #4 and 5 are to remain, they shall be protected by a chain link fence installed between the trees and the construction site The Deodara cedar (#1) shall be protected with a chain link fence that will completely surround the tree installed no less than four feet from base of tree. The removal of the tree or trees must be accomplished by the applicant applying for a tree removal permit before construction begins with appropriate replacement trees. The trees that are selected for replacement should be selected from Town of Los Gatos list of recommended trees which is available online. All trees must be installed before occupancy and shall have stakes and tree ties. Watering for these newly planted trees should be a drip system. If there are any questions, please feel free to let me know. My # 408-761- 4530. Respectfully, Rob Moulden Arborist, Town of Los Gatos This Page Intentionally Left Blank EXHIBIT 8 This Page Intentionally Left Blank PL PL PL PL PL PL REAR FRONT SIDE, STREET SIDE, YARD 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS RELOCATE (E) ELEC SERVICE AS REQ'D W 0 4 8 16 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS ELEC W 0 4 8 16 (E) WDW 12 SF (E) DR. 21 SF (E) WDW 6 SF (E) WALL AREA = 219 SF (E) WALL ARE = 291 SF TO DEMO (E) WALL AREA = 0 TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 1.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 2.5 SF DEMO 44 SF OF ENTRY WALL AREA (E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13% (E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0" 34'- 8" profile of (E) HOUSE72 miles av.residence210 university ave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence21'- 9"+/-(e) house 71.5 SF 1,167.5 SF 48 SF 127 SF 485 SF 230SF 485 SF 696 SF854 SF IMPERVIOUS AREAS(E)(P) (E) HOUSE1,167.5 1,294.5 FRONT PORCH4848 FRONT WALK71.571.5 REAR PAVEMENT2,520 2,520 REMOVED PAVEMENT(854) TOTALS3,807 2,953 (E) TOWN STREET TREES TO REMAIN AND BE MAINTAINED BY TOWN (E) TOWN STREET TREES TO REMAIN AND BE MAINTAINED BY TOWN (s 21°10'00" w 55.00') (c)s 68°46'42" e 109.82' (109.82') (c)(s 21°10'00"61.20') (c)(s 65°35'47" e) (a) (110. 0 0 ' ) ( c ) line of sysb line of sysbline of rysbline offysb33'- 5"30" 12" evergreen 18" evergreen 12" evergreen 12" sycamore 18" sycamore 12" sycamore 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match MAIN RESIDENCE porch does not encroach neighbor'S yard NO privaCY IMPACTS match (e) wood wdwsw/5" trim provide historic sill nose 46'-3" +/- OVERALL TYP. ALL FLOORS 41'-6" +/- TYP. ALL FLOORS30'-0" +/- OVERALL TYP. ALL FLOORS upper bedroom porch does not encroach neighbor's yard. no privacy imapcts 6 / 12 6 / 126 / 126 / 12 4 / 127 / 127 / 12 30" max1'-6" MATCH (E) 23'-0"21'-0"6 / 126 / 12 6 / 126 / 12 1'-0" typ. (E) 42'-6" +/-(E) 30'-0" +/- 23'-0"21'-0"2'-0"2'-0" remove (e) tree 10'-0" REQD SETBACK20'-0" REQD SETBACK 15'-0" REQD SETBACK remove (e) tree 1 2 3 5 67 10 8 9 11 light/egress well 3'-0"42" ht rail light/egress well 3'-0" light/egress well 42" ht rail garage ht: 15'-0" max ladder (e) street trees to remain existing street trees to remain 4'- 0" addition 4 SHEWEY RESIDENCEREMODEL & ADDITION202 UNIVERSITY AV.main level remodel/site 1/4" = 1'-0"N 07.30.21 O6.28.21 a-1 back porch area PARTICULARS SITE AREA 6,380 SF FAR 0.339 Allowed FLOOR AREA 2,162.5 SF Allowed detached GARAGE per net site area 484 SF SITE PARTICULARS APN 529-04-001 ZONE R1-D LHP TABLE OF CONTENTS A-1 MAIN LEVEL / SITE PLAN a-1.1 conditions of approval np-1/2 NEIGHBORHOOD PLAN & CHARACTERISTICS a-2 ELEVATIONS A-3 roof & floor plans AB/D-1 AS BUILT / DEMO & SHADOW STUDY c-1 CIVIL DRAWINGS OWNERS TYLER & KRISTINE SHEWEY 202 UNIVERSITY AVE, LOS GATOS PH: 408 834 5983 EMAIL: tashewey@sbcglobal.net iMPERVIOUS AREA EXISTING 3,807 SF PROPOSED 2,953 SF REMOVING HARDSCAPE FROM REAR YARD scope addition and remodel to single family house house to be equipped with fire sprinklers see sheet a-1.1 for conditions of approval LEGEND NEW WALL (E) WALL TO REMAIN proposed floor area EXISTING ADDED TOTALS main LEVEL 1,167.5 sf 127.0 SF 1,294.5 sf UPSTAIRS LEVEL 0 SF 1197.5 SF 1,197.5 sf EXISTING FLR AREA 1,167.5 sf TOTAL ADDED FLR AREA 1324.5 sf TOTAL PROJECT FLR AREA 2,492.0 sf (N) BASEMENT 1,263.0 SF TOTAL LIVING space 3,755.0 SF garage 484.0 sf back porch 230.0 sf upper porch 72.0 sf EXHIBIT 9 SHEWEY RESIDENCEREMODEL & ADDITION202 UNIVERSITY AV.07.30.21 O6.28.21 conditions of approval a-1.1                                    ! 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"         #      $  %  #          &   '  (     )     !     $  % %* %  +         $  %         ,       )       ,       "        $  % $  %  * -& - &(-   &  $    $  % %* % %*% %* % $  % $  %@3. &  (*  **--   -& - &%                !" ./0/120A ./0/120" 8/3206325B29 @ #8/320 )@3.20 B  #./0/1205 ./0/120 ,./0/120 / )./0/120 6325B322B29  ,./0/120 2 A  @  B 5  /   C//.5 60/DB8./0/1 2034/.522 /9 C//.5 634/.522" 8/320B8 /9 C//.5 634/.5.2 ./0/120B8 /9 B  #./0/120 60/DB88/3209 5 ./0/120 60/DB85213.9 4 4 "./0/120 PL PLPLPLPLPL REAR FRONTSIDE,STREET SIDE,YARD 100CLG2458 24642464246424586276 1011 CLGsTHRU-OUT2868 308030682868 246424643068 2872287230xx20542054302024682468245824582458245828xx26xx GASRELOCATE (E)ELEC SERVICEAS REQ'D W048 16 100CLG2458 24642464246424586276 1011 CLGsTHRU-OUT2868 308030682868 246424643068 2872287230xx20542054302024682468245824582458245828xx26xx GASELECW048 16(E)WDW12 SF (E)DR.21 SF (E) WDW6 SF(E) WALL AREA = 219 SF(E) WALL ARE = 291 SF TO DEMO(E) WALL AREA = 0 TO REMAIN (E)WDW11.5SF (E)WDW11.5SFDEMO 1.5 SF (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SFDEMO 2.5 SFDEMO 44 SF OF ENTRY WALL AREA(E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13%(E) WALL AREA TO REMAIN = 326 SF / 87%(E)WDW17.5SF(E)WDW11 SF(E)WDW11 SF (E)WDW17.5SF(E)WDW21 SF DEMO15 SF (E)WDW11.5SF(E) WALL AREA = 378 SF(E) WALL AREA = 169 SF / 45% TO DEMO(E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN(E) WALL AREA = 467.5 SF(E) WALL ARE = 13.25 SF TO DEMO(E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SFDEMO.5 DEMO1.5 DEMO1.5DEMO2.75 DEMO2.75 AS BUILT /DEMO AS BUILT(e) hgt= 17-'0"34'- 8"profile of(E) HOUSE72 miles av.residence210 universityave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence21'- 9"+/-(e) house71.5 SF1,167.5SF48 SF127 SF485 SF230SF485 SF696 SF854 SFIMPERVIOUS AREAS(E)(P)(E) HOUSE1,167.51,294.5FRONT PORCH4848FRONT WALK71.571.5REAR PAVEMENT2,5202,520REMOVED PAVEMENT(854)TOTALS3,8072,953(E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN(E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN (s 21°10'00" w 55.00') (c)s 68°46'42" e 109.82' (109.82') (c)(s 21°10'00"61.20') (c)(s 65°35'47" e) (a) (110.00') (c)line of sysbline of sysbline of rysbline offysb33'- 5"30"12"evergreen18" evergreen12" evergreen12"sycamore18"sycamore12"sycamore 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match MAIN RESIDENCE porch does notencroachneighbor'S yardNO privaCYIMPACTSmatch (e) woodwdws w/5" trimprovide historicsill nose 46'-3" +/- OVERALL TYP. ALL FLOORS41'-6" +/- TYP. ALL FLOORS30'-0" +/- OVERALL TYP. ALL FLOORSupper bedroomporch does notencroachneighbor'syard.no privacyimapcts6 / 12 6 / 126 / 126 / 12 4 / 127 / 127 / 12 30" max1'-6" MATCH (E)23'-0"21'-0"6 / 126 / 126 / 126 / 121'-0" typ.(E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"2'-0"2'-0"remove(e) tree10'-0" REQD SETBACK20'-0" REQD SETBACK15'-0" REQD SETBACKremove(e) tree1 23567108911 light/egress well3'-0"42" ht raillight/egress well3'-0" light/egress well 42" ht rail garage ht: 15'-0" max ladder (e) street trees to remain existing streettrees to remain4'- 0" addition4 PL PLPLPLPLPL REAR FRONT SIDE, STREET SIDE, YARD 100CLG2458 24642464246424586276 1011 CLGsTHRU-OUT2868 308030682868 246424643068 2872287230xx20542054302024682468245824582458245828xx26xx GASRELOCATE (E)ELEC SERVICEAS REQ'D W048 16 100CLG2458 24642464246424586276 1011 CLGsTHRU-OUT2868 308030682868 246424643068 2872287230xx20542054302024682468245824582458245828xx26xx GASELECW048 16(E)WDW12 SF (E)DR.21 SF (E) WDW6 SF(E) WALL AREA = 219 SF(E) WALL ARE = 291 SF TO DEMO(E) WALL AREA = 0 TO REMAIN (E)WDW11.5SF (E)WDW11.5SFDEMO 1.5 SF (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SFDEMO 2.5 SFDEMO 44 SF OF ENTRY WALL AREA(E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13%(E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0"34'- 8" profile of (E) HOUSE72 miles av.residence210 universityave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence21'- 9"+/-(e) house71.5 SF1,167.5SF 48 SF127 SF485 SF230SF485 SF696 SF854 SFIMPERVIOUS AREAS(E)(P)(E) HOUSE1,167.51,294.5FRONT PORCH4848FRONT WALK71.571.5REAR PAVEMENT2,5202,520REMOVED PAVEMENT(854)TOTALS3,8072,953 (E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN (E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN (s 21°10'00" w 55.00') (c)s 68°46'42" e 109.82' (109.82') (c)(s 21°10'00"61.20') (c)(s 65°35'47" e) (a) (110.00') (c)line of sysb line of sysbline of rysbline offysb33'- 5"30"12"evergreen18" evergreen12" evergreen12"sycamore18"sycamore12"sycamore 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match MAIN RESIDENCE porch does not encroach neighbor'S yard NO privaCY IMPACTS match (e) wood wdws w/5" trim provide historic sill nose 46'-3" +/- OVERALL TYP. ALL FLOORS41'-6" +/- TYP. ALL FLOORS30'-0" +/- OVERALL TYP. ALL FLOORSupper bedroomporch does notencroachneighbor'syard.no privacyimapcts6 / 12 6 / 126 / 126 / 12 4 / 127 / 127 / 12 30" max1'-6" MATCH (E)23'-0"21'-0"6 / 126 / 12 6 / 126 / 12 1'-0" typ.(E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"2'-0"2'-0"remove(e) tree10'-0" REQD SETBACK20'-0" REQD SETBACK 15'-0" REQD SETBACKremove(e) tree 1 23567108911 light/egress well3'-0"42" ht raillight/egress well3'-0" light/egress well 42" ht rail garage ht: 15'-0" max ladder (e) street trees to remain existing street trees to remain 4'- 0" addition 4 PL PL PL PL PLPL REAR FRONT SIDE, STREET SIDE, YARD 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS RELOCATE (E) ELEC SERVICE AS REQ'D W 0 4 8 16 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS ELEC W 0 4 8 16 (E) WDW 12 SF (E) DR. 21 SF (E) WDW 6 SF (E) WALL AREA = 219 SF (E) WALL ARE = 291 SF TO DEMO (E) WALL AREA = 0 TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 1.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 2.5 SF DEMO 44 SF OF ENTRY WALL AREA (E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13% (E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0" 34'- 8" profile of (E) HOUSE72 miles av.residence210 university ave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence21'- 9"+/-(e) house71.5 SF1,167.5 SF 48 SF 127 SF 485 SF 230SF 485 SF 696 SF854 SF IMPERVIOUS AREAS(E)(P)(E) HOUSE1,167.51,294.5FRONT PORCH4848FRONT WALK71.571.5REAR PAVEMENT2,5202,520REMOVED PAVEMENT(854)TOTALS3,8072,953 (E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN (E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN (s 21°10'00" w 55.00') (c)s 68°46'42" e 109.82' (109.82') (c)(s 21°10'00"61.20') (c)(s 65°35'47" e) (a) (110. 0 0 ' ) ( c ) line of sysb line of sysbline of rysbline offysb33'- 5"30" 12" evergreen 18" evergreen12" evergreen 12" sycamore 18" sycamore 12" sycamore 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match MAIN RESIDENCE porch does not encroach neighbor'S yard NO privaCY IMPACTS match (e) wood wdws w/5" trim provide historic sill nose 46'-3" +/- OVERALL TYP. ALL FLOORS 41'-6" +/- TYP. ALL FLOORS30'-0" +/- OVERALL TYP. ALL FLOORSupper bedroom porch does not encroach neighbor's yard. no privacy imapcts 6 / 12 6 / 126 / 126 / 12 4 / 127 / 127 / 12 30" max1'-6" MATCH (E) 23'-0"21'-0"6 / 126 / 126 / 126 / 12 1'-0" typ. (E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"2'-0"2'-0" remove (e) tree 10'-0" REQD SETBACK20'-0" REQD SETBACK 15'-0" REQD SETBACK remove (e) tree 1 2 3 5 67 10 8 9 11 light/egress well 3'-0"42" ht rail light/egress well 3'-0" light/egress well 42" ht rail garage ht: 15'-0" max ladder (e) street trees to remain existing street trees to remain 4'- 0" addition 4 PL PL PL PL PLPL REAR FRONT SIDE, STREET SIDE, YARD 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS RELOCATE (E) ELEC SERVICE AS REQ'D W 0 4 8 16 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS ELEC W 0 4 8 16 (E) WDW 12 SF (E) DR. 21 SF (E) WDW 6 SF (E) WALL AREA = 219 SF (E) WALL ARE = 291 SF TO DEMO (E) WALL AREA = 0 TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 1.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 2.5 SF DEMO 44 SF OF ENTRY WALL AREA (E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13% (E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0" 34'- 8" profile of (E) HOUSE72 miles av.residence210 university ave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence21'- 9"+/-(e) house71.5 SF1,167.5 SF 48 SF 127 SF 485 SF 230SF 485 SF 696 SF854 SF IMPERVIOUS AREAS(E)(P)(E) HOUSE1,167.51,294.5FRONT PORCH4848FRONT WALK71.571.5REAR PAVEMENT2,5202,520REMOVED PAVEMENT(854)TOTALS3,8072,953 (E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN(E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN (s 21°10'00" w 55.00') (c)s 68°46'42" e 109.82' (109.82') (c)(s 21°10'00"61.20') (c)(s 65°35'47" e) (a) (110. 0 0 ' ) ( c ) line of sysb line of sysbline of rysbline offysb33'- 5"30" 12" evergreen 18" evergreen12" evergreen 12" sycamore 18" sycamore 12" sycamore 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match MAIN RESIDENCE porch does not encroach neighbor'S yard NO privaCY IMPACTS match (e) wood wdws w/5" trim provide historic sill nose 46'-3" +/- OVERALL TYP. ALL FLOORS 41'-6" +/- TYP. ALL FLOORS30'-0" +/- OVERALL TYP. ALL FLOORSupper bedroom porch does not encroach neighbor's yard. no privacy imapcts 6 / 12 6 / 126 / 126 / 12 4 / 127 / 127 / 12 30" max1'-6" MATCH (E) 23'-0"21'-0"6 / 126 / 126 / 126 / 121'-0" typ. (E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"2'-0"2'-0" remove (e) tree 10'-0" REQD SETBACK20'-0" REQD SETBACK 15'-0" REQD SETBACK remove (e) tree 1 2 3 5 67 10 8 9 11 light/egress well 3'-0"42" ht rail light/egress well 3'-0" light/egress well 42" ht rail garage ht: 15'-0" max ladder (e) street trees to remain existing street trees to remain 4'- 0" addition4 PLPLPLPLPLPL REAR FRONTSIDE,STREET SIDE,YARD 100CLG2458 24642464246424586276 1011 CLGsTHRU-OUT2868 308030682868 246424643068 2872287230xx20542054302024682468245824582458245828xx26xx GASRELOCATE (E)ELEC SERVICEAS REQ'D W048 16 100CLG2458 24642464246424586276 1011 CLGsTHRU-OUT2868 308030682868 246424643068 2872287230xx20542054302024682468245824582458245828xx26xx GASELECW048 16(E)WDW12 SF (E)DR.21 SF (E) WDW6 SF(E) WALL AREA = 219 SF(E) WALL ARE = 291 SF TO DEMO(E) WALL AREA = 0 TO REMAIN (E)WDW11.5SF (E)WDW11.5SFDEMO 1.5 SF (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SFDEMO 2.5 SFDEMO 44 SF OF ENTRY WALL AREA(E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13%(E) WALL AREA TO REMAIN = 326 SF / 87%(E)WDW17.5SF(E)WDW11 SF(E)WDW11 SF (E)WDW17.5SF(E)WDW21 SF DEMO15 SF (E)WDW11.5SF(E) WALL AREA = 378 SF(E) WALL AREA = 169 SF / 45% TO DEMO(E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN(E) WALL AREA = 467.5 SF(E) WALL ARE = 13.25 SF TO DEMO(E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SFDEMO.5 DEMO1.5 DEMO1.5DEMO2.75 DEMO2.75 AS BUILT /DEMO AS BUILT(e) hgt= 17-'0"34'- 8"profile of(E) HOUSE72 miles av.residence210 universityave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence21'- 9"+/-(e) house71.5 SF1,167.5SF48 SF127 SF485 SF230SF485 SF696 SF854 SFIMPERVIOUS AREAS(E)(P)(E) HOUSE1,167.51,294.5FRONT PORCH4848FRONT WALK71.571.5REAR PAVEMENT2,5202,520REMOVED PAVEMENT(854)TOTALS3,8072,953(E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN(E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN(s 21°10'00" w 55.00') (c)s 68°46'42" e 109.82' (109.82') (c)(s 21°10'00"61.20') (c)(s 65°35'47" e) (a) (110.00') (c)line of sysbline of sysbline of rysbline offysb33'- 5"30"12"evergreen18" evergreen12" evergreen12"sycamore18"sycamore12"sycamore 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match MAIN RESIDENCE porch does notencroachneighbor'S yardNO privaCYIMPACTSmatch (e) woodwdws w/5" trimprovide historicsill nose46'-3" +/- OVERALL TYP. ALL FLOORS41'-6" +/- TYP. ALL FLOORS30'-0" +/- OVERALL TYP. ALL FLOORSupper bedroomporch does notencroachneighbor'syard.no privacyimapcts6 / 126 / 126 / 126 / 124 / 127 / 127 / 1230" max1'-6" MATCH (E)23'-0"21'-0"6 / 126 / 126 / 126 / 121'-0" typ.(E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"2'-0"2'-0"remove(e) tree10'-0" REQD SETBACK20'-0" REQD SETBACK15'-0" REQD SETBACKremove(e) tree123567108911light/egress well3'-0"42" ht raillight/egress well3'-0" light/egress well 42" ht rail garage ht: 15'-0" max ladder (e) street trees to remain existing streettrees to remain4'- 0" addition4 SHEWEY RESIDENCEREMODEL & ADDITION202 UNIVERSITY AV.07.30.21 O6.28.21 a-2 south elevation 3/16" = 1'-0" miles ave garage, west elevation 3/16" = 1'-0" viewed from rear of main house west elevation 3/16" = 1'-0" university ave NORTH elevation 3/16" = 1'-0" university ave EAST elevation 3/16" = 1'-0" PL PL PL PL PL PL REAR FRONT SIDE, STREET SIDE, YARD 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS RELOCATE (E) ELEC SERVICE AS REQ'D W 0 4 8 16 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS ELEC W 0 4 8 16 (E) WDW 12 SF (E) DR. 21 SF (E) WDW 6 SF (E) WALL AREA = 219 SF (E) WALL ARE = 291 SF TO DEMO (E) WALL AREA = 0 TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 1.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 2.5 SF DEMO 44 SF OF ENTRY WALL AREA (E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13% (E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0" 34'- 8" profile of (E) HOUSE72 miles av.residence210 university ave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence21'- 9"+/-(e) house71.5 SF1,167.5 SF 48 SF 127 SF 485 SF 230SF 485 SF 696 SF854 SF IMPERVIOUS AREAS(E)(P)(E) HOUSE1,167.51,294.5FRONT PORCH4848FRONT WALK71.571.5REAR PAVEMENT2,5202,520REMOVED PAVEMENT(854)TOTALS3,8072,953 (E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN (E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN (s 21°10'00" w 55.00') (c)s 68°46'42" e 109.82' (109.82') (c)(s 21°10'00"61.20') (c)(s 65°35'47" e) (a) (110. 0 0 ' ) ( c ) line of sysb line of sysbline of rysbline offysb33'- 5"30" 12" evergreen 18" evergreen12" evergreen 12" sycamore 18" sycamore 12" sycamore 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match MAIN RESIDENCE porch does not encroach neighbor'S yard NO privaCY IMPACTS match (e) wood wdws w/5" trim provide historic sill nose 46'-3" +/- OVERALL TYP. ALL FLOORS 41'-6" +/- TYP. ALL FLOORS30'-0" +/- OVERALL TYP. ALL FLOORSupper bedroom porch does not encroach neighbor's yard. no privacy imapcts 6 / 12 6 / 126 / 126 / 12 4 / 127 / 127 / 12 30" max1'-6" MATCH (E) 23'-0"21'-0"6 / 126 / 12 6 / 126 / 12 1'-0" typ. (E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"2'-0"2'-0" remove (e) tree 10'-0" REQD SETBACK20'-0" REQD SETBACK 15'-0" REQD SETBACK remove (e) tree 1 2 3 5 67 10 8 9 11 light/egress well 3'-0"42" ht rail light/egress well 3'-0" light/egress well 42" ht rail garage ht: 15'-0" max ladder (e) street trees to remain existing street trees to remain 4'- 0" addition 4 PL PL PL PL PL PL REAR FRONT SIDE, STREET SIDE, YARD 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS RELOCATE (E) ELEC SERVICE AS REQ'D W 0 4 8 16 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS ELEC W 0 4 8 16 (E) WDW 12 SF (E) DR. 21 SF (E) WDW 6 SF (E) WALL AREA = 219 SF (E) WALL ARE = 291 SF TO DEMO (E) WALL AREA = 0 TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 1.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 2.5 SF DEMO 44 SF OF ENTRY WALL AREA (E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13% (E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0" 34'- 8" profile of (E) HOUSE72 miles av.residence210 university ave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence21'- 9"+/-(e) house71.5 SF1,167.5 SF 48 SF 127 SF 485 SF 230SF 485 SF 696 SF854 SF IMPERVIOUS AREAS(E)(P) (E) HOUSE1,167.51,294.5 FRONT PORCH4848 FRONT WALK71.571.5 REAR PAVEMENT2,5202,520 REMOVED PAVEMENT(854) TOTALS3,8072,953 (E) TOWN STREET TREES TO REMAIN AND BE MAINTAINED BY TOWN (E) TOWN STREET TREES TO REMAIN AND BE MAINTAINED BY TOWN (s 21°10'00" w 55.00') (c)s 68°46'42" e 109.82' (109.82') (c)(s 21°10'00"61.20') (c)(s 65°35'47" e) (a) (110. 0 0 ' ) ( c ) line of sysb line of sysbline of rysbline offysb33'- 5"30" 12" evergreen 18" evergreen 12" evergreen 12" sycamore 18" sycamore 12" sycamore 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match MAIN RESIDENCE porch does not encroach neighbor'S yard NO privaCY IMPACTS match (e) wood wdws w/5" trim provide historic sill nose 46'-3" +/- OVERALL TYP. ALL FLOORS 41'-6" +/- TYP. ALL FLOORS30'-0" +/- OVERALL TYP. ALL FLOORSupper bedroom porch does not encroach neighbor's yard. no privacy imapcts 6 / 12 6 / 12 6 / 12 6 / 12 4 / 12 7 / 127 / 12 30" max1'-6" MATCH (E) 23'-0"21'-0"6 / 12 6 / 12 6 / 126 / 121'-0" typ. (E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"2'-0" 2'-0" remove (e) tree 10'-0" REQD SETBACK20'-0" REQD SETBACK 15'-0" REQD SETBACK remove (e) tree 1 2 3 5 67 10 8 9 11 light/egress well 3'-0"42" ht rail light/egress well 3'-0" light/egress well 42" ht rail garage ht: 15'-0" max ladder (e) street trees to remain existing street trees to remain 4'- 0" addition4 PL PL PL PL PL PL REAR FRONT SIDE, STREET SIDE, YARD 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS RELOCATE (E) ELEC SERVICE AS REQ'D W 0 4 8 16 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS ELEC W 0 4 8 16 (E) WDW 12 SF (E) DR. 21 SF (E) WDW 6 SF (E) WALL AREA = 219 SF (E) WALL ARE = 291 SF TO DEMO (E) WALL AREA = 0 TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 1.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 2.5 SF DEMO 44 SF OF ENTRY WALL AREA (E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13% (E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0" 34'- 8" profile of (E) HOUSE72 miles av.residence210 university ave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence21'- 9"+/-(e) house71.5 SF1,167.5 SF 48 SF 127 SF 485 SF 230SF 485 SF 696 SF854 SF IMPERVIOUS AREAS(E)(P) (E) HOUSE1,167.51,294.5 FRONT PORCH4848 FRONT WALK71.571.5 REAR PAVEMENT2,5202,520 REMOVED PAVEMENT(854) TOTALS3,8072,953 (E) TOWN STREET TREES TO REMAIN AND BE MAINTAINED BY TOWN (E) TOWN STREET TREES TO REMAIN AND BE MAINTAINED BY TOWN (s 21°10'00" w 55.00') (c)s 68°46'42" e 109.82' (109.82') (c)(s 21°10'00"61.20') (c)(s 65°35'47" e) (a) (110. 0 0 ' ) ( c ) line of sysb line of sysbline of rysbline offysb33'- 5"30" 12" evergreen 18" evergreen 12" evergreen 12" sycamore 18" sycamore 12" sycamore 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match MAIN RESIDENCE porch does not encroach neighbor'S yard NO privaCY IMPACTS match (e) wood wdws w/5" trim provide historic sill nose 46'-3" +/- OVERALL TYP. ALL FLOORS 41'-6" +/- TYP. ALL FLOORS30'-0" +/- OVERALL TYP. ALL FLOORSupper bedroom porch does not encroach neighbor's yard. no privacy imapcts 6 / 12 6 / 12 6 / 12 6 / 12 4 / 12 7 / 12 7 / 12 30" max 1'-6" MATCH (E) 23'-0"21'-0"6 / 12 6 / 12 6 / 126 / 12 1'-0" typ. (E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"2'-0" 2'-0" remove (e) tree 10'-0" REQD SETBACK20'-0" REQD SETBACK 15'-0" REQD SETBACK remove (e) tree 1 2 3 5 67 10 8 9 11 light/egress well 3'-0"42" ht rail light/egress well 3'-0" light/egress well 42" ht rail garage ht: 15'-0" max ladder (e) street trees to remain existing street trees to remain 4'- 0" addition4 PL PL PL PL PL PL REAR FRONT SIDE, STREET SIDE, YARD 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS RELOCATE (E) ELEC SERVICE AS REQ'D W 0 4 8 16 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS ELEC W 0 4 8 16 (E) WDW 12 SF (E) DR. 21 SF (E) WDW 6 SF (E) WALL AREA = 219 SF (E) WALL ARE = 291 SF TO DEMO (E) WALL AREA = 0 TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 1.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 2.5 SF DEMO 44 SF OF ENTRY WALL AREA (E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13% (E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0" 34'- 8" profile of (E) HOUSE72 miles av.residence210 university ave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence21'- 9"+/-(e) house71.5 SF1,167.5 SF 48 SF 127 SF 485 SF 230SF 485 SF 696 SF854 SF IMPERVIOUS AREAS(E)(P) (E) HOUSE1,167.51,294.5 FRONT PORCH4848 FRONT WALK71.571.5 REAR PAVEMENT2,5202,520 REMOVED PAVEMENT(854) TOTALS3,8072,953 (E) TOWN STREET TREES TO REMAIN AND BE MAINTAINED BY TOWN (E) TOWN STREET TREES TO REMAIN AND BE MAINTAINED BY TOWN (s 21°10'00" w 55.00') (c)s 68°46'42" e 109.82' (109.82') (c)(s 21°10'00"61.20') (c)(s 65°35'47" e) (a) (110. 0 0 ' ) ( c ) line of sysb line of sysbline of rysbline offysb33'- 5"30" 12" evergreen 18" evergreen 12" evergreen 12" sycamore 18" sycamore 12" sycamore 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match MAIN RESIDENCE porch does not encroach neighbor'S yard NO privaCY IMPACTS match (e) wood wdws w/5" trim provide historic sill nose 46'-3" +/- OVERALL TYP. ALL FLOORS 41'-6" +/- TYP. ALL FLOORS30'-0" +/- OVERALL TYP. ALL FLOORSupper bedroom porch does not encroach neighbor's yard. no privacy imapcts 6 / 12 6 / 12 6 / 12 6 / 12 4 / 12 7 / 12 7 / 12 30" max 1'-6" MATCH (E) 23'-0"21'-0"6 / 12 6 / 12 6 / 126 / 12 1'-0" typ. (E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"2'-0" 2'-0" remove (e) tree 10'-0" REQD SETBACK20'-0" REQD SETBACK 15'-0" REQD SETBACK remove (e) tree 1 2 3 5 67 10 8 9 11 light/egress well 3'-0"42" ht rail light/egress well 3'-0" light/egress well 42" ht rail garage ht: 15'-0" max ladder (e) street trees to remain existing street trees to remain 4'- 0" addition 4 SHEWEY RESIDENCEREMODEL & ADDITION202 UNIVERSITY AV.basement 1/4" = 1'-0" upstairs addition 1/4" = 1'-0" 07.30.21 O6.28.21 a-3 ROOF PLAN 1/4" = 1'-0" GARAGE ROOF PLAN 1/4" = 1'-0" PL PL PL PL PLPL REAR FRONT SIDE, STREET SIDE, YARD 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS RELOCATE (E) ELEC SERVICE AS REQ'D W 0 4 8 16 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS ELEC W 0 4 8 16 (E) WDW 12 SF (E) DR. 21 SF (E) WDW 6 SF (E) WALL AREA = 219 SF (E) WALL ARE = 291 SF TO DEMO (E) WALL AREA = 0 TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 1.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 2.5 SF DEMO 44 SF OF ENTRY WALL AREA (E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13% (E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0" ADDITIONADDITION ADDITION 34'- 8" profile of (E) HOUSE72 miles av.residence210 university ave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence 6'- 9" +/- 21'- 9" +/- 6'- 9" +/- 21'- 9" +/-(e) house (e) house 6'- 9" +/- 21'- 9" +/- (e) house ADDITION 6'- 9" +/- 21'- 9" +/- (e) house 71.5 SF1,167.5 SF 48 SF 127 SF 485 SF 230SF 485 SF 696 SF854 SF IMPERVIOUS AREAS(E)(P) (E) HOUSE1,167.51,294.5 FRONT PORCH4848 FRONT WALK71.571.5 REAR PAVEMENT2,5202,520 REMOVED PAVEMENT(854) TOTALS3,8072,953 (E) TOWN STREET TREES TO REMAIN AND BE MAINTAINED BY TOWN (E) TOWN STREET TREES TO REMAIN AND BE MAINTAINED BY TOWN 55.00'109.82'61.20'110.00' line of sysb line of sysbline of rysbline offysb33'- 5"30" 12" 18" 12" 12" 18" 12" 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match house porch does not encroach neighbor'S yard NO privatCY IMPACTS match (e) wood wdws w/5" trim provide historic sill nose 46'-3" OVERALL TYP. ALL FLOORS 41'-6" TYP. ALL FLOORS30'-0" OVERALL TYP. ALL FLOORSupper bedroom porch does not encroach neighbor's yard. no privacy imapcts 6 / 12 6 / 126 / 126 / 12 4 / 127 / 127 / 12 30" max1'-6" MATCH (E) 23'-0"21'-0"6 / 126 / 126 / 126 / 121'-0" (E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"(e) street trees to remain existing street trees to remain 4'- 0" addition PL PL PL PL PLPL REAR FRONT SIDE, STREET SIDE, YARD 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS RELOCATE (E) ELEC SERVICE AS REQ'D W 0 4 8 16 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS ELEC W 0 4 8 16 (E) WDW 12 SF (E) DR. 21 SF (E) WDW 6 SF (E) WALL AREA = 219 SF (E) WALL ARE = 291 SF TO DEMO (E) WALL AREA = 0 TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 1.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 2.5 SF DEMO 44 SF OF ENTRY WALL AREA (E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13% (E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0" ADDITIONADDITION ADDITION 34'- 8" profile of (E) HOUSE72 miles av.residence210 university ave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence 6'- 9" +/- 21'- 9" +/- 6'- 9" +/- 21'- 9" +/-(e) house (e) house 6'- 9" +/- 21'- 9" +/- (e) house ADDITION 6'- 9" +/- 21'- 9" +/- (e) house 71.5 SF1,167.5 SF 48 SF 127 SF 485 SF 230SF 485 SF 696 SF854 SF IMPERVIOUS AREAS(E)(P)(E) HOUSE1,167.51,294.5FRONT PORCH4848FRONT WALK71.571.5REAR PAVEMENT2,5202,520REMOVED PAVEMENT(854)TOTALS3,8072,953(E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN(E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN 55.00'109.82'61.20'110.00' line of sysb line of sysbline of rysbline offysb33'- 5"30" 12" 18"12"12" 18" 12" 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match house porch does not encroach neighbor'S yard NO privatCY IMPACTS match (e) wood wdws w/5" trim provide historic sill nose 46'-3" OVERALL TYP. ALL FLOORS 41'-6" TYP. ALL FLOORS30'-0" OVERALL TYP. ALL FLOORSupper bedroom porch does not encroach neighbor's yard. no privacy imapcts 6 / 126 / 126 / 126 / 124 / 127 / 127 / 1230" max1'-6" MATCH (E) 23'-0"21'-0"6 / 126 / 126 / 126 / 121'-0" (E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"(e) street trees to remain existing street trees to remain 4'- 0" addition PLPLPLPLPLPL REAR FRONT SIDE, STREET SIDE, YARD 100CLG2458 24642464246424586276 1011 CLGsTHRU-OUT2868 308030682868 246424643068 2872287230xx20542054302024682468245824582458245828xx26xx GASRELOCATE (E)ELEC SERVICEAS REQ'D W048 16 100CLG2458 24642464246424586276 1011 CLGsTHRU-OUT2868 308030682868 246424643068 2872287230xx20542054302024682468245824582458245828xx26xx GASELECW048 16(E)WDW12 SF (E)DR.21 SF (E) WDW6 SF(E) WALL AREA = 219 SF(E) WALL ARE = 291 SF TO DEMO(E) WALL AREA = 0 TO REMAIN (E)WDW11.5SF (E)WDW11.5SFDEMO 1.5 SF (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SFDEMO 2.5 SFDEMO 44 SF OF ENTRY WALL AREA(E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13%(E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0" ADDITIONADDITION ADDITION 34'- 8" profile of (E) HOUSE72 miles av.residence210 universityave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence 6'- 9" +/- 21'- 9" +/- 6'- 9" +/- 21'- 9" +/-(e) house (e) house 6'- 9" +/- 21'- 9" +/- (e) house ADDITION 6'- 9" +/- 21'- 9" +/- (e) house 71.5 SF1,167.5SF48 SF127 SF485 SF230SF485 SF696 SF854 SFIMPERVIOUS AREAS(E)(P)(E) HOUSE1,167.51,294.5FRONT PORCH4848FRONT WALK71.571.5REAR PAVEMENT2,5202,520REMOVED PAVEMENT(854)TOTALS3,8072,953(E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN(E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN55.00'109.82'61.20'110.00'line of sysbline of sysbline of rysbline offysb33'- 5"30"12"18"12"12"18"12" 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match house porch does not encroach neighbor'S yard NO privatCY IMPACTS match (e) wood wdws w/5" trim provide historic sill nose 46'-3" OVERALL TYP. ALL FLOORS41'-6" TYP. ALL FLOORS30'-0" OVERALL TYP. ALL FLOORSupper bedroomporch does notencroachneighbor'syard.no privacyimapcts6 / 126 / 126 / 126 / 124 / 127 / 127 / 1230" max1'-6" MATCH (E)23'-0"21'-0"6 / 126 / 126 / 126 / 121'-0"(E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"(e) street trees to remain existing street trees to remain 4'- 0" addition PL PLPLPLPLPL REAR FRONT SIDE, STREET SIDE, YARD 100CLG2458 24642464246424586276 1011 CLGsTHRU-OUT2868 308030682868 246424643068 2872287230xx20542054302024682468245824582458245828xx26xx GASRELOCATE (E)ELEC SERVICEAS REQ'D W 0 4 8 16 100CLG2458 24642464246424586276 1011 CLGsTHRU-OUT2868 308030682868 246424643068 2872287230xx20542054302024682468245824582458245828xx26xx GASELECW 0 4 8 16 (E)WDW12 SF (E)DR.21 SF (E) WDW6 SF(E) WALL AREA = 219 SF(E) WALL ARE = 291 SF TO DEMO(E) WALL AREA = 0 TO REMAIN (E)WDW11.5SF (E)WDW11.5SFDEMO 1.5 SF (E)WDW11.5SF (E)WDW11.5SF (E)WDW11.5SFDEMO 2.5 SFDEMO 44 SF OF ENTRY WALL AREA(E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13%(E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0" ADDITIONADDITION ADDITION 34'- 8" profile of (E) HOUSE72 miles av.residence210 university ave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence 6'- 9" +/- 21'- 9" +/- 6'- 9" +/- 21'- 9" +/-(e) house (e) house 6'- 9" +/- 21'- 9" +/- (e) house ADDITION 6'- 9" +/- 21'- 9" +/- (e) house 71.5 SF1,167.5SF48 SF127 SF 485 SF 230SF 485 SF 696 SF854 SFIMPERVIOUS AREAS(E)(P)(E) HOUSE1,167.51,294.5FRONT PORCH4848FRONT WALK71.571.5REAR PAVEMENT2,5202,520REMOVED PAVEMENT(854)TOTALS3,8072,953(E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN(E) TOWN STREETTREES TO REMAINAND BE MAINTAINEDBY TOWN55.00'109.82'61.20'110.00'line of sysb line of sysbline of rysbline offysb33'- 5"30" 12"18"12"12"18"12" 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match house porch does not encroach neighbor'S yard NO privatCY IMPACTS match (e) wood wdws w/5" trim provide historic sill nose 46'-3" OVERALL TYP. ALL FLOORS41'-6" TYP. ALL FLOORS30'-0" OVERALL TYP. ALL FLOORSupper bedroomporch does notencroachneighbor'syard.no privacyimapcts6 / 126 / 126 / 126 / 12 4 / 127 / 127 / 12 30" max1'-6" MATCH (E)23'-0"21'-0"6 / 126 / 126 / 126 / 121'-0"(E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"(e) street trees to remain existing street trees to remain 4'- 0" addition PL PL PL PL PL PL REARFRONT SIDE, STREET SIDE, YARD 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS RELOCATE (E) ELEC SERVICE AS REQ'D W 0 4 8 16 100 CLG 2458 2464246424642458 6276 1011 CLGs THRU-OUT 2868 30803068 2868 246424643068 28722872 30xx 2054 205430202468246824582458 24582458 28xx 26xx GAS ELEC W 0 4 8 16 (E) WDW 12 SF (E) DR. 21 SF (E) WDW 6 SF (E) WALL AREA = 219 SF (E) WALL ARE = 291 SF TO DEMO (E) WALL AREA = 0 TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 1.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO 2.5 SF DEMO 44 SF OF ENTRY WALL AREA (E) STREET FACING WALL AREA = 374 SF DEMO 48 SF = 48 SF / 13% (E) WALL AREA TO REMAIN = 326 SF / 87% (E) WDW 17.5 SF (E) WDW 11 SF (E) WDW 11 SF (E) WDW 17.5 SF (E) WDW 21 SF DEMO 15 SF (E) WDW 11.5 SF (E) WALL AREA = 378 SF (E) WALL AREA = 169 SF / 45% TO DEMO (E) WALL AREA = 209 SF / 55% TO REMAIN (E) STRUCTURE TO REMAIN (E) WALL AREA = 467.5 SF (E) WALL ARE = 13.25 SF TO DEMO (E) STREET FACING = 454.25 SF / 97% WALL AREA TO REMAIN (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF (E) WDW 11.5 SF DEMO .5 DEMO 1.5 DEMO 1.5 DEMO 2.75 DEMO 2.75 AS BUILT / DEMO AS BUILT (e) hgt= 17-'0" ADDITIONADDITION ADDITION 34'- 8" profile of (E) HOUSE72 miles av.residence210 university ave garage neighbor house 210 university nbr wdw nbr wdw neighbor fence 6'- 9" +/- 21'- 9" +/- 6'- 9" +/- 21'- 9" +/-(e) house (e) house 6'- 9" +/- 21'- 9" +/- (e) house ADDITION 6'- 9" +/- 21'- 9" +/- (e) house 71.5 SF1,167.5 SF 48 SF 127 SF 485 SF 230SF 485 SF 696 SF854 SF IMPERVIOUS AREAS(E)(P) (E) HOUSE1,167.51,294.5 FRONT PORCH4848 FRONT WALK71.571.5 REAR PAVEMENT2,5202,520 REMOVED PAVEMENT(854) TOTALS3,8072,953 (E) TOWN STREET TREES TO REMAIN AND BE MAINTAINED BY TOWN (E) TOWN STREET TREES TO REMAIN AND BE MAINTAINED BY TOWN 55.00'109.82'61.20'110.00' line of sysb line of sysbline of rysbline offysb33'- 5"30" 12" 18" 12" 12" 18" 12" 4'-0" basement ceiling 1'-0" eave 2'-0" siding and trim to match house porch does not encroach neighbor'S yard NO privatCY IMPACTS match (e) wood wdws w/5" trim provide historic sill nose 46'-3" OVERALL TYP. ALL FLOORS 41'-6" TYP. ALL FLOORS30'-0" OVERALL TYP. ALL FLOORSupper bedroom porch does not encroach neighbor's yard. no privacy imapcts 6 / 12 6 / 12 6 / 12 6 / 12 4 / 12 7 / 127 / 1230" max1'-6" MATCH (E) 23'-0"21'-0"6 / 12 6 / 12 6 / 126 / 121'-0" (E) 42'-6" +/-(E) 30'-0" +/-23'-0"21'-0"(e) street trees to remain existing street trees to remain 4'- 0" addition SHEWEY RESIDENCEREMODEL & ADDITION202 UNIVERSITY AV.07.30.21 O6.28.21 ab/d-1 as built / demo 1/4" = 1'-0" LEGEND (E) WALL TO REMAIN WALL AREA TO BE REMOVED WALL AREA TO REMAIN (E) INTERIOR WALL TO BE REMOVED (E) EXTERIOR WALL TO BE REMOVED totals TOTAL (E) WALL = 1510.5 TOTAL DEMO = 521.25 / 35% 30% OF TOTAL DEMO TAKES PLACE AT NON STREET FACING WALLS shadow study not to scale north / side 1/8" = 1'-0" west / front 1/8" = 1'-0" south / side 1/8" = 1'-0" east / rear 1/8" = 1'-0" floor plan 1/4" = 1'-0"