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HomeMy WebLinkAbout36707-Z ���tl4F0(�coG� Town of Southold Annex 12/11/2012 P.O.Box 1179 a 54375 Main Road co oy • Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36080 Date: 12/3/2012 THIS CERTIFIES that the building OTHER Location of Property: Off East End Rd,Fishers Island, SCTM#: 473889 See/Block/Lot: 11.4-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/22/2011 pursuant to which Building Permit No. 36707 dated 9/23/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: existing one family dwelling relocated with new foundation as applied for per ZBA#6494 dated 9/15/11. The certificate is issued to William Boswell&Ors. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0051 4/17/12 ELECTRICAL CERTIFICATE NO. 36707 12/10/12 PLUMBERS CERTIFICATION DATED 4/16/12 12 Glenn Gello A tize Signat re TOWN OF SOUTHOLD ,srg11FF0(,�co('y BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36707 Date: ,9/23/2011 / Permission is hereby granted to: Harvey Il, Alexander.& Boswell, William 7300 Brightside Rd Baltimore, MD 21212 To: relocate dwelling away from bluff with new foundation per has ZBA#6494 and Trustees permit as applied for, S.C. Health required before CO. At premises located at: . Off East End Rd, Fishers Island SCTM # 473889 Sec/Block/Lot#.11.-1-1.2 Pursuant to application dated 9/22/2011 and approved by the Building Inspector. To expire on 3/24/2013. Fees: FOUNDATIONS UNDER EXISTING BUILDINGS $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This-application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. . 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance-from architect or engineer responsible for.the building.. .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings'and"Pre-existing" land uses: 1. Accurate survey.of property showing all property lines,streets,building and unusual natural or topographic features. 2_ A properly completed application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling.$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00,Businesses$50.00_ 2. Certificate of Occupancy on Pre-.existing Building- $100.00 3. Copy of Certificate of.Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial $15.00 Date. W New.Construction: Old or Pre-existing Building: ' ( heck one) Location of Property: House 116. Street Hamlet 0wner or Owners of Property: Suffolk County Tax Map No 1000, Section J! Block Lot I a Subdivision Filed Map. Lot: Permit No. (0 17.0 )7 Date of Permit.-9-,;2 " j� Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / for: Temporary Certificate Final e V Request p ry 1 C Certificate:' (ch e) Fee Submitted: Applicant Signature pF SOUryplo� Town Hall Annex Telephone(631)765-1802 54375 Main Road �� Fax(631)765-9502 P.O.Box 1179 roger.richert(�_town.southold.ny.us Southold,NY 11971-0959 mac` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Harvey&Boswell Address: off East End Rd City: Fishers Island St: . NY Zip: 6390 Building Permit#: 36707 Section: 11 Block: 1 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z&S Contracting Inc License No: 4798-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: move dwelling, new 200a underground service Notes: Inspector Signature: ,tom Date: Dec 10 2012 81-Cert Electrical Compliance FormAs TEL. 765-1802 ' TOWN OF SOUTHOLD o �4 OFFICE OF BUILDING INSPECTOR � . P.O. BOX'728 _v ` TOWN HALL. SOiTI'HOL.D, N.Y. I I971 C E R T I F" I C. A-.T. I o N, .. ®ate Funding Permit No. -36�7 7o_7 1 . (please print) (please print) I .certify that the solder used in the water supply system contains less '"than 2/10 of 10 ,lead. Apjugnber °s signature) Sworn to befor8 me this 4—day of ! - otary •Public ' Otarry -Public, &Ai3L_e County KARLA S.HEATH - NOTARY PUBLIC,STATE OF NEW YORK NO.01 HE6222563• QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 05/24/2014 3&7 fQ OOf SODjy�! — 7 o cOUNI`!, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I "'ULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE © INSPECTOR FIELD INSPECTION REPORT DATE MMENTS FOUNDATION(1ST) � FOUNDATION(2ND) ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE C� FINAL ADDITIONAL COMMENTS z rn • M e -o. TOWN-OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined L ,20/�_ Storm-Water Assessment Form Contact: Approved 2- ,204— Mail to: Disapproved a/c Phone: Expiration ,� 2- ,20_1�3 Building Inspector LICATION FOR BUILDING PERMIT EEP 2011 Date "/�' 2Z , 20 LDG.DEPT. INSTRUCTIONS N OF SOUTHOLD e comp etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue.a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,ho g code, an regulations, and to admit authorized inspectors on premises and in building for necessary inspections. _ (Signature of appli t or n me,if a corporation) ���bzv �1cr/r Dor� >0-1 o/d /Vy- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises L11Ke go6wat qiqGz D YS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) `�' � °tn -�' �) FIT. s� n1 p o(�r- c Builders License No. ro cn-_s �v�(le / � Plumbers License No. Electricians License No. 6 i o — 9 T�r 10 2© Other Trade's License No. 1. Location of land on wh' h proposed w k wi be done: ® Air-�ioie M G,4�3�/� House Number StreetHamlet County Tax Map No. 1000 Section L/ Block; -Lot Subdivision Filed Map No: ; ` y Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy oll -6-z b. Intended use and occupancy /140ve. qu>o' &�Vaz /�7-le /Offl 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other r Work ) ' (Description) 4. Estimated Cost, B o-o Fee / (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor / If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 1 � Rear �9> Depth Height Number of Stories y�Dimensions of same structure with alterations or additions: Front �(7 � Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front y3�b J� Rear Depth 10.Date of Purchase t q3d s Name of Former Owner Sa-1Ae_ 11. Zone or use district in which premises are situated X' boo 12.Does proposed construction violate any zoning law, ordinance or regulation?YES Noy 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF���� C!i �cLQ c . being duly sworn,deposes and says that(s)he is the applicant (Name of individual sign ng contract)above named, (S)He is the (Contractor,Age ,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swapi to before me th' day o 20_/L KINS a,Public Notary Public,State of New York 7, Signature of Applicant No.01 PE6130636 Qualified in Suffolk Cou Commission Expires July 18-� il:�l..°++1�♦♦°j '•.:;• `iejF1 eePriy k... .: ", ,'10♦PPPP�._w ;... .... -5��,,1111'PPPo� ,' _,,::.,f119•4�P•- VI. ...'•toff+ ♦ri ,f�'•P 1'0 1 ip11iP 1�/ro Y. +. ,.,`1pN l//fir ,,,•C�ypQ101 �l pPr� 1`p11QQ / /rp /i0l11�/1 4°0/j� '` fdy11N e1ICP��r ++,.,,q 1111 009%jar } E4 �x. e.:5"S:.•4.,_kU°X'T�C�'.-'.:4x.N"6Y+'ilWfn1'.t�.,.k4'lW.rt.E? "!G''�d4.v "ffJ,.r.4�,-!>L,.:.,..f54'�kk.4..,;f:�G:kwS!'.,5,:1 �'s.1�S,:;n?�PT.l6 -;a.'T..l, l.'. ''/.4+54"t!':' .'S.S{ILA.k°£.'E".'1�.!'4TA.�2:5'T".<3s4,.T37t"e�,.'�'�1.!L+.�k.<t. 55 r f BOARD OF SOUTHOLD TOWN TRUSTEES �'1r111 SOUTHOLD,NEW YORK call{ PERMIT NO. 7613 DATE: AUGUST 24, 2011 1 ISSUED TO: WILLIAM L. BOSWELL & OTHERS ; PROPERTY ADDRESS: OLD MALLORY RD.,FISHERS ISLAND SCTM#11-1-12 r 3 °wcl• AUTHORIZATION h ` l Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Au ust 24,2011 in consideration of application fee in the sum of$250.00 paid by William L.Boswell&Others and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees ' authorizes and permits the following: t` 5� Wetland Permit to relocate the existing dwelling from 8' to 461 from the top of the bluff; install d 'l, rywells; abandon and install new sanitary system; and install new gravel 31 driveway and parking area, and as depicted on the site plan prepared by Richard H. ` Strouse last dated June 21 2011 and stamped approved August 24 2011. P PP on g IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ==• and these resents to be subscribed b a majority of the said Board as of this date. P Y J h' `• '= tiI�i 1 Q,1UE FQ f i �1✓ii r + r. a/f/ NHi° '`:�r/l/ Ill�i° ,: °:e/ll 111ii' , \''rs/I I\s° - ,•�/ 1p1 V/ 1 pi�'t�"'�ns,,,m! /I 1� :::e11 f.<.:: -,'a,. rP♦e,A .,,�.'' _ .yre{i ele::•- ,::�' ' ::e�„Ie1QP :r�" - -�0�a:::`+�Q�'� -..':' irlPll IN+e 'ri IP 1111. r-"_ James F.King,President �*�� S�UTy� Town Hall Annex Bob Ghosio,Jr.,Vice-President ti0 lQ 54375 Main Road Jr[ P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Michael J.DominoQ Telephone(631)765-1892 � �DUM`{,�c� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0751 C Date May 22,2012 THIS CERTIFIES that the relocation of the existing dwelling from 8' to 46' from the top of the bluff-, drywells• new sanitary system; and new gravel driveway and parking area At Old Mallory Rd., Fishers Island Suffolk County Tax Map#11-1-12 Conforms to the application for Trustees Permit heretofore filed in this office Dated 7/7/11 pursuant to which Trustees Wetland Permit#7613 was issued on 8/24/1 land conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for The relocation of the existing dwelling_frorn 8' to 46' from the ton of the bluff, drywells;new sanitary system; and new gravel driveway and parking area. The certificate is issued to WILLIAM L. BOSWELL&OTHERS owners of the Aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY 0 Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 -Fax: (631)444-0360 NOW Website: www.dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Luke Boswell July 19, 201.1 5815 Graves Lake Drive Cincinnati, OH 45243 Re: Application #1-4738-04055/00001 Boswell Property, East End Road, Fishers Island SCTM #1000-11-1-12 Dear Mr. Boswell: Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the top of bluff, as shown on the survey prepared by Richard Strouse dated June 17, 2011,is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all.precautions are taken to prevent any sedimentation or disturbance within Article'25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of.obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark Carrara Permit Administrator cc: Inter-Science Research Associates BOH-TW File BOARD MEMBERS Southold Town Hall O�QF SO(/Tyl 53095 Main Road P.O. Box 1179 =Leslie,Zanes Weisman, Chairperson � Q ' Southold,NY 11971-0959 James Dinizio,Jr. t Office Location: Gerard P. Goehringer G Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Ken Schneider l'YCQm�� Southold,NY 11971 http://southoldtown.northfork.ne.t ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 15,2011 ZBA FILE: #6494 NAME OF APPLICANT: William L. Boswell PROPERTY LOCATION: Off East End Road(Old Mallory Road),Fishers Island,NY CTM: 1000-11-1-12 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 19, 2011, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated August 18, 2011, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicant's property is an. irregularly shaped 1.27 acre waterfront parcel in the R-120 Zone. The-northerly lot line measures 438.35 feet along a private ROW named Old Mallory— --- Road, and along an extension of another unnamed 40 foot private ROW. The easterly lot line measures 20 feet. The southerly lot line measures 374.57 feet, and the westerly lot line measures 223.86 feet. The parcel is improved with a single family.dwelling, as shown, along with the site of the proposed relocated dwelling, on the site survey drawn by CME Associates, dated June 17,2011. BASIS OF APPLICATION: Request for Variances from Art.XXII Section 280-116A(1),Art.XXIII Section 280- 124 and the Building Inspector's July 5, 2011 Notice of Disapproval based on an application for building permit to relocate a dwelling,at; 1) less than 100 foot setback from top of bluff,2)less than the minimum code required front yard setback of 50 feet. RELIEF REQUESTED: The Applicant proposes to move and relocate the existing dwelling. The Applicant seeks a variance for a proposed 46 ft. setback from the top of the bluff, and a variance for a proposed 20 ft. front yard setback. ADDITIONAL INFORMATION: The Applicant's property has been subject to significant erosion of the bluff during coastal storms during the past years. As a result, the existing house, built prior to any zoning, has lost considerable seaward facing land, and has now become precariously close to the very edge of the 40 foot bluff. Page 2 of 3—September 15,2011 ZBA File#6494-Boswell CTM: 1000-11-1-12 With any more future bluff erosion the dwelling will start to slide down the steep, unstable embankment. Several letters in support of this application were received from surrounding neighbors. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Sept. 1,2011, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property,an assessment of the character of the neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Applicant's property is surrounded by only three developed parcels which are all accessed by way of a dead end private ROW. Although the ROW is 40 ft. wide, the portion that is paved road is 15-20 ft. wide, and therefore the proposed relocation site will have a greater front yard setback to the road pavement than just the 20 ft. setback as measured to the closest edge of the ROW. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Considering the irregular shape of the Applicant's property, the significant extent of lost waterfront land due to bluff erosion, and the bluff setback now required by Code that did not exist when the parcel was originally developed, the Applicant can not relocate, build or re-build any dwelling without the request for variances. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are substantial. The requested variance for the 46 ft. bluff setback is 54% relief from Code required 100 ft., and the requested variance for a 20 ft. front yard setback is 60% relief from Code required 50 ft. However, the house has existed for may years in it's current size and shape and the applicant cannot move the subject dwelling and keep it in tact without the proposed variances 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The most significant impact to this neighborhood is shoreline erosion caused by coastal storm conditions.The variances granted will allow for the dwelling to be moved to as great a distance as possible away from the top of the bluff. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created, but is attributed to the original irregular lot size, the location of the building site prior to existence of Code, and the long term effects of erosion on the bluff. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the continued use of a relocated single family dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Horning, seconded by Member Weisman (Chairperson), and duly carried, to GRANT,the variance as applied for, and shown on the site survey prepared 06/21/11 by CME Associates. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 'Page 3 of 3—September 15,2011 ZBA File#6494-Boswell CTM: 1000-11-1-12 Vote of the Board: Ayes:Members Weisman(Chhairperson), Goehringer, Schneider, Horning. (Absent was:Member Dinizio) This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing //� /2011 MARTIN D.FINNEGAN SCOTT A.RUSSELL TOWN ATTORNEY O� �F SOU�OI Supervisor fi martin. nnegan@town.southold.ny.us Iy JENNIFER ANDALORO . Town Hall Annex, 54375 Route 25 ASSISTANT TOWN ATTORNEY P.O.Box 1179 jennifer.andaloro@town.southold.ny.us G Q Southold,New York 11971-0959 LORI M.HULSE �O�', Telephone(631) 765-1939 ASSISTANT TOWN ATTORNEY 11ou ff Facsimile(631) 765-6639 lori.hulse@town.southold.ny.us OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD TO: Gary Fish, Senior Building Inspector FROM: Lori M. Hulse Assistant Town Attorney DATE: April 29, 2010 RE House on bluff With respect to our earlier conversation, you indicated that you had observed a house on Fisher's Island precariously close to the edge of the bluff. If it is your opinion after inspection that an unsafe condition exists,the owner of the premises must be provided notice pursuant to § 100-6 of the Town Code. If you would like my assistance in drafting the notice, please let me know. Cc: Martin D. Finnegan, Town Attorney CME Associates, Inc. 333 E.River Dr.,Ste.400,E.Hartford,Cr o61o8 Phone:.86o.29o.4ioo Fax:860.290.4114 September 26,2011 Mr.Michael Verity Chief Building Inspector 54375 Route 25 P.O.Box 1179 Southold,NY 11971 Subject: CME Project No.2011808 Harvey Residence,Fishers Island,NY Foundation Plan Dear Mr.Verity: As requested, concerning our proposed foundation plan dated 9/21/2011, we release the drawings for permit and bidding purposes. If you have any question or require additional information,please do not hesitate to contact our office. i 4rof B P.E. Dirctural Engineering Enclosure apj/jmn cc: CME File No.2011808 08"11T, ism CM Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel:(631)788-7857• Fax:(631)788-5600 May 4, 2012 Town of Southold, Building Dept. P. O. Box 1179 Southold,NY 11971-0959 Re: Harvey/Boswell To whom it may concern, Please find enclosed the approved Health Dept. plans for the Harvey residence, permit#36707. Than , kWtk--` - D ECED �1 � Paul Contillo Z & S Contracting, Inc. MAY - 7 2012 BLDG.DEPT. TOWN OF SOUTHOLD O��pF SO(/l�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yCOUNT`I,N BUILDING DEPARTMENT TOWN OF SOUTHOLD May 18, 2012 Alexander Harvey II William Boswell 7300 Brightside Rd Baltimore MD 21212 Re: Off East End Rd, Fishers Island TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. ` Plumbers Solder Certificate. (All permits involving plumbing after 4w84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 36707 — Relocate Dwelling Town Hall Annex a Telephone(631)765-1802 54375 Main Road us ax(631)765 5Q2 P.O.Box 1179 G. Q roger.richert(ahown.soutli0 d.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1 i ` l D Date: Company Name: --- Name: , License No.: 17 _ Address: O b Phone No.: JOBSITE INFORMATION: (Indicates required information) *Name: *Address: Al *Cross Street: *Phone No.: Permit No.: 3 0® rl Tax Map District: 1000 Section: I I Block:�_ Lot: I a *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Qi -1 ca AL e J (Please Circle All That Apply) *Is job ready for inspection: ED/ NO Rough In Final *Do you need a Temp Certificate: YES / VO Temp Information{If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ID 82-Request for Inspection Form 5-�id. 1 S GtjUj'� Y Ut:t�;JJNI MLN f k.),- 1 5 L A N V P 0 N 0 W Fl-`�%Mii_`RF_�.z!PFJNC= E APR 1� por ­nc c-_�wafge dtilspmal-,and wzaef ou3uh? "i"; sp.—d--d andicr ce-,Vfled 0 0 11 5 y .I-.:s Dn'pannient or a"'i— 71:—,Qj und t 1 be saUsfactory FOR A IMAXIINPIWO OF Zo D�Ell­ 0 u Z.9 ITE g �5 NIF KELLY LAND TRUST% Office of wastewaier-Managament BLOCK 34-LOT I u (MUNWAL WATER on SITE SEP"C) NIF NIF F. B. HARVEY. JR. FISHERS ISLAND BLOCK 34-LOT 2 DEVELOPMENT CORP (MUNICIPAL WATER u ON SITE SEPTIC) fROAO (VACANT LAND) LOCATION MAP SCALE 1"=400' (UNIMPROVED 49.gD- '1Z 6 'E 1.)SURVEY MAP PROPOSED BLUFF STABILIZATION PREPARED FUR: DER 5 2500 GAL HARM U&OTHERS BLOCK 35 LOT#I FISHERS ISLAND.NEW YORK DATED: SEPTIC TANK SEPTEMBER 13.1994 REVISED THROUGH 02/23/95 SCALE.1-=20-SHEET I OF 2 By CPK-CHANDLER,PALMER&KING. APPARENT HIGHER 2.)COASTAL.EROSION HAZARD AREAL MAP.TOWN OF SDU7HDLD.SUFFOLK rn HIGH WATER LINE COUNTY.NE YORK.SCALE 1"-200'SHEET 39-Ft OF 49 DATED 08/29/88 2 (NNW) PREPARED By THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL 3 C-TI CONSERVATION. 4'CAST IRON un C=) z 0 z S=MIIE Lu �_6:110� 1.)THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED :5 -B- HEREON.ANY EXTERSON OF THE USE BEYOND THE PURPOSE AGREED To n. 3:: 'AND 0 BETWEEN THE CLIENT THE SURVEYOR EXCEEDS THE SCOPE OF THE Z ENGAGEMENT. 0 HOUSE LOCATED �CH 16.2012 2.)IT IS A VIDLATIO OF DiE STATE EDUCATION LAW FOR ANY PERSON.UNLESS 8 ACTING UNDER THE DIRECTION OF A UCENSM LAND SURVEYOR.TO ALTER AN 9 ITEM IN ANY WAY. Ot 0- Co 3.)ONLY COPIES-OF THIS SURVEY MARKED WITH THE LAND SUR&YOR-S Q 40 A-: SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.)COORDINATE DISTANCES ARE MEASURED FROM U.&COAST AND GEODETIC I I'COPPER Ar SURVEY TRIANGULA71ON STATION WN. WATER S WATER�E 2 40 5)SITE IS IN THE TOWN OF SOU OLD,COUNTY OF SUFFOLK TAX MAP 1000. ABOVE S IS NE Clq cli S&TION Ol I.BLOCK 1.LOT 12.TH N,351.31 AT NO IA-) 6.)TOTAL AREA- 1.27:b ACRES. IN2(22 C.1A ELBOWS STAtl 7.)PORTIO S OF THIS SITE LIE WITHIN FLOOD ZONES VE(EL-15&13)AS ON SEWER UN'E SHOWN ON FIRM.FLOOD INSURANCE RATE MAP SUFFOLK COUNTY.NEW YORK DEED COMMUNITY-.TOWN OF SOUTHOLD UMBM 360813 PANEL 38 OF 1026 MAP UNE SUFFDL K MAP NUMBER 36103CO=MAP REVISED SEPTEMBER 25.2DO9. z AV C61i SEPTIC SYSTEM LOCATION DATA 0 DISTANCE DISTANCE DISTANCE DISTANCE - C7 FROM FROM FROM FROM U) LOCATION LOCATION LOCATION LOCATION _A7 B. C. -D' DESCRIPTION > NIF POINT HOUSE HOUSE HOUSE HOUSE CORNER CORNER CORNER CORNER JOHN F. McGIL.LLAN 1 15.0, 11.67' INLET COVER SEPTIC FANK BLOCK 35-LOT 2 2 21.5' 16too (MIJAMPAL WATER _OUTLET COVER SEPTIC TANK ON SITE_sEpm) if Iz 3 30.0, 24.67' - DRwU_11 4 30.5, 27a5l ORYWELL 12 26.58 DRYWELL#3 1 25.33' 1 25.0'- 4v 117 MAY 7 2012 1 LEGEND N/F NOW OR FOR ERLY STONE RETAIN 4G WALL DA:E: 03/28/20 2 0� STONE WALL BLDG.DEPT. EWC TOWN OF SOUTHOLD SCALE: 1" = 40' WwAm7TR VSALVE QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE SHEET 20 10 0 20 - GPAPHIC SCALE IN FEET 1 OF 1 1 �`• �v'� � #._r r• ,!'�- ��- � sue- — _ mom -r op �•�� //`� ',f- �1/ � ,?�nl _ ash�yy,� '�/;, - i < ' jam', •�� ; ' S2 .� 1A� AP a. t► VA Alt 0 fl�e - 74 ,~ 1, •` TTT • ' � ��� r�-��,r.��j r'vy� ���e ape', �`7�. ,�' i.�`� - � c�� r � ` r lY►, � t t 3 fir. •!�"s• '� f' -dry � { ,+ 7•�' �1 ..�.i •��'l�fif��.- ^:o: it�� �+'� � , 4� >�` � _'aR�R4t'�' ,�.�)3"'e rI.SG :�'La . 21 '-7" 9'-5" - - - - - - - - - - - - - GENERAL NOTES: N0 1 . DIMENSIONS PROVIDED WERE TAKEN BY CME ASSOCIATES INC. ON SEPTEMBER 9 2011 . ALL I DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR BEFORE COMMENCEMENT OF I N I CONSTRUCTION DUE TO LIMITED ACCESS IN SOME AREAS. ° I I T.O.W. 1 16 -5 24 -0 12 -1 24 -0 16 -7 � � � co EL= T.B.D. 1 2. THE EXISTING EXTERIOR DIMENSI NS OF THE FOUNDATION WALL WERE TAKEN FROM THE �a � , ° I T.O.W. OUTSIDE OF THE SLATE VENEER CONCRETE. THE EXTERIOR DIMENSIONS SHOWN ON THE ° ° 1 I T.O.W. EL= T.B.D. FOUNDATION PLAN HAVE BEEN DJUSTED FOR AN ASSUMED SLATE/CONCRETE THICKNESS OF 1 ". ° 1 i - - - - - _ - _ _ _ q - _ _ - _ - _ - - - EL_T.B.D_ ��o� 3. ALL FOOTING EXCAVATIONS SHALL BE TO NATURAL UNDISTURBED SOIL HAVING 1 i T.O.W. I i I _ _ _ _ - - - - 1 ^ I _ _ _ _ _ I APPROX. LOCATION I _ _ I �410 BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. AT FOOTING' LOCATIONS WHERE I UI NSUITABLE I 1 I CL I i OF INT. COLUMNS I- - - - - o'� MATERIAL IS ENCOUNTERED, `EL.= T.B.D. THE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED co 1 I I I I I I I I i I AND FOOTINGS I I " I I QR WITH LEAN CONCRETE OR COMPACTED STRUCTURAL FILL AS FOLLOWS: `� N " _ I _ _ _ I Co v I I I I I I I P - STRUCTRUAL FILL BELOW FOUNDATIONS AND SLAB-ON-GRADE SHALL BE EXCAVATED U Q L _ _ _ _ _ _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _ _ _ _ _ _ _ I I I ON-SITE OR BORROW MATERIAL THAT IS WELL GRADED WITH LESS THAN 15% NON-PLASTIC o ¢ Yo 1 _ _ _ _ _ - - - - - - I � J I [oli � J I a, CMU BLOCKI - - -. - - - - - — i — J L=_ _ _ _ _ _ _ _ _ _ _ _ _ _ J I I RETAINING WALL FINES AND A MAXIMUM PARTICLES SIZE OF 3 INCHES. x ° - - - - - - - - - - - - - - - Q� U o I- I 1 1 _ _ _ _ _ _ _ _ _ _ `-- _ _ L - - - STRUCTURAL FILL SHALL BE PLACED IN MAXIMUM 8 INCH OOSE LIFTS AND SHALL BE > V - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 COMPACTED TO 95% OF IT'S MAXIMUM DRY DENSITY AT -+- - 2� OF OPTIMUM MOISTURE o z _ , CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TES (ASTM D1557). �. ° U j- T.O.W. �2_d - _1 2- I o C 4. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. -rim z EL= T.B.D. 2 CONCR E U BLOCK I I cz FOOTING (TP) FOUNDATION " I I 5. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. ALL WELDED WIRE REINFORCING �' - - - - - - -- - - - - - � ' WALLS - - - - - - iT I SHALL CONFORM TO REQUIREMENTS OF ASTM A185, GRADE 60. 0 o 10" CMU `r 1 I 6. ALL REINFORCING SHALL HAVE A MINIMUM COVER OF 2 INCHES UNLESS OTHERWISE NOTED. SPLICE LENGTHS SHALL BE 30 BAR DIAMETERS UNLESS OTHERWISE NOfiED. WELDED WIRE REINFORCING SHALLco 1 I 1 " I I BLOCK I T.O.W. APPROX. I BE LAPPED A MINIMUM OF TWO GRIDS. I �I I I FOUNDATION EL.= T.B.D. CHIMNEY I I " OCATION k, WALL, - - - - I 7. UPLIFT ANCHOR AT EXISTING TIMBER COLUMNS SHALL BE SIMPSON STRONG-TIE HDU8. THE ANCHOR 1 I I 1 I I (NP r - - - - - - - - - - - - - - TYP) I I ROD SHALL BE /8" SSTB28 WITH A MINIMUM 25" EMBEDDMENT. A MINIMUM OF ONE HORIZONTAL 4 '^ t 1 60 -- ro - REINFORCINGc° TE L IS BAR E UPLIFT ANCHORS. IN THE MIDDLE OF THE SECOND COURSE OF CMU BLOCK WITHIN l L - - - - - � I I - - - - - - - - -I I L - - - - - - - -I U r— � r � r � r— � � I I - - - _ _ _ _ _ - - 8• ALL SIMPSON STRONG-TIE PRODUCTS, SHALL BE INSTALLED WITH STRICT _ _ _ _ _ _ _ _ _ _ Oi Oi O� O� ACCORDANCE TO THE MANUFACTURERS SPECIFICATIONS. 12'-1 " 12'-0" 12'-0" 12'-0" 12'-1 " MASONRY NOTES: aPP OVED AS ��TcD DATE• / `-- _Z// B.p 36207 12'-10" 17'-1 1 " 16'-7" 60'-2" 16'-7" 1 . ALL MASONRY MATERIALS AND CONSTRUCTIONS SHALL CONFORM WITH ACI 530.1/ASCE 6/MS 602. u' ry "rY BIaH.::iNG I- 2. ALL CONCRETE MASONRY UNITS C.M.U.) SHALL CONFORM TO ASTM C90. ALL C.M. �'� �1; Tt o�. 7I�E zN 4 B D SHALL ATTAIN A MINIMUM ULTIMA E COMPRESSIVE STRENGTH OF 1900 PSI ® � c .4 AS DETERMINED BY ASTM C140. �' :>►� Tlf, _uIo'rD d - Q PROPOSED FOUNDATION PLAN PROPOSED 2x10 3. LAY C.M.U. IN RUNNING BOND, USE NORMAL WEIGHT TWO-CORE C.M.U. 2 RGuun.FRAI�!iNG 0LJ,N,o;NG SCALE: YC = 1 '-0" PT SILL PLATE THROUGHOUT THE PROJECT. 3. INSULATION ELECTRICAL 8 C:+; �1NG NOTE: SEE NOTE 1 4. ALL MORTAR SHALL CONFORM TO ASTM C270, TYPE S COMPRISED OF TYPE 1 4. FINAL•CONSTRUCTIC^I & ELECV-- CUSTBECOMPLETE", :,0, ~` Y i PORTLAND CEMENT. ALL CONSTRUCTION SHALLMFI!' -HE o REQUIREMENTS OF THE OF NEW r 5. ALL VOIDS SHALL BE FILLED WITH GROUT. GROUT SHALL CONFORM TO ASTM C476 YORK STATE. NOT RESP3NSIBLE FOR SECOND FLOOR I PROPOSED WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS AS DESIGN OR CONSTRUCTION ERRORS, 3 GRADE Z EL.= T.B.D. DETERMINED BY ASTM C1019. GROUT SHALL BE COURSE WITH A SLUMP OF 8 TO #4 @ 48" O.C. 10 INCHES AT TIME OF DISCHARGE AND SHALL BE COMPRISED OF TYPE 1 PORTLAND -CEMENT. CRAWL SEALANT 6. PROVIDE THE FOLLOWING MINIMUM REINFORCING IN C.M.U. WALLS: PROPOSED SPACE U z GRADE CONTINUOUS PT DAMPROOFING VERTICALS: PROVIDE 1 - #4 BAR AT 48 INCHES ON CENTER AND AT CORNERS w Q NAILER IF OPTIONAL AND INTERSECTIONS. Z • SLAB IS NOT USED OI�J EXTERIOR LLJ 0 WALLS z HORIZONTALS: PROVIDE HORIZONTAL 2-V1'r1 .7 9 GA.) SINGLE WYTHE JOINT REINFORCING 0 OPTIONAL 4" SLAB W AT 16 INCHES ON CENTER. LAP JOINT REINFORCING A MINIMUM OF 12 INCHES AND t — W2.9xW2.9 WIRE FABRIC 10 (CMU PROVIDE CONTINUITY AT THE CORNERS � Z B.F. EL.- T.B.D. J FIRST FLOOR PLACED © MID-DEPTH BLOCK WALL o W O I I EL.= T.B.D. o ww I_ s Cy Z 6 MIL CONTINUOUS o "I PROPOSED 2x12 I .° ; 1 �`_� Ia o > Z �C RAW LS PAC E PROPOSED POLYETHYLENE PT SILL PLATE ' r-� GRADE VAPOR BARRIER : a t; Tr'IC�' 1 Q O P P o P (3) 5 BARS 2,_O„ 3" CLR. h.. .. I .;�.�� ..a 'i.�: 'r = LL CONTINUOUS #4 @ 18" O.C. ' 0 SECTION B SEALANT J B.F. EL.= T.B.D. B.F. EL.= T.B.D. SCALE: �4" = 1 '-0"' CONTINUOUS PT SECTION A � _ NAILER IF OPTIONAL � PROPOSED 2x10 SCALE: �'8 = 1 -0 SLAB IS NOT USED 91/2"x1 1 1/2' POST OUTSIDE FACEol F CONC. PT SILL PLATE OPTIONAL 4" SLAB W1 FASSUMED) W2.9xW2.9 WIRE FABRIC PLACED @ MID-DEPTH Z N o EXISTING 7"x7" POST I TOP OF Z PROPOSED 91 x111/2 POST I GRADE o W GRADE #4 @I cn 48" O.C. FILL NOTCH IN 6 MIL CONTINUOUS POLYETHYLENE - FLOOR JOISTS 5 » VAPOR BARRIER PROPOSED 2x12 2"x11 W, > SEALANT WITH BLOCKING POST BASE W/ /g DIA. PT SILL PLATE FLOOR JOIST w ANCHOR BOLT EMB D EXISTING CONTINUOUS PT DAMPROOFING PROPOSED RIM JOIST 12' INTO CONt. W DAMPROOFING ON 12" - 13" NAILER IF OPTIONAL ON EXTERIOR NUTS & WASHER P. WALLS IN CONTACTL 3x6 SILL FOUNDATION SLAB IS NOT USED WALLS 2"x11 /2" FLOOR JOIST I ( ) WITH EARTH WALL OPTIONAL 4" SLAB W z I GRADE ° 6" (MIN.) W2.9xW2.9 WIRE FABRIC 10" CMU I PROPOSED 2x10 , � m #4 @ 48" O.C. I EXISTING SOUTH WALL DETAIL Fcz; PLACED @ MID-DEPTH BLOCK WALL 0 1 1 PT SILL PLATE 12" CMU SCALE: 1 " = 1 '-O" �'8" DIA. ANCHOR BOLT _ BLOCK WALL Q SPACF�D C� 48 O.C. co ? PROPOSED TOP 12 DIA. CONC. PIER > . me o W/ 5 EMBEDMENT 2 OF GRADE g SEALANT ~ 6 MIL CONTINUOUS •�• � " " POLYETHYLENE . e I PROPOSED 10" 5 FUEL HT. DOWEL ° ' CONTINUOUS PT i �> > » o j 9/2 x 11 /2 POST 10 HOOK INTO I NAILER IF OPTIONAL VAPOR BARRIER CMU BLOCK DAMPROOFING ON C FOUNDATION WALL WALLS IN CONTACT C NTER OF FOOTING I SLAB IS NOT USED 2py W (3 5 BARS 2„_0„ 3 CLR. WITH EARTH i� OPTIONAL 4" SLAB W/ 3x6 SILL m CONTINUOUS (2) t,5 EA. WAY 12 CMU W2.9xW2.9 WIRE FABRIC 1 "f THICK oPROPOSED WALL DETAIL MID EPTH OF FTG. - BLOCK WALL PLACED @ MID-DEPTH LATE VENEER W Z Z Z Y #4 © 18 O.C. — , „ ASSUMED) 0 o w SECTION C SCALE: 1 = 1 -0 i m o o I o SCALE: 4" = 1 '-0" 2,-0„ Q • ' e .% ' 1 TOP OF GRADE DATE: 9/21/2011 . 6 MIL CONTINUOUS SCALE AS NOTED POLYETHYLENE QUALITY CONTROL CERTIFICATION VAPOR BARRIER �4) 5 BARS PROJECT* 2011808 PROJECT GROUP REVIEWED DATE SECTION D N INUOUS 3,_2„ 3 CLR. EXISTING 12 SCALE: 3/4 = 1 0 FOUNDATION WALL SURVEY MANAGER #4 ® 18" O.C. ENVI CIVIL R°"MENTALNOT RELEASED FOR CONSTRUCTION SECTION E EXISTING NORTH WALL DETAIL SHEET STRUCTURAL SCALE: 3/4" = 1 '-0" SCALE: 1 " = 1 '-0" 1 OF 1 ARCHITECTURAL E Ng M WJ N 'C b z� 00 I) r 1 7 C a) n to W o0 d U ~ .0 0 o C) U Z 0 U c>7 $ cts TOP OF t4 404 TOP OF B UFF m BLUFF�I rt, yl PR POSED w J RELOCATED w 60 60 RES DENCE c 60 � U BRUSH ERODING SLOPE EXISTING EXISTING ERODING SLOPE LAWN RESIDENCE : ' in M 1 SILL 12" CEDAR \ h� , ELEV.=56.58' i. TREE EXISTING LAWN VEGE ATED SLOPE LOWER LEVEL /a LOWER LEVEL � IL � � ELE .=51,0' J ELEV,=51.0' • / , , / 50 50 -4 GARAGE FLOOR 50 ELEV.=50,7' WOOD WALK CONCRETE WITH RAILING 1 PATIO ELEV,=50.4 \ 1 11 1 I I �--E ODING SLOPE 40 40 1 40 1 1 1 1 1 1 1 w V Y U) 1 w o i 1 p E=- 1 D 0 � — 1 V3 Z V 30 30 30 _ w 00 Z (n cn no. °- L i -i w V) 1 1 1 � Q = V 1 20 20 20 1 ROCKY BEACH 1 1 v, x 1 I I 1 o Z a ww I 1 0 O N a SCATTERED — STONES V o ALONG z BEACH — Z w 10 10 10 Ld \ c w \ 0 z SEPTIC TANK nECEIVED ~ N 3a Q DA77I�!ELL�'Y m CD DATUY A'v o 0o JUL 0 2011 o - o 0 DATUX EI�V oo 0o 00 0.00 C30A3a'L7 OF APREAI m N I U o O Q� ui N co O N O 00 00 N 0) p �p M 01 N u N � d 0) V7 N O N O Oi er 6 O O w to V N Z Z w LL 0 Y O Z Y O O Of O w o:: = O J d 0+00 0+50 1+00 0+00 0+50 1+00 1+50 0+50 m U U Li SECTION "A" SECTION_"B" SECTION InelI DATE: JUNE 17, 2011 HORIZ: 1'=20' „ HORIZ: 1 =2o HORIZ: 1 =20 SCALE: AS NOTED VERT: 1"=4' VERT: 1"=4' VERT: 1"=4' PROJECT #2011808 QUALITY CONTROL CERTIFICATION GROUP REVIEWED AT PROJECT MANAGER S H E ET SURVEY ENVIRONMENTAL CML '�,(