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HomeMy WebLinkAbout3.2E Item 3.2 TOWN OF LOS ALTOS HILLS January 7, 2010 Staff Report to the Planning Commission RE: SITE DEVELOPMENT PERMIT FOR A 1,858 SQUARE FOOT BUNKER AND A 210 SQUARE FOOT LOWER FLOOR ADDITION; LANDS OF LARSON; 24044 OAK KNOLL CIRCLE; FILE #241-08-ZP-SD-GD FROM: Brian Froelich, AICP, Associate Planner APPROVED BY: Debbie Pedro, AICP, Planning Director RECOMMENDATION: That the Planning Commission: Approve the requested Site Development Permit for the proposed addition, subject to the recommended conditions of approval in Attachment 1. BACKGROUND The subject property is located on the north side of Oak Knoll Circle. The existing residence was built in 1999. The surrounding uses consist solely of subdivided lots developed with single family residences. The applicant proposes a 1,858 square foot bunker located primarily below the existing driveway. The bunker includes an adjacent walkout 312 square foot lightwell. The proposal also includes a 210 square foot addition to the lower floor and modifications to exterior decks. CODE REQUIREMENTS The proposal requires Planning Commission review per Section 10-1.208 (Basements) of the Zoning Ordinance. The Planning Commission must review all applications for bunkers. Bunkers can be approved when the Planning Commission finds that such structures do not encroach in setbacks, are a minimum of eighteen (18) inches below natural grade,are wholly underground except for required exiting, lighting and ventilation and are counted as development area except when placed under a surface already counted as development area (Basement Ordinance - Attachment 5). DISCUSSION Site Data: Gross Lot Area 1.16 acres Net Lot Area: 1.16 acres Average Slope: 18.2% Lot Unit Factor: 0.96 Staff Report to the Planning Commission Lands of Larson 24044 Oak Knoll Circle January 7, 2010 Page 2 of 8 Floor Area and Development Area: Area (sgft) Maximum Existing Development 11,448 8,249 Floor 5,366 5,151 Bunker Proposed Increase 9,656 1,407 5,361 210 (1,858) Remaining 1,792 5 The proposed 1,858 square foot bunker will be located below grade and under the driveway to the north of the existing residence. The bunker complies with setback requirements and is exempt from being counted as floor area because of the below grade design. The bunker can be accessed via a proposed interior stairway from the lower level of the existing residence or from a proposed exterior stairway down to the proposed lightwell. The interior of the bunker contains a 792 square foot recreation room, a full bathroom, wine room, utility closet, and the remaining area will be non -habitable storage space. The non - habitable space will be limited with regard to heating -and electrical installations relative to Building Code requirements. Any future conversion would necessitate egress, light, ventilation, and an approved Building Permit. The 210 square foot addition on the lower floor level serves as an addition to an existing media room and facilitates a stairway access to the proposed bunker. Grading Total grading quantities for this project include: • 1,320 cubic yards of cut • 160 cubic yards of fill • 1,160 cubic yards to be exported The total grading quantities include trenching for a new and relocated sewer lateral. The Engineering Department has reviewed the proposed grading plan and concluded that it is in conformance with the Town's Grading Policy. Outdoor Lighting The applicant is proposing new exterior, building mounted lighting with the project. The quantity, type, and location of the proposed fixtures are compliant with the Town's Lighting Policy. I Staff Report to the Planning Commission Lands of Larson 24044 Oak Knoll Circle January 7, 2010 Page 3 of 8 Existing Trees & Landscaping Landscaping on the property primarily consists of shrubs and small trees near the existing residence. The site does not contain any heritage oak trees. Removal of existing vegetation should be minimal because the primary area of proposed work is below the driveway. It is not anticipated that landscape screening will be a major issue due to the below grade nature of the project, however, recommended condition #4 allows Planning staff to require landscape screening if determined necessary. Drainage The proposed storm drainage system for the bunker consists of a perimeter foundation subdrain. The subdrain connects to two (2), four (4) inch solid drain pipes. The four inch pipes join with a six (6) inch pipe which releases down slope into a gravel basin (noted "seepage pit" plan sheet C-2). The applicant has provided hydrology calculations and the post development storm water drainage will not result in a net increase in runoff. Neighbor Concerns To date, staff has not received any neighbor comments. Long term visual impacts from offsite resulting from the project should be minimal. Fire Department Review The Santa Clara County Fire Department has reviewed the proposal and is requiring a fire sprinkler system throughout all portions of the bunker and the existing residence. (Fire Department letter -Attachment 2) Geotechnical Review The Town's geotechnical consultant Cotton, Shires & Associates, Inc. has reviewed the Geotechnical Investigation reports prepared by PG Soils Inc. dated July 1, 2008 and updated on November 23, 2009 and generally concurs with the findings and geotechnical recommendations. Cotton, Shires & Associates recommends standard conditions 5 a & b. The complete peer review letter is located in Attachment 3. Committee Review The Environmental Design and Protection Committee did not have any comments on the proposal. (Attachment 5) The Pathways Committee has voted unanimously that the existing pathway along Oak Knoll Circle be restored along the frontage of the subject property. (Condition # 12) Staff Report to the Planning Commission Lands of Larson 24044 Oak Knoll Circle January 7, 2010 Page 4 of 8 CEQA STATUS The project is categorically exempt under CEQA per Sections 15301 & 15304. ATTACHMENTS 1. Recommended Conditions of Approval 2. Recommendations from Santa Clara County Fire Department dated September 19, 2008 3. Recommendations from Cotton, Shires, and Associates dated December 11, 2009 4. Comments from Environmental Design and Protection Committee dated October 10, 2008 5. Basement Ordinance Section 10-1.208 6. Worksheet #2 7. Development plans (Commission only) Staff Report to the Planning Commission Lands of Larson 24044 Oak Knoll Circle January 7, 2010 Page 5 of 8 ATTACHMENT 1 RECOMMENDED CONDITIONS FOR A SITE DEVELOPMENT PERMIT FOR A BUNKER AND LOWER FLOOR ADDITION LANDS OF LARSON, 24044 OAK KNOLL CIRCLE File # 241-08-ZP-SD-GD PLANNING DEPARTMENT: 1. No other modifications to the approved plans are allowed except as otherwise first reviewed and approved by the Planning Director or the Planning Commission, depending on the scope of the changes. 2. Additional landscaping may be required. Staff will visit the site prior to final inspection to determine if any additional plantings will be needed for screening or to restore areas disturbed by grading or construction. All landscaping required for screening purposes or for erosion control (as determined by the City Engineer) must be installed prior to final inspection. Prior to requesting the foundation inspection, a registered civil engineer or licensed land surveyor shall certify in writing and state that "the location of the bunker are no less than 40' from the front property line and 30 "from the side and rear property lines." The applicant shall submit the stamped and signed letter to the Planning Department prior to requesting a foundation inspection and prior to final inspection. 4. Outdoor lighting is approved as shown on the approved .plans. Light fixtures shall match or be equivalent models as the type submitted with the application. Any additional outdoor lighting or changes to the approved fixtures shall be reviewed and approved by the Planning Department prior to installation. 5. The areas within the bunker that are designated as non -habitable storage areas shall not be conditioned, heated, or used for human habitation. The non -habitable space will require egress, light, ventilation, and an approved Building Permit if it is to be converted or used as habitable space. ENGINEERING DEPARTMENT: 6. As recommended by Cotton, Shires & Associates, Inc., in the letter dated December 11, 2009, the applicant shall comply with the following: a. Geotechnical Plan Review — The Project Geotechnical Consultant shall review and approve all geotechnical aspects of the project Staff Report to the Planning Conunission Lands of Larson 24044 Oak Knoll Circle January 7, 2010 Page 6 of 8 building and grading plans (i.e., site preparation and grading, site drainage improvements and design parameters for foundations, shoring, retaining walls and driveway) to ensure that their recommendations have been properly incorporated. The consultants shall specifically evaluate and approve geotechnical aspects of shoring design for the project. The results of the plan review shall be summarized by the geotechnical consultant in a letter and submitted to the Town Engineer with the acceptance of plans for building plan check. b. Geotechnical Construction Inspections — The geotechnical consultant shall inspect, test (as needed), and approve all geotechnical aspects of the project construction. The inspections shall include, but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage improvements, installation of shoring, and excavations for foundations and retaining walls prior to the placement of steel and concrete. The results of these inspections and the as -built conditions of the project shall be described by the geotechnical consultant in a letter and submitted to the Town Engineer for review prior to final inspection. 7. Final drainage and grading shall be inspected by the Engineering Department and any deficiencies corrected to the satisfaction of the Engineering Department prior to final inspection. A final letter shall be submitted from the project engineer stating that the site drainage was constructed in conformance with the approved plans and recommendations prior to final inspection. 8. Any, and all, changes to the approved grading and drainage plan shall first be approved by the Town Engineering Department. No grading shall take place during the grading moratorium (October 15 to April 15) except with prior approval from the City Engineer. No grading shall take place within ten feet of any property line. 9. All public utility services serving this property shall be placed underground. The applicant should contact PG&E immediately after issuance of building permit to start the application process for undergrounding utilities which can take up to 6-8 months_ 10. Two copies of an erosion and sediment control plan shall be submitted for review and approval by the Engineering Department prior to acceptance of plans for building plan check. The contractor and the property owner shall comply with all appropriate requirements of the Town's NPDES permit relative to grading and Staff Report to the Planning Commission Lands of Larson 24044 Oak Knoll Circle January 7, 2010 Page 7 of 8 erosion/sediment control. All areas on the site that have the native soil disturbed shall be protected for erosion control during the rainy season and shall be replanted prior to final inspection. 11. The property owner shall inform the Town of any damage and shall repair any damage caused by the construction of the project to pathways, private driveways, and public and private roadways, prior to final inspection and release of occupancy permits and shall provide the Town with photographs of the existing conditions of the roadways and pathways prior to acceptance of plans for building plan check. 12. Two copies of a grading and construction operation plan shall be submitted by the property owner for review and approval by the City Engineer and Planning Director prior to acceptance of plans for building plan check. The grading/construction operation plan shall address truck traffic issues regarding dust, noise, and vehicular and pedestrian traffic safety on Oak Knoll Circle and surrounding roadways; storage of construction materials; placement of sanitary facilities; parking for construction vehicles; and parking for construction personnel. A debris box (trash dumpster) shall be placed on site for collection of construction debris. Arrangements must be made with the GreenWaste Recovery, Inc. for the debris box, since they have a franchise with the Town and no other hauler is allowed within the Town limits. 13. The property owner shall restore the existing type 2B pathway along Altamont Road to the satisfaction of the Engineering Department prior to final inspection. FIRE DEPARTMENT: 14. An automatic residential fire sprinkler system approved by the Santa Clara County Fire Department shall be included in all portions of the bunker and existing building. Three sets of plans prepared by a sprinkler contractor shall be submitted to the Santa Clara County Fire Department (14700 Winchester Blvd., Los Gatos, CA 95032) for review and approval. The sprinklers shall be inspected and approved by the Fire Department, prior to final inspection and occupancy of the new residence. 15. Approved numbers or addresses shall be placed in a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast from their background. CONDITION NUMBERS 6 a, 10, 11, and 12 SHALL BE COMPLETED AND SIGNED OFF BY THE ENGINEERING DEPARTMENT PRIOR TO ACCEPTANCE OF CONSTRUCTION PLANS FOR PLAN CHECK BY THE BUILDING DEPARTMENT. Staff Report to the Planning Commission Lands of Larson 24044 Oak Knoll Circle January 7, 2010 Page 8 of 8 Project approval may be appealed if done so in writing within 22 days of the date of this notice. The building permit cannot be issued until the appeal period has lapsed. Following this approval, the applicant may submit construction plans to the Building Department after January 29, 2010 provided the applicant has completed all conditions of approval required prior to acceptance of plans for building plan check. Upon completion of the construction, a final inspection shall be set with the Planning and Engineering Departments at least two weeks prior to anticipated final building inspection approval. NOTE: The Site Development permit is valid for one year from the approval date (until January 7, 2011). All required building permits must be obtained within that year and work on items not requiring a building permit shall be commenced within one year and completed within two years. FIRE. . ,e COURTESY 6 SERVICE S-ANTA CL ARA COUNT' 14700 Winchester Blvd., Los Gatos, CA 95032-1818 (408) 378-4010 m (408) 378-9342 (fax) a www.sccfd.org DEVELOPMENT REVIEW COMMENTS CODE/SEC. I SHEET I NO.I REQUIREMENT CFC Sec. 508.3, per Appendix B CFC Sec. 903.2, as adopted and amended by LAHMC Attachment 2 f°�ernncion�� Internationally Accredited Agency PLAN REVIEW NUMBER 0 8 2 7 0 6 BLDG PERMIT NUMBER FILENUMBER 241-08-2:P-SD.GD Proposed 1,228 square foot addition (including new basement -level 3 -car garage) to an exisitng 5,151 square foot two-story single-family residence with attached garage. Review of this Developmental proposal is limited to acceptability of site access and water supply as they pertain to fire department operations, and shall not be construed as a substitute for formal plan review to determine compliance with adopted model codes. Prior to performing any work the applicant shall make application to, and receive from, the Building Department all applicable construction permits. Required Fire Flow: The fire flow for this project is 1,500 gpm at 20 psi residual pressure. The adjusted fire flow is not available from area water mains and fire hydrant(s) which are spaced at the required spacing. Fire Sprinklers Required: Approved automatic sprinklers are required in all new and existing modified buildings when gross floor area exceeds 3,600 square feet or that are 3 or more stories in height. Exception:One-time additions to existing buildings made after 01 / 01 / 2008 that do not exceed 500 gross square feet.An automatic sprinkler system shall be provided throughout all existing buildings located in the designated Wildland-Urban Interface area when modifications are made that increase the gross floor area. 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. City PLANS SPECS NEW RMDL AS LAH ® ❑ ❑ ® ❑ OCCUPANCY R-3, U CONST. TYPE V -B ApplicantName JF BUILDING DESIGN DATE 9/19/2008 PAGE 1 OF 2 SEC./FLOOR AREA LOAD DESCRIPTION BY 2 story + bsmt 1228 sf addn Residential Development Harding, Doug NAME OF PROJECT LOCATION SFR - LARSON 24044 Oak Knoll Cr Organized as the Santa Clara County Central Fire Protection District Serving Santa Clara County and the communities of Campbell, Cupertino, Los Altos, Los Altos Hills, Los Gatos, Monte Sereno, Morgan Hill, and Saratoga FH;u2i DEPARTMENT SANTPAL CLARA COUNTY 14700 Winchester Blvd., Los Gatos, CA 95032-1818 (408) 378-4010 • (408) 378-9342 (fax) • www.sccfd.org DEVELOPMENT REVIEW (--'OMMENT S CODE/SEC. I SHEET I NO.I REQUIREMENT 'C Sec. 3 l�rernariot`' Internationally Accredited Agency PLAN REVIEW NUMBER 0 8 2706 BLDG PERMIT NUMBER FILENUMBER 241-08-ZP-SD-GD Premises Identification: Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. To prevent plan review and inspection delays, the above noted Developmental Review Conditions shall be addressed as "notes" on all pending and future plan submittals and any referenced diagrams to be reproduced onto the future plan submittal. �ny Mu Nb grecs New MMU AS �H ® ❑ ❑ ® ❑ UCCUPANCY R-3, U CONST. TYPE V -B ApplicantNarn JF BUILDING DESIGN DATE 9/19/2008 PAGE 2 OF 2 ,./FLOORAREA LOAD DESCRIPTION BY tory + bsmt 1228 sf addn Residential Development Harding, Doug IME OF PROJECT LOCATION SFR - LARSON 124044 Oak Knoll Cr Organized as the Santa Clara County Central Fire Protection District Serving Santa Clara County and the communities of Campbell, Cupertino, Los Altos, Los Altos Hills, Los Gatos, Monte Sereno, Morgan Hill, and Saratoga 'rA64 COTTON, SHIRES AND ASSOCIATES, INC. CONSULTING ENGINEERS AND GEOLOGISTS TO: Brian Froelich Planning Department TOWN OF LOS ALTOS HILLS 26379 Fremont Road Los Altos Hills, California 94022 SUBJECT: Supplemental Geotechnical. Peer Review RE: Larson, Proposed Addition and Subgrade Bunker #241-08-ZP-SD-GD 24044 Oak Knoll Circle Attaclurlent 3 December 11, 2009 L0268A At your request, we have completed a supplemental geotechnical peer review of the subject application using: • Supplemental Geotechnical Investigation — Underground Bunker (report) prepared by PG Soils, dated November 23, 2009; ® Site Plan and Architectural Drawings ' (11 sheets, various scales) prepared by JF Building Design, dated November 11, 2009; • Topographical Plan and Grading & Drainage Plan (3 sheets, various scales) prepared by JKL Associates, dated October 1, 2009; and ® A Geotechnical Investigation for the Proposed Garage on the Larson Property, 24044 Oak Knoll Circle (report) prepared by PG Soils, dated July 1, 2008. In addition, we have. reviewed pertinent. maps and earlier project documents from our office files. DISCUSSION The applicant proposes to construct a subsurface bunker immediately adjoining the northern side of the residence, a relatively small lower floor addition between a portion of the existing residence and the bunker, and a sunken terrace at the northeastern comer of the existing house. Provided estimates_ of project grading include 1,320 cubic yards of excavation and 160 cubic yards of fill placement. After bunker construction., we understand that driveway access to the existing garage will be re- established over the top of the bunker. Northern California Office 330 Village Lane Los Gatos, CA 95030-7218 (408) 354-5542 o Fax (408) 354-1852 www.cottonshires.com Central California Office 6417 Dogtown Road San Andreas, CA 95249-9640 (209) 736-4252 o Fax (209) 736-1212 Brian Froelich December 11, 2009 Page 2 L0268A In our previous geotechnical peer review regarding the subject property (dated October 8, 2008), we evaluated proposed construction of a basement garage located beneath the existing garage. We recommended that several supplemental evaluations be completed by the Project Geotechnical Consultant prior to geotechnical approval of building permits. We noted that the construction site was located approximately 150 feet north of a potentially active fault trace accurately located during subdivision -level geologic and geotechnical investigation. CONCLUSIONS AND RECOMMENDED ACTION Proposed project construction is constrained by existing fill materials, potentially expansive earth materials, and the potential for seasonally elevated groundwater conditions. T'he referenced Supplemental Geotechnical Investigation prepared by PG Soils addresses the design questions of our previous peer review and provides supplemental recommendations for the currently proposed bunker and additions. Appropriate shoring design should be utilized to avoid adverse impacts to the residence. Given the depth of shoring piers currently recommended by the Project Geotechnical Consultant, there is significant potential for encountering groundwater during or after project construction of the bunker. PG Soils has indicated that a drainage system with sump should be sufficient to address water seepage at the base of the bunker floor. The applicant should be aware that if the final backdrain systems around and beneath the bunker are to be connected to a sump, that the associated pump may run for extended periods of time. We suggest that the potential feasibility of gravity drainage for bunker subdrain systems be considered during preparation of final construction plans. Given the above, we do not have further comments or objections to recommended geotechnical design criteria for the proposed project. We recommend that the following conditions be attached to geotechnical approval of permit applications: 1. Geotechnical Plan Review — The Project Geotechnical Consultant should review and approve all geotechnical aspects of the project building and grading plans (i.e., site preparation and grading, site drainage improvements and design parameters for foundations, shoring, retaining walls and driveway) to ensure that their recommendations have been properly incorporated. The consultants should specifically evaluate and approve geotechnical aspects of shoring design for the project. The results of the plan review should be summarized by the geotechnical consultant in a letter and submitted to the Town Engineer along with other documentation for building permit plan -check. COTTON, SHIRES AND ASSOCIATES, INC. Brian Froelich Page 3 December 11, 2009 L0268A 2. Geotechnical Construction Inspections — The geotechnical consultant should inspect, test (as needed), and approve all geotechnical aspects of the project construction. The inspections should include, but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage improvements, installation of shoring, and excavations for foundations and retaining walls prior to the placement of steel and concrete. The results of these inspections and the as -built conditions of the project should be described by the geotechnical consultant in a letter and submitted to the Town Engineer for review prior to final (granting of occupancy) project approval. LIMITATIONS This supplemental geotechnical peer review has been performed to provide technical advice to assist the Town with discretionary permit decisions. Our services have been limited to review of the documents previously identified, and a visual review of the property. Our opinions and conclusions are made in accordance with generally accepted principles and practices of the geotechnical profession. This warranty is in lieu of all other warranties, either expressed or implied. TS:DTS:kd Respectfully submitted, COTTON, SHIRES AND ASSOCIATES, INC. TOWN GEOTECHNICAL CONSULTANT Ted Sayre Principal Engineering Geologist GEG.1795 n !, David T. Schrier Principal Geotechnical Engineer GE 2334 COTTON, SHIRES ANIS ASSOCIATES, INC. Environmental D --.un and Protection Committee L�� Attachment 4 Landsoapefflardsoalne Evaluation REOUVED Reviewed 0 C � "DOS �: C ��1 : .f� Date idly /as � 1 Applicant BOViN OF LOS ALB JS HILLS Name ( -AIC S ON Address Mitigation: Creeks, drainage, easements: Planting Plan: Significant issues/comments: /k"� , - TOWN OF LOS ALTOS HILLS 26379 Fremont Road Los Altos Hills, CA 94022 Phone: (650) 941-7222 www.losaltoshills.ca.gov Sec. 10-1.208 Basement "Basement" shall mean a floor level, or portions thereof, which has: (1) all portions directly below a building; and Attachment 5 MS -40S HILLS 0 CALIFORNIA Effective Date: 9/1/06 (2) the finished floor elevation of the building level above shall not be greater than twenty- eight (28") inches above the adjoining natural or finished grade, whichever is lower; and (3) have at least 3 sides, or at least 75% of its perimeter length wholly underground. That side of the basement not wholly underground shall not be located on any side of a lot abutting one side of a road_ Daylighted basements shall comply with all height and setback requirements of this ordinance. Basements including cellars and bunkers, which are not located within the footprint of the building above, may be permitted by the Planning Commission when it finds that such structures do not encroach in setbacks; are a minimum of 18 inches below natural grade, are wholly underground except for required exiting, lighting and ventilation and are counted as development area except when placed under a surface already counted as development area. Note: Daylighted basements shall comply with the Town's gradingpolicy. The Grading Policy is used by staff in evaluating and making recommendationsm to the Planning Connission and/or City Council regarding site development applications, and as guidance for applicants. Individual sites may dictate a need to deviate from the criteria, to the extent permitted by the Planning Commission and/or City Council. Floor Area Definition "Floor area" shall mean the gross horizontal area of the several floors of all buildings, including garage space and carport space, measured to the outside of exterior walls. Floor area is counted twice when the vertical distance between the upper surface of the floor, and the upper surface of the floor or the underside of the roof directly above it, is greater than seventeen (17') feet. That portion of an attic is considered floor area when the distance between the upper surface of the attic floor and the underside of the roof above it is seven (T) feet in height. For the purposes of this definition, all attic spaces are considered to have floor surfaces. Area meeting the definition of a basement is exempted from floor area. (Effective date: March 7, 2002) Policy: Basement Ordinance Page 2 ci TOWN OF LOS ALTOS BILLS PLANNING DEPARTMENT 26379 Fremont Road . Los Altos Hills, California 94022 0 (650) 941-7222 - FAX (650) 941-3160 WORKSHEET #2 EXISTING AND PROPOSED DEVELOPMENT AREA AND FLOOR AREA TURN IN WIM YOUR APPLICATION,' PROPERTY OWNER'S NAME PROPERTY ADDRESS Z tj DIY CALCULATED BY DATE 1. DEVELOPMENT AREA Existing 2nd Floor (SQUARE FOOTAGE) Attic and Basement A. House and Garage (from Part 3. A.) SI 5/ B. Decking: Jp C. Driveway and Parking Attic and Basement (Measured 100' along centerline) Z ? y� D. Patios and Walkways E. Tennis Court V&4t;W - I F. Peel --ate Decking G. Accessory Buildings (from Part B) H. Any other coverage064— v ve TOTAL S Maximum Development Area Allowed - MDA (from Worksheet 41 2. TOTAL Il"ERVIOUS SURFACE Existing (SQUARE FOOTAGE) TOTALS 3. FLOOR AREA (SQUARE FOOTAGE) A. House and Garage a. 1st Floor b. 2nd Floor C. Attic and Basement d. Garage B. Accessory Buildings a. 1st Floor b. 2nd Floor C. Attic and Basement TOTALS Proposed (Additions/Deletions) 210 (02s/Z2.0 Z69'�/zsy� — 32 L130 R Attaclunent 6 Total s3(1 57-�- 96�G (1 �1y8 Proposed Total Existing Proposed (A dd iti on s/D el eti ons) �S`-/ 210 (I S�Sg Z 7,57 s1sr Maximum Floor Area Allowed - MFA (from Worksheet #1) TOWN USE ONLY I CHECKED BY I DATE Total 3612- 7q Y 2- 7qY US - 5351 S"3G6