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Home My WebLink About1000-50.-1-4 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *rif SO P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY vv%�.southoldtownny.gov co PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of,Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: March 9, 2023 Re: LWRP Coastal Consistency Review for GIL &TRACY BEN-AMI SCTM# 1000-50-1-4 Twin Forks Permits on behalf of GIL& TRACY BEN7AMI requests a Wetland Permit to demolish 1,418sq.ft. of remains of old foundation; remoVe/abandon-existing sanitary system; demolish 188sq.ft. wooden deck; demolish/remove existing 70 linear foot long rock wall and 101 sq.ft. pond; construct a single family dwelling with a 1,937sq.ft. finished basement that includes a 269sq.ft. basement screened-in porch, a 185sq.ft. basement outdoor storage area, a 244sq.ft. basement covered porch, and a 586sq.ft. basement uncovered patio; proposed first floor finished space at 1,889sq.ft., attached garage at 616sq.ft.; proposed second floor at 1,1 94sq.ft.; proposed attic space at 616sq.ft.; proposed unheated storage at 31 Osq.ft.; proposed 354sq.ft. first floor covered porch; proposed 702sq.ft. first floor deck; install a 28sq.ft. Juliet balcony with steps to ground; install a 270sq.ft. concrete slab with 60 linear feet of enclosure fencing around slab; install a new I/A septic system along the side of dwelling; install a new generator, a/c condensing units, and buried . propane tank; install a new potable well; install a new driveway; install gutters to leaders to drywells to contain roof runoff and driveway drainage; 65 linear feet of existing northern retaining wall to remain; 50sq.ft. of existing northern steps to remain; construct a 48 linear foot long retaining wall from steps to dwelling; construct a 30 linear foot long retaining wall in north to south direction at 4' in height, and a southern retaining wall along southern property line at 148 linear feet long varying 2'-6' in height for proposed I/A sanitary system; approximately 1,697cubic yards of fill will be removed for the construction of the dwelling which will be built into the_6xisting topography on the site with 848 cubic yards of fill to be relocated on the west-side of dwelling to allow for driveway and parking area; and to install and perpetually maintain a 15' wide non-turf buffer along the top crest of the bluff with a 4' wide access path. Located: 1800 Hyatt Road, Southold. SCTM# 1000-50-1-4 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the records available to me, I recommend that the proposal is CONSISTENT with LWRP Policies and with the LWRP. The Southold Zoning Board of Appeals issued a determination on February 16, 2023, finding the action consistent with the LWRP and imposing certain mitigative conditions: A 15' wide non-turf buffer, a 25' bluff setback for heavy machinery, and a I/A OWTS. Wetland Permit 9924, issued in 2021, required a 10' wide non-turf buffer from the top of the bluff. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney RECEIVED 'Town of Southold F LLWRP CONSISTENCY ASSESSMENT FORM APR 0 7`2023 Tow--n— A. INSTRUCTIONS Planning Board 1, All applicants for 'em-Ats* includin Town of Southold agencies, shall complete this CCAF for p , . . 9 proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This ;assessment is intended to supplement other infoiTnation used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions lnchidb�91 guilding Permits and other ministerialpermits not located within the Coastal Erosion HazardArea. 2.- Before answerina the questions in Section C, the preparer of this form should review the exempt minor action list policies and explanations of each,policy contain in the Town of Southold Local Waterfront RevitalizAon Program. A &6pdta Adfldh V& `�b6� eighloadd,�d§ o 4 UVOIT, WOO -n —�ye�q agal ama LWI J �lu es 3.- If any question in Section C on Us form is answered "yes' or "no", then the proposed action will affect the achievement of the LWRP policy standards and condition&contained in the consistency review 11.aw. 'Thft d"'A" A Vimowtin If an g1hots, action cannot'be certified as consistent with the LWRP policy standards a,nd co,ndWo6s,,-,Jf1 sffih6aun p,ott"6 A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. ,B. DE SCRIPTION OF SITE AND PROPOSED ACTION i �SCTM4 50-1-4 PROJECT NAME.Gil Bqn-Ami&Tracy Ben-Aml The Application has been submitted to(check appropriate response): Town Board F] Planning Board 7 BuMing Dept. D Board of Trustees 'l. Category of Town of.Souihold agency action(check appropriat6'response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Perm%approval,license,certification: RX Nature and extent of action: The proposed project includes the demolition of the existing residential foundation and the construction of a new residence and I/A septic system on the property. See attached project narrative for additional details regarding the project. The proposed activities will occur landward of the bluff crest limit and CEHA line. Cantrell, Elizabeth From: Lisa Poyer <Iisa@twinforkspermits.com> Sent: Monday, March 20, 2023 10:57 AM To: Cantrell, Elizabeth Subject: 1800 Hyatt Road Elizabeth, As per our phone conversation, below is the updated project description for the property located at 1800 Hyatt Road: Existing foundation demolition: 1418 sq.ft. Existing elevated upper rock wall and patio area to be demolished:70 linear feet and 280 sq. Ft. Existing pond to be demolished: at 101 sq. ft. Existing sanitary system to be removed/abandoned in accordance with SCDHS standards. Proposed finished residence (basement): 1937 sq.ft. Proposed finished residence (Ist floor): 1889 sq.ft. Proposed attached garage: 616 sq.ft. Proposed finished residence (2nd floor): 1194 sq.ft. Proposed residence attic: 616 sq.ft. Proposed residence unheated storage: 310 sq.ft. Proposed basement screened in porch: 269 sq.ft. Proposed basement outdoor storage: 185 sq.ft. Proposed basement covered porch total: 244 sq. Ft. Proposed basement uncovered patio total: 586 sq.ft. Proposed concrete slab: 270 sq.ft. Proposed fencing around concrete slab: 60 linear feet Proposed Ist floor covered porch: 354 sq.ft. Proposed 1st floor deck total: 702 sq. ft. Proposed generator Proposed buried propane tank Proposed a/c condensing units Proposed 2nd floor Juliet balcony: 28 sq.ft. Existing northern retaining wall to remain: 65 linear feet Existing norther steps to remain: 50 sq.ft. Proposed southern retaining wall in north south direction:30 linear feet, at 0-4' in height Proposed southern retaining wall along the southern property line: 148 linear feet at 2-6 feet in height Proposed I/A sanitary system Proposed underground drywells for structure runoff and driveway runoff Proposed 15'wide non-turf buffer I believe I included everything. Let me know if I missed anything from your side. Thank you for your assistance. Lisa Poyer TFP 1800 Hyatt Road, Southold, NY Location of action,:_ Site h*4ge- '0.925 Acres Presenfland use:. Single Family dwelling Present zoning classification: R-40 .2. If an application for the proposed action li�s been filed with the Town of Southold agency, the following information shall be provided- ,(a) Name of ao a�t. Gil Ben-Ami &Tracy Ben-Am! '1635 Ridgeway Drive. Hewlett, NY 11557 ,(b) Mail address: (c) Telephone number: Area Code( 516-297-41632 (d) Application number,if any.:—I Will the action be directly undertaken,require funding,or approval by a state or federal agency? Private Y? Yes,E] NoG ' If yes,which state or federalaopne C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide fill proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST PQLIEX Policy 1. Foster a pattern of development in the Town of Southold that enhances c.ommunity character� preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastallocation, and minimizes adverse effects of development. See LNVRP Section Ell—Policies; Page 2 for evaluation criteria. 13yC No Ffl Not Applicable s The proposed action Is consistent with this policy as the owner of the property Is looking to redevelop the lot which previously contained a SFR with a new SFR. The property currently has a valid Trustee permit which allows for a new residence (to be constructed closer to the bluff than the current proposal) and a swimming pool (which Is not part of the current application). The proposal Includes the abandonment/removal of the septic system, In accordance with SCDHS standards and replacement with a new I/A septic system �whlch was not required with the r prior ap.proval). The proposed construction and size of the proposed residence Is In character with the neighborhood. The proposed project has been designed to minimize potential Impacts to the property, bluff and surrounding properties. Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section M—Policies Pages 3 through 6 for evaluation criteria Yes.0 No nX Not Applicable N/A as the property Is not located within a historical neighborhood and the original residence was destroyed In a fire with only the partial foundation remaining. Attach additional sheets if necessary Policy 3. En I hance visual quality and pr6tec't scenic resources throughout the Town of Southold. See ILWRP Section M—Policies Pages 6 through 7 for evaluation criteria r_V_T Yes,E]. No FXJ Not Applicable 7he proposed development of the property with a new residence will not impact the scenic r6sources In the Town of Southold as the subject property and surrounding properties are not open to the public. The proposed residence Is 'buffered with natural vegetation from the adjacent properties and the proposed residence will not be readily visible from ,the beach. As such, the proposed activity Is consistent with the policy. Attach additional sheets if npceisao 'NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See-LVVO Section III—Policies Pages 8 through 16 for evaluation criteria FX]. ,Yes'F" l No 110 Not Applicable The proposed development of the residence on the residentially zoned property will comply with this policy as the development will be located 75'+from the edge of bluff. The existing dwelling foundation located 40'from the edge of bluff will be removed, All proposed Improvements Including demolition of the existing foundation will be located landward of the CEHA limit. All proposed construction activities will be located landward of erosion and slit control fencing thereby reducing potential erosion or outwash to the bluff. The existing foundation wall which holds back a small section of land on the north side, will be replaced with a new retaining wall which will tie Into the foundation of the proposed residence. W�ch additional she�,ts if necessary 'Policy 5. Protect and inioroc water quality and supply in the Town of$outhold. See LVVRP Section III Policies Pages 16 through 21 for evaluation criteria Yes!El' No ]Not Applicable The proposed residential development of the property will comply with this policy by the Installation of a new I/A septic system. The prior residence septic system Is located 1 O'from the edge of the bluff which will be removed/abandoned in accordance with the SCDHS standards. The removal of the existing cesspool will be the only construction activity which will be located seaward of the CEHA limit. The prior approval no. 9924 Included a traditional septic system. The proposed project Includes an [/A septic system and no swimming pool. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Signi.flicant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages.22 -through 32 for evaluation criteria. [A 1:1 El Yes No Not Applicable The proposed residential development of the property will comply with this policy by the installation of a new I/A septic system and constructing the proposed residence 75'+from the top of bluff and landward of the CEHA limit, The proposed development does not Include a swimming pool. The project has been designed to eliminate potential swimming pool chlorine and chemicals from entering Into the ground water which was approved with the prior decision. The Installation and utilization of the proposed I/A septic system will further help reduce the amount of nitrogen entering Into the Sound. The project Includes the creation of a 10'wide non-turf buffer along the landward edge of bluff. The n.on-turf buffer will help lo further reduce the potential Impact of nitrogen Into the groundwater and Sound, All res I Idential hardscape rufioff will be directed to In-ground dry wells through the use of gutters and leaders. additiofiid sh66is if neceisar y- Policy 7. Protect and improve air quality in the a Town of Southold. See LVW Section III — Policies Pages 12 through 34 for evaluation criteria. Yes []:*flXj,� Not Applicable The proposed residential redevelopment will not Impact the air quality within the Town of Southold with regards to heavy Industry, as such the project Is not applicable to this policy. Attach additional sheets if necessary ,Policy 8. Minimize environmental degradation-in Town o,f Southold from solid waste and hazardous substances a0d wastes. See LNW Section In—Policies; Pages M through 38 for evaluation criteria. 1.0 Yes "O No [X] Not Applicable The proposed residential redevelopment will not have an Impact within the Town of Southold with regards to hazardous materials and wastes, as such the project Is-not applicable to this policy. PUBLIC COA9T POLICEES Policy 9. Provide for public access to, and recreational use of, coastal waters, public,,lands, and public reso'urces of the Town of Southold. See LWRP Section In—Policies; Pages 38 through 46 for evaluation criteria. 'n x Yeso No[J Not Applicable The proposed project is not applicable to this policy as the property Is a private lot with no public access to coastal waters. -,the,proposed construction activities are located landward of the CEHA and edge of bluff and will have no Impact to the ,,shoreline along Long Island Sound. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. 'See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. rvi No I ^ I Not Applicable The proposed project does not contain a traditional water dependent use and Is therefore not applicable with re'gards to this policy. The proposed project Includes replacement of a single family residence with a new single family residence. Attach additional shez if necessary Policy 11, Promote sustaina I ble use of living marine resources in Long Island Sound, the Pecohic Estuary 'and Town waters. Se,eLWRP Section M—Policies; Pages 57 through 62 for evaluation triteria. r vi Yes No I A] Not Applicable �The proposed project does not contain a water sustainable use and is therefore not applicable with regards to this policy. ,The proposed project Includes replacement of a single family residence with a new single family residence. Attach additional sheets if necessary Policy 12, Protect agricultural lands in the Town of Southold. See LWRP Section M — Policies; Pages 62 through 65 for evaluation criteria. Yes No FX1 Not Applicable The proposed project does not contain agricultural farming practices or Is located within an agricultural zone therefore this policy is not applicable. 'Xt—tae—h Wd—d—itional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LVM Section M—Policies; Pages 65 through 68 for evaluation criteria. D Yes No Not Applicable The proposed project does not contain energy or mineral resources or commercial uses therefore this policy Is not applicable. PRBPARED ]3y Lisa Poyer, Twin Forks Permits,Agent TITLE Principal Planner DATE 6/14/2022 I Af 4A 'o 'A do .04 1- 1.0 IA 4k.1 Ar- Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 A." iv J�' ow V. 1� Photograph 1). View looking west from Hyatt Road at Photograph 2). View looking west along the southern the subject property. property line where the proposed septic system will be located. Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 _j 1-17 S- W"A Photograph 3). View looking north at the adjacent Photograph 4). View looking south at the adjacent property in the approximate location of the proposed property in the approximate location of the proposed residence. residence. Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTIVI No. 1000-50-1-4 -41 A Nk v Vie '.�4w -�A J, J, *Al Photograph 5). View looking west towards Long Island Photograph 6). View looking north along the bluff Sound and the bluff. edge of the subject property. Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 ftr vA AUL Photograph 7). View looking east from the sound at Photograph 8). View looking west at the existing the existing wood walkway to bluff stairs. frame building and bluff stairs which will remain unchanged. Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 -7 . T IN Photograph 9). View looking north along Long Island Photograph 10). View looking south along Long Island Sound shoreline from the subject property. Sound shoreline from the subject property. Gil Ben-Ami & Tracy Ben-Ami 1800 Hyatt Road, Southold SCTM No. 1000-50-1-4 I,Ix" Photograph 11). View looking at the existing foundation Photograph 12). View looking at the existing foundation for the prior residence which will be removed. for the prior residence which will be removed. off I Aft� fin, 7W otaG LB MW MT G 44(c) 2. Ib IN-j 3 Nt Z �3 WTCH NOTICE COUNTYOFSUFFOLK K SECT! NO SOUTHOLD Real Property Tax Service Agency E _ — ::--- ——"—— = �V,.my'_ - 050 I T A Hdo 1'2 P PROPERTY (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARI NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ♦ CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OB'3ERVATIONS AND OR DATA OBTAINED FROM OTHERS. N HEALTH DEPARTMENT�15E 400 Ostrander Avenue, Riverhead, New York I1401 tel, 651.727.2303 fax. 651.727.0144 admin@youngengineering.com nnr fifir � � 1'✓ Howard N. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer W Dou Engineer las E. Adams, Professional g w Robert 0. Tost, Architect x SITE DATA S . AREA = 40,334 SQ. FT. * VERTICAL DATUM =NAVD(1988) * FINISHED FLOORS ELEVATION TO BE VERIFIED BY ARCHITECT J / 0 ' ENGINEER'S CERTIFICATION / I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY�OF. ESOIL, " DrY SITE AND GROUNDWATER CONDITIONS,ALL FACILIntS;AS PROPOSED, %` m �' i/d j r r / ` erg CONFORM TO THE SUFFOLK COUNTY DEPARTMENT O 'HEALTH SERVICES T vI Of'r j ,j rj Nd '/ / srs tii �p�h Cos/`ryjer s�q x<o CONSTRUCTION STANDARDS IN EFFECT AS OF TF�IS DATE! E. i, a. /' /j ' Ijt /' rs ,�d ✓ f'2! ��a,.,( ///�g� ehZq y yrs)-;'of - i n] CO %AC // t ! / f j t /' / r/ J6 rry• TC' ' c. e.. � . w .a"o,/' ;ar FF:'_v.... �1,c'sf`° , �i (N ° �• � / f f /I ��` f //f / 7 J f I /' / 5U.1 k � �r o-r,-�,;,r„n.+w,n r^'!NI �� p�,A�'I®,�+ � tI `., .., `c-t MI m f /g° f /X7.6// �O f:-d.. \ -.n.' �''�' ,fe'': „1` �y• / Y /�3M ! / //l f 5f.4 ! / / HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n \_..;'� 1 / 8 THOMAS G.WOLPERT,N.Y.S.P.E.N0.61483 ---� / / �� '3�r / f t j / 1 /,t i f ,/, 596 ► I 1.9 � O r140 236 ( �pO V U DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 0:g} _��.-...._- °° / / '' ✓ r V,' t ` c S 56.7' + I f ,r�-:� 73.0 /4� 704�kb /9. oa I' �S:9�ss ,�� p� .r�,� SURVEYOR'S CERTIFICATION F9. ry \ 1 / 73.3 7.9 �`\ 5 .7! '� / OUNDAT)oN L 76 1 *WE HEREBY CERTIFY TO G i L a E N-AM 1 THAT/ WYS SURVEY uVAS 57.6 + n '9�/ �Q o / / / r,"r 1 1 t ss. �.r 'J� e' sa.o PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICEfOR LAND SURVEYS C / C'�S o r j 52.4' t. �`-�. 59.2 r/• ADOPTED 8Y THE NEW YORK STATE ASSOCIATION N dF PROFESSIONAL LAND R �'y'g2 O 57.8 . 58. +TH'. iFy o FFL 1. 6 . _,_` `� I +68.2 5" DIAD'- J ` SURVEYORS. q€ - Fx '4 S/O / -...,�.�. Yh t 65 ..A,.^�'.� !4/ ''1Ft�s 30'.{71A. ` 58. 8.3 ~ /g 'QD< '! ( ,`' '•3_ 1 I / TREE Y o r ' _St/. •. •.,... \ 1 8.8 8.2 _445 44.8 _,( 57.1 X;4 acr l SiQ� fY1rC ��T/o'�' "�. `'��^-��pi�r'. ,_ n,• ,�' , b,-�__ >� � O�..I'�- ��L i� - '__._= - r\'`; /`t 60. SO 0 6 �?57 '�'� / - 4:. ss. 56.8 0 HOWARD V YOUNG, S.L.S.N 45893 q3 _o. O `X f n0/1r �GF � O� .�� 'i / TREE-56+8 \ C;^ Ori 8 +54.7\ / \ r9e ` rDwei//n9DJ �e . LQ0 56 +5 "1 SURVEY FOP,5s o 5 .5:4 QSr '� ; "� 95.9 56.1 o GIL BEN-AMI ,r TEST HOLE \ S�� `�---R100' S555.9 56at Southold, Town of Southold N BYMcDONALGEOSCIENCE \ \ ORY<o� 1 aRR�ny Suffolk County, New York I DATE:03/09/18 sr of "rq ° Q _ N EL=59.8 0.0' BUILDING PERMIT SURVEY 0 N DARK BROWN 2 r LOAM 0 ) `- ( U JUN 2 6 k) 0.5' m Q `�° 'ty p 550 Block 01 Lot 4 Ol G Un CLIC Ma District 1000 Section a BROWN CLAY / eve/ ' ® � ELD URVEYCOMPLETED 2 a (CH) / n9J m U U MAY 10,20 2 / Ge For \� 2 q 1 Southold Town MAP PR PARED MAY 11,2022 BROWN CLAYEY 6'0 V) GRAVEL Board ofTnlstc 9e SAND WITH / �/ GRAVEL IN @ J z Record of Revisions � S � O 0 LAYERS // rgs�Nir4R<o REVISION DATE o EL=2.8 57.0' / (4 rS}CS � WATER IN BROWN CLAYEY SAND WITH GRAVEL 70.0' N a WATER IN BROWN FINE TO COARSE o SAND } (SW) �0 76.0' 50 0 25 50 100 150 O HIGHEST EXPECTED GW EL=2.8 Scale: 1" = 50' a JOB NO. 2022-0084 DWG. 2016_0003_2022_0084_bp 1 OF 1 REVISIONS: SITE DATA: SCTM: 1000-50-01-04 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,334 SQ.FT. 0.926 ac PROPERTY WETLANDS: 16013.8 SQ.FT. - BUILDABLE PROPERTY: 24320.2 SQ.FT. - ESTIMATED AREA OF 12000 SQ.FT. GROUND DISTURBANCE: EXISTING HOUSE: 1418 SQ.FT. TO DEMOLISH 100 CU.YD. 200 CU.YD. PROPOSED FINISHED HOUSE: 1888.7 SQ.FT. 7.77% 700 CU.YD. 125 CU.YD. PROPOSED GARAGE: 616.0 SQ,FT. 2.53% 100 CU.YD. 25 CU.YD. PROPOSED EAST PORCH: 354.8 SQ.FT. 1.45% 75 CU.YD. 20 CU.YD. PROPOSED WEST DECK: 646.3 SQ.FT. OUTDOOR STORAGE UNDER: (189 SQ.FT. 2.66% 165 CU.YD. 55 CU.YD. SCREENED PORCH UNDER: (268.3 SQ.FT.) PROPOSED SOUTH DECK: 58.2 SQ.FT. 0.24% 5 CU.YD. 2 CU.YD. OUTDOOR SHOWER 16.0 SQ.FT. 0.06% 2 CU.YD. 1 CU.YD. SEPTIC SYSTEM TO REMOVE 100 CU,YD, 200 CU.YD. PROPSED SEPTIC SYSTEM: 400 CU.YD. 200 CU.YD. PROPOSED DRYWELLS: - 50 CU.YD. 20 CU,YD. TOTAL: 3580.0 SQ.FT. 14.71% 1697 CU.YD. 848 CU.YD. MEETS&BOUNDS BY: YOUNG&YOUNG SURVEY DATE: 5/11/2022 _ VERTICAL DAYUM NAV.DATUM(1988) ZONE:R40 O AREA SCHEDULE AREA SCHEDULE NAME AREA NAME AREA NEW RESIDENCE FOOTPRINT: 280-4 W BASEMENT FINISHED SPACE - 1ST.FLOOR FINISHED SPACE 1888.7 sq ft. 1 BASEMENT UNFINISHED SPACE 1936.9 sq ft. O I ATTACHED GARAGE 616.0 sq ft. ^ ft. ATTACHED O 15T.FLOOR FINISHED SPACE 1888.7 sq ft2ND.FLOOR FINISHED SPACE 1065.0 sq. ATTACHED GARAGE 616.0 sq ft. I I / 2ND.FLOOR FINISHED SPACE 1194.7 sq ft. �.� I BASEMENT SCREENED IN PORCH 259.5 sq ft. ^ t 2ND.FLOOR FINISHED(UNHEATED)STORAGE 310.0 sq ft. BASEMENT OUTDOOR STORAGE 210.0 sq ft. F+•I t 20' RIGHT I / TOTAL GFA: 5946.3 sq.ft. WOF WAY I PROPOSED EX. MASONRY BASEMENT SCREENED IN PORCH 269.0 sqAIN ft. TOTAL: 4298.7 sq.ft. I 640 ISNON-TURF ALL TO REMBASEMENT OUTDOOR STORAGE 185.5 sq ft. /S t 5 0► 00 E BUFFER BASEMENT WEST COVERED PORCH 189.0 sq ft. AREA SCHEDULE 6 I EX. ROCK BASEMENT SOUTH COVERED PORCH 54.9 sq ft. NAME AREA TOP OF EX. WOOD DECK BE DE WALL TO / BASEMENT WEST UNCOVERED PATIO 362.0 sq ft. NEW RESIDENCE FOOTPRINT: $ 10 12 14 16 18 DEMOLISHED 20 22 24 26 2$ 30 32 34 36 38 90 42 4 00� BASEMENT SOUTH UNCOVERED PATIO 224.1 sq ft. p BE DE �T BASEMENT FINISHED SPACE i J BLUFF DEMOLISHED EX POND TO ' , 1ST.FLOOR FINISHED SPACE 1888.7 sq ft. 4 46 48 50 52 54 6 58 60 188 SF) B PROPOSED V 7 TOTAL: 1284.5 sq.ft. I I 6 66 E DE GRADE TO ATTACHED GARAGE 616.0 sq ft. p0 6s 70 MOLISHED TO SLOPEDO NATURAL 2ND.FLOOR FINISHED SPACE 1065.0 sq ft. ] _ (101 SF) I GRADE, WN TO RAL 1ST.FLOOR EAST COVERED PORCH 354.8 sq ft. TIE LAND LINE ALONG (` ..� y 60 --�_ - I WARD OF BLUFF 1 ] ( 1 _ _-, - CONC W 389. 2 1ST.FLOOR SOUTH DECK 58.2 sq ft. BASEMENT SCREENED IN PORCH 259.5 sq ft. APROXIMAT I J 1 j J j I i j 1 l % / 1� �� EX. �. �_ 1-� j J ! r y y % WELL 1ST.FLOOR WEST DECK 644.0 sq ft. E J I � � � I � ! � \ � �+�• WOOD / \ _ 1 � y BASEMENT OUTDOOR STORAGE 210.0 sq ft. HIGH WATER MAR I I 1 J j ) j ► I J I C j C 1 __ - -WALL - � DW i`' GE EROAT a'(' {,; / '�\ �� ` i TOTAL: 1057.0 s .ft. K ] I j J ! I I I J y , N , 1� � �,-6� i ss q o TNG i�� / ��17 �a � DW �� = "6 s ,�_ -``_�� 11 1 ° 61.b ° 0.9 O Q TOTAL: 4039.2 sq.ft. 2ND.FLOOR JULIET BALCONY 28.2 sq ft. � W t1 ] j j J / 9 -�- - .L 1.�1 , I�.a o I_ .-'� +-�_ L ♦ EL 58 SED H z 10,1 j ♦ c � 5 � J � LL I 1 I 1 i J J l / •o \ EL 63 x 4 ♦ ,�. / 8 ] 1 0 I ] 2 } I F i 5� / �i H i � 1 J o I I .a as' CA r I Vv 4 \ C VERED ♦ ..... .::.... 1.... . FTS O I �(lb 2r I 11 42 ] 4 f f 5 I 11 P - ,::;::;;::..::;::'' 1.;: ::,•:::i: ::i::646`<::::<.',.; .:.'::::6do..::%:, w C B 6 I ] "� PROPOSED 2 STORY LqG 316 . , .:;,,............ ...:. . .:� MM ZLon ✓ t 1 ! I 32 4� W4 I / 1 DECK " \ `.♦ STING TREES:: ': J`.:i::''' '' W '�■ t / (98 SF) ! ] I I ] J / \ HOUSE I ; PROPOSED`'`'` < <`< :<::;:'< / \ • FF EL 70.3 - Q TO REMAIN w I 3 l J J ] 1 .- ;''.:::'; ;?DRIVEWAY ,�Qr` o 0 r:::'':' BBL 1 621 V J I ( r .............._ \ LEXIS NG WELL .4 +tl ® g1NG p �t EX. t (STING SANITARY \ O ] O p 1 j SYSTEM TO BE \ PATIO I_:_._._._:_:_ s. I y DECK 235// 1 ! ` ( ] R`MOVEDPER SCHDS , ONGRADE-• _--_--- - 1g 0, 1 L K4. STANDARDS 'I I_-•- I ♦ i l � . J f �� _ __._ _'_ b pRppOs bf 0 1 y / I EL 58 ,..� I PATO b DECK sTo 'y �'f D�J_'1 DW N I % ] L ON GRADE ' f BF�'�CE Ry , _6�, - -0-A-0 �= STORM WATER MANAGEMENT DETAILS _ 3 CONCRETE SUB -..+XSFN/R � 3 - 1 6t ^y 1 t _l_ �! a -.1_ 'L 1 I / ( ! / I I I - �_ i ' / \ / ► D� 06 --------- -~ -\i 1W-I--------y_.___._ / / V 100%RUNOFF AT DRYWELL DRYWELL N �� EST ' Q _ t DWS _ -__ - \ I z 7_'- 0 HT1 LOCATION: SF AREA: c'O O � / •-� 1_- 1 � � y�,_ \ �------------- _ ��--__- -i- � ` FENCE _ - i- _ /-i i 1. �_ w /�" � 2"RAIN PER HOUR PROVIDE: CAPACITY: c7 � � V - " $ / l f HOLE -\- - -- - = i y Exl V ROOF AREA: 3265.5 SQ FT. 545.3 CU.YD. (4)8'dia.,4'deep 169 CU.YD. AO TOTAL LL + �_ 1 �_�. ��.:.�. s_ _ _� _ �G ASPHALT faRiVEWAY y 1 1 y I �' x POSED DRIVEWAY: 230 FT. 388.7 CU.YD. O 8'dla.,4'deep 169 CU.YD. �O , PRO 0 SQ 3 418-30 10 t 1214 16 18 20 22 / ' _ y i 1 Ll -66-' �" ` -�. �+.� BE REM ED- i �1 t- TOTAL CAPACITY: 934.0 CU.YD. 1183 CU.YD- 26 ♦ - - ..Sae' < , PROPOSED 1/A NITRO % i i Z w Q N 0 a~ 24 AIR BLOWER 6 1 1 _t _� i �_ i O I 28 30 32 34 36 38 40 42 44 46 + 56. ' f i SEPTIC SYSTEM �- ' ' ' ' ' O - ---- --- �"'1 x 48 50 52 54 56 f TOW L. 60.5 CONTROL PANEL' - ; �___ --- -- L'+ w I 58 fj5 L i i 5008 I PROPANE_ 1 1 ,M CU t 6 i _ ®yEPTIC VENT i 1. � ' i i y ,l �-1 LrJ � t 60 ALE 54 ` +�-148,1E RETAINING W y '`i 'y •y' ��R(71E'TAANIC 1 1 y O SINGLE BEAD HALF ROUND GUTTERCUcl t HAYB ALL AS RE �- y 1 u LINE QUIRED . - �-6a - t 1' i ` .�► NOTES: STANDARD 5" 4 I I COASTAL EROSION ROCK WALL - - S>Z.0` ' Baa_ i-= t �- �- �1 - _ 4 1).EXECUTION: M u °J 4 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. HAZARD LINE * 1 `--`.�. - U °J 6 4 Q 2)PREPARATION ON U m ti I V 5 p !! A).CLEAN SURFACE THOROUGHLY PRIOR TO RECOMMENDED B. 'y (� I EXISTING H ' p p� ``J J PREPARE SURFACES USING METHODS RECOMMENDED BV THE MANUFACTURE FOR 00 tSS RELOCATE EX. W ACHIEVING TME BES RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. N fy a OUSE FOUNDATION UTILITY PALE AND PROPOSED 56 WEO p Q.PAINT METALS WITH NCEALED PRAL OTECTIVE URFACESBACKING AND PAINT. FACES IN CONTACT WITH DISSIMILAR (-y METALS W OR IN ACCORD BACKING PAINT. W 3 DEMOLISHED ( A).PERFORM WTO BE PI ACCORDANCE DTOWARDS ADDERI"THANDBOOK2" OR ETHEVER DRAWINGS. WRIGHT' TO BED PROVIDE UNDERGROUND GRADE TO ADJUST 3.INSTALLATION: I OF WAY I 1418 SF) TO SLOPEDO 1).GUTTERTOL PITCHED TOWARDS LEADER1"HT OFOR EVERY 40'OF RUN, ELECTRIC SERVICE GRADE, WN TO NATURAL � � 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. I PROPOSED T LANDWARD OF 13 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND I TO UP SLOPED GRADE LUFF DRY WELLS TO BE 10'MIN. B).ALUUMMIINUUM;SSORfERIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT t S. (ELEVATION 54'- Sg') TO ELEVATION 60 CONNECTORS. TO AWAY FROM HOUSE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL MINIMIZE EXISTING SLOPE TO BLUFF CONNECTION WATERTIGHT. I 1 Op O 4).PROTECTION: - I� 50.21 O O O O A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, LL^ B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL MMPI PTION rO rvJ VJ N > y U m PROPOSED SITE PLAN eiq- SCALE: 1 - 20 -0 m � ' � SJ \ fA�._ .O T= 1 * - DRAWN: MH/MS SCALE: JOB#: ^ SHEET NUMBER: S 3/17/2023 S-1 REVISIONS: SITE DATA: SCTM: 1000-50-01-04 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,334 SQ.FT. 0.926 ac PROPERTY WETLANDS: 16013.8 SQ.FT. - BUILDABLE PROPERTY: 24320.2 SQ.FT. ESTIMATED AREA OF 12000 SQ.FT. GROUND DISTURBANCE: EXISTING HOUSE: 1418 SQ.FT. TO DEMOLISH 100 CU.YD. 200 CU.YD. PROPOSED FINISHED HOUSE: 1888.7 SQ.FT. 7.77% 700 CU.YD. 125 CU.YD. PROPOSED GARAGE: 616.0 SQ.FT. 2.53% 100 CU.YD. 25 CU.YD. PROPOSED EAST PORCH: 354.8 SQ.FT. 1.45% 75 CU.YD. 20 CU.YD. PROPOSED WEST DECK: 646.3 SQ.FT. OUTDOOR STORAGE UNDER: (189 SQ.FT. 2.66% 165 CU.YD. 55 CU.YD. SCREENED PORCH UNDER: (268.3 SQ.FT.) PROPOSED SOUTH DECK: 58.2 SQ.FT. 0.24% 5 CU.YD. 2 CU.YD. OUTDOOR SHOWER 16.0 SQ.FT. 0.06% 2 CU.YD. 1 CU.YD. SEPTIC SYSTEM TO REMOVE 100 CU.YD. 200 CU.YD. PROPSED SEPTIC SYSTEM: 400 CU.YD. 200 CU.YD. PROPOSED DRYWELLS: - - 50 CU.YD. 20 CU.YD. TOTAL: 3580.0 SQ.FT. 14.71% 1697 CU.YD. 848 CU.YD. 1 1 I MEETS&BOUNDS BY: YOUNG&YOUNG SURVEY DATE: 5/11/2022 rw, i VERTICAL DAYUM NAV.DATUM(1988) I ZONE:R40 I I O 20' RIGHT► � I OF WAY I PROPOSED EX. MASONRY WALL TO REMAIN Q 1 0 � 15' NON-TURF W S 164 50► 00" E BUFFER I EX. ROCK WALL TO O 6 TOP OF EX. WOOD DECK BE DE P-� 8 10 12 14 16 18 20 22 24 26 28 30 32 34 DEMOLISHED 36 BLUFF O BE DEMOLISHED C 11 i 1 I i f I i i I j 38 40 42 44 46 48 50 52 5 (188 SF) EX. POND TO a/ II I I i I j I 4 6 58 60 6 64 66 BE DEM PROPOSED GRADE TO ADJUST 00 j 11 I I i I I I I I j j I I I j j I 6$ �o DEMOLISHED TO SLOPEDOWN TO NATURAL (101 SF) GRADE, LANDWARD OF BLUFF TIE LINE ALONG � jl I I j I I I I I I j l I I j M I I i l I I I j i i I l I i t / I l j '1 i � - -.i= 6,� � � �_ 389. 12 11 J I j I I I I j I I I I i j I I I / / I (, �� =-� ti { CONC. W APROXIMATE j / I \ `� �.-t�_ 1 I I I I I I I I I - _ _EX. HIGH MARK I I I \k y O D 20kv°-KOHLER- + i y J y i WATER M,t� 11 j I I I I i l i i i t I I I I I / / / / j 1 p \ AL1 I \i GENERATOR s c .0 I'i J 1L 1 1L Kl L y I I �y AN�SCAPE FFESSIONAL y 61.Z i T i i 1 L i L y_`G O PROV DE P O ERADE v L �� 1 � ..Ly L ly ........:..: FOR TREE WITM GRADE � _ A- EL 58 SE I I i I I i / / // / Y<.;'.r -` ..�(• i -----' ♦ ❑ NDSCAPEPROFFk3Sly 0 a , ° OORED �D N .:: LL -� 1 1 I I I j I j I I 11 / I i I I j / j 5� _ . . F ►;::<:: ::<::::::�_:::;: ::::.. ` � •y1 �i� I I I 1 IPI � I I 1�5 j I I j I j l l l l • 1 \ EL 6340 1 24 1 313 � 1... .r!. q I 3 / PORCH2 COVERED 4 �.• :.,,..O..,':Ps:ROPOS:E'.D.�®y> ��,R,-�10;0�. :n.. NGMTREK EX. qCC RJ DECK PROPOSED 2 STORY O FF EL 70.3 i 44 DRIVEWAY 1 (98 SF iI I I J I J 46 HOUSE 36 ❑ vXI � Gu . y:tri. I BC"FMOVD d't p �.'":',•::::,;•.: ,•: WO�� OQ EX. ------------- L41CXI$TING SANITARY SYSTEM TO BE PATIO ----------- ON GRADE-. 1-._._._._.__.__. i1 ' , 5O DECK 236 SREMOVED PER SCHDSK4 STANDARDS -............. ecy) • • p�OjE658� _+.C� oWz Q ^ ` \y-\L, i.✓ yL 1\ L� I S'L / _i\ lyam- ;- 1\�-�•"I+t11y0. `'" �' I�+y l` Ji y-LANDSCAPE NDSIC PATIO A•PEj PVJ�OIT�rFTRJNAN e ._____ ONLR7S'�` TO�RO�" ' FTREE DECK 0/? PRADE 62 ,X .H W0. yCF6Pcl 1 1 ; ----- 6 y, 1�rAX1q11 DO F -------a ---r-�---___ `EST -HOLE \_____ -NSGASPHALTDRIVEWAY' !8 1iEXIS1Q-3 101cn 4 0 1214 16 18 20 22 / � / / � i � .� � � .� ..,.. 3 y —66-- =:� '` -1- \.-� �_ I 24 26 28 30 32 34 36 38 4 + I _ a y y `� i 1_ -'-� St° m 042 44 46 s � TOW i , � y , � - � � � � � � � � \ ---- 1 48 50 52 54 56 -L• 60.5 - 1 58 + x,56 ® � y 1 1 L 300gal-PROPANE w—, A I 1 60 HAYBALE 54 , �'� �y� A- i�N �� B\41Ra1El?TAN K0 0 O I COASTAL EROSION LINE ROCK WALL _'s 4�A. ` 6d 1'-y 1 y 1,� HAZARD LINE -"- i ' -s n I N 64050900�,,��J -P RELOCATE EX. W - EXISTING HOUSE FOUNDATION UTILITY P 56 m o WRIGHT' TO BE DEMOLISHED (1418 SF PRO OLE AND PROPOSED GRAD OF WAy I ) VIDE UNDERGROUND TO SLOPEDOU(JN T TO ADJUST O ELECTRIC SERVICE O NATURAL Ln I I PROPOSED TOB GRADE, LANDWARD a°1 TO o (ELEVATION 5�,BUILD UP SLOPED OF BLUFF GRADE I 58) TO ELEVATION 60' 1 I TO MINIMIZE EXISTING SLOPE TO BLUFF .� 50.2 �°. PROPOSED GRADE PLAN rn SCALE: V = 20'-0" 00 m — N 0 W i z u N o m N r m x v , P-A DRAWN: MH/MS •,•'"ti,dl'�,}� :' : a, `', '. �""',",. SCALE: '*�.:.iq �► ®;9 JOB#: tr T f31a''f1� 3/17/2023 �"'� .,�.►.- - SHEET NUMBER: S-1 a f. i REVISIONS: AREA AVERAGE A _ PERIMETER WALL HEIGHT 7-AWH A 1107.7 SF P 205'-2" -- ---------------- ------EL 70.4---------- -- ------ ----------- P=AWH 5.4' MAX HT. IU-4 1/4" EL 68.0 EL 68.0 AREA w/ 10.41 EL 67.2 EL 67.2 61+AFG (85LF) 1 � 1 ; 1 1 1 , � 1 ; NYS R202 DEFINITIONS NY STORY ABOVE GRADE PLANE.ANY STORY HAVING ITS FINISHED FLOOR ' SURFACE ENTIRELY ABOVE GRADE PLANE,OR IN WHICH THE FINISHED 1 1 , t 1 1 SURFACE OF THE FLOOR NEXTABOVE IS ANY OF THE FOLLOWING: 1 MORE THAN 6 FEET ABOVE GRADE PLANE. • ---------•- ------------------------------------------- ------- -------------------- MORE THAN 6 FEET ABOVE THE FINISHED GROUND LEVEL FOR 1 , 1 1 , MORE THAN 50 PERCENT OF THE TOTAL BUILDING PERIMETER. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. m '- RB GRADE PLANE.A REFERENCE PLANE REPRESENTING THE AVERAGE OF THE oma+ FINISHED GROUND LEVEL ADJOINING THE BUILDING AT ALL EXTERIOR 1`1 WALLS.WHERE THE FINISHED GROUND LEVEL SLOPES AWAY FROM THE EXTERIOR WALLS,THE REFERENCE PLANE SHALL BE ESTABLISHED BY THE LOWEST POINTS WITHIN THE AREA BETWEEN THE BUILDING AND THE LOT co LINE OR,WHERE THE LOT LINE IS MORE THAN 6 FEET FROM THE BUILDING w BETWEEN THE STRUCTURE AND A POINT 6 FEET FROM THE BUILDING. R301.2.2.7 HEIGHT LIMITATIONS - y ' - �N 16.958' w W ; WOOD-FRAMED BUILDINGS SHALL BE LIMITED TO THREE STORIES ABOVE GRADE I I p oa 99 O ' PLANE OR THE LIMITS GIVEN IN TABLE R602.10.3(3).COLD-FORMED STEEL-FRAMED II I O �g ABOVE GRADE:49.3 SF o o O ; ; I BUILDINGS SHALL BE LIMITED TO LESS THAN OR EQUAL TO THREE STORIES ABOVE w BELOW GRADE:136.6 SF >� 1 , GRADE PLANE IN ACCORDANCE WITH AI515230.MEZZANINES AS DEFINED IN (- M >9 O o M 3.SOO ; SECTION R202 THAT COMPLY WITH SECTION R325 SHALL NOT BE CONSIDERED AS - - - - - - - - - - - � I 15.5421 °° <m , I I ABOVE GRADE:11.0 SF STORIES.STRUCTURAL INSULATED PANEL BUILDINGS SHALL BE LIMITED TO TWO , I ABOVE GRADE:34.3 SF BELOW GRADE:25.2 5 ; ' STORIES ABOVE GRADE PLANE. O I I BELOW GRADE:116.3 SF ' 1805.1.1 STORY ABOVE GRADE PLANE 1 , I 1 I I WHERE A BASEMENT 15 CONSIDERED A STORY ABOVE GRADE PLANE AND THE FINISHED GROUND LEVEL ADJACENT TO THE BASEMENT WALL IS BELOW THE BASEMENT I I I O ; I FLOOR ELEVATION FOR 25 PERCENT OR MORE OF THE PERIMETER,THE FLOOR AND ' I I O o ; WALLS SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTION 1805.2 AND A II I m I FOUNDATION DRAIN SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 1805.4.2.THE O o o FOUNDATION DRAIN SHALL BE INSTALLED AROUND THE PORTION OF THE PERIMETER I I I WHERE THE BASEMENT FLOOR IS BELOW GROUND LEVEL.THE PROVISIONS OF SECTIONS 1803.5.4,1805.3 AND 1805.4.1 SHALL NOT APPLY IN THIS CASE. /O F"y I I I <m 1 O I cd ' 1 1 ' w 1 o I I 3.500' � 1 1 ABOVE GRADE:8.2 SF _j 1 1 BELOW RADE:28.0 SF 1.1..1 I I O ' I I oo I I >� m I 00 , r v O C5 I I 12' W� ' ' HOUSE PORCH ; 1 I i DECK - >° , I I mm , I I ¢ ' 10, , W AB VE GRADE:36.2 SF ; u GRADE:0 3.500' ✓' x O o 00 I I 16.000' 1W O r--------------------- MM , I I ABOVE GRADE:50.4 SF � , BELOW GRADE:115.3 SF O I I O I I Ln I m I I >0 , mm I I a °< m �� I I v ABOVE GRADE:130.0 SF /0 0 ' r A8 GRADE:372.8SF SF BELOW GRADE:0 Sv b BELOW GRADE:0 SIF Q m ; ' O I I 0 O 01 v 12.558 `� I 36.000' 1- - "' N - - - - a I .-----J _ � � V DECK X 0 m m o G a, \'o P � c ° U, ob C z ob . r4U cz w m ��, n ,Y j r O� Lo U r"q +v-, O O z (n [q v N N ow w EL 70.4 O C � I �� E N v H EC JUP° 2 8 2022 Gni Southold Town U Board of Trustees EL 60.0 EL 60.0 x I I I I ,..:0 I I I I w 1 Yr GRADE PLANE CALCULATION `�+4P'IY DRAWN: MH/MS SCALE. NOT TO SCALE {> : .�f SCALE: r. 1` % . .�tT yE ,. JOB#: 6/9/2022 SHEET NUMBER: S-2 REVISIONS: —— _— — - - - --' N s n I,. . ..._ `""'mak"` ...,.. � ...�„_..,. - i ��•.i ,-«! -'-- , - : EAST ELEVATION SCALE: 1/8 — 1 -0 0 Q - - - - - - - - - - - - - - - - - - - - - - ------------ - w _ co CN 1 -- - - - -- _ - - - - -- - { , - ----- �•�, __,_.___ Vit; _ --__.__^�.:_:—:-:_:::------_--:---- -_--- -----:_:__.�_-.-:---:_-:--:::- �� , : . 4 - - - NORTH ELEVATIONti_ SCALE: 1/8 = 1 0 - - - - O 0 LA _ _ I , 88 r _6 CD # [Jcou : `►. N Wit, . m _. W w � � WEST ELEVATION SCALE: 1/8" = V-011 m S.- U) 00 v v O U y _ - _ N -177 -- JUN .�J 2 8 202 y - WL Southold Town ti .�. s ;• - Board of Trustees 1� 4i �n j ji i x s _ F, ~t I "��,� DRAWN: MH/MS SOUTH ELEVATION " °¢ r4e JOB#: JOB#: SCALE• 1/8" — V-011 / SHEETNUMBER: A- 1 REVISIONS: PROPERTY LINE -- 1 - PROPERTY LINE w O PROPERTY LINE Q 29'-61h" 16'411h" T-6" 10'-0" W ESCAPE WELL �' 1 • ----------------------------- 0 --- -------------------- --•� O I I I D PORCH O I 1 1 OUTDOOR STORAGE SHELF 1 I CONCRETE SLAB PATIO UNFINISHED STORAGE I I I ROOF DECK ABOVE BEDROOM No.4 I I I •fi �° 1 I I / 81 0" 4'-O" D �t PORCH ABOVE ALL F ILL BENEATH CONCREIE SLABSTO BE COMPACTED TO 95%RELATIVE PROPOSED RETAINING WALL ',= NEW L ••a� 2.6 DENSMASTM PfiB9.COMPACTION RETAININGWALLI J ' _fi'-D" TEST AS NECESSARY. WINE i J J ` J J . - 'J I SCREENED PORCH � r I 1 1 L.�� MA SRv BLUESTONE PATIO 1 1 J.W�YL PORCH ABOVE RECREATION l 'ROOF DECK ABOV �41 RADIANT 1 1 MASONRY OVER w BLOK STEEL J C] �J .J= - - - p,. ,� w 1 r J _ 1. BUILT IN E. J J J 14'-6" I S-,1 �S I 3 ro, M H JLC C,\1J FECTJ• Z8:0„ 00 0. `MSI PATIO_ COVERED ORCH LINEN 0 j PATIO ON GRADE STUDIO/OFFICE BEDROOM No.5 CLOSET O W v� J - EEL PATIOS ROOF DECK ABOVE. 'J ^ VESTIBULE r BATil (.-E BENCH - O � I 1 J � t r� --_ J J _ -, � - ` J _ _ _. � � • \ J I(� o, L L \ " L ^ � ' •L •� -BLUESTONE PATIO„ goo KA8 E \J '`'am/\- �. /�_ \;� %.-�i \� \ � / - AQ, qR PATIO ON GRADE^ --- _ _ J BE i BEN q E �� •.S . �j�-, ,._s.�• DENSI�,MFAC> CO.y V D• 36'-i'h" 4'Ol 1y.61/j" T E C.M u oNrO I CD o cV N PROPOSED N M m v $ FENCE N X v X X X X X mom m o _ O X a u � r cc z w � ?a:o„ -c3 2 � 40 Ll-1 Ln U T- I 00 " in PROPERTY � INE uj CL. Emw� W O PROPERTY LINE - u PROPOSED FOUNDATION PLAN SCALE: 1/8" = V-O" •t� �T i�� y `ky DRAWN: MH/MS EM E V E SCALE- 0jr eel JOB#: • .l• JUN! JUN! 2 S 2022 SHEET NUMBER: Sautno!d i sta A-2 Gcrrd of Trlstzas REVISIONS: PROPERTY LINE — 1 — PROPERTY LINE 44. PROPERTY LINE w 14'_0" 15-61h" 16'-111h" 3'-6" 10'-0" M ----------------------- 1;� o O SH LINEN 1 B" a i F �O ry MASTER BATH O wTILE FLOORING ® /RADIANTHEAT �D $ WALK-IN CLOSET IAP NESE W m — - DB O --- ------------------ MASTER BEDROOM / 4 p" I 1 SH 1'-B" LINEN ,, 1 11 ❑ 1 IN Lu BUT.IN TV Bl.T IN 14'•6" BATH I a m J „ II HALF ELI I I :D ^ ENTRY COVERED PORCH cD - LIVING ROOM E 1 '0 —•• SLOPED CEILING 1 BLLIE90NE DECK I I (ROOF DECK) I I 0 P I §D 4W 4'A" PANTRY w 36'GAf 3 6" ----- ----- 161-p" ( , BLT e w/TILEE FLOORING R co KLHEN O O O RADIANT HfnT FLUSH FLmOR r , 0 7 7 I I I I MUD ROOM Q 0 I I q l 1 TILE FLOORINGANTHEAT H w/MDIANT § x ✓-' 1 1 It BLT O x IN BENCH ' Q L 00 CL 101-VK" I 141.0" 361.0" 17-6,h" PROPOSED ;? P FENCE N X X X X X 0 CC 1 A u 0 zxo $.. w � I u m PROPERTY LINE � W Cl�00 0 Nw3 a W ---------- u u 0 — — PROPERTY LINE cn PROPOSED 1ST. FLOOR PLAN N SCALE: 1/8" = V-0" •y i _ 1p -A RAWN: MH/MS E C E I V E SCALE: JOB#: 4'!��' OO 6/9/2022 C 2022 SHEET NUMBER: Board QI Trustee,� A- 3 REVISIONS: 14'-03/4" 8'-0" 13'-11'/4" 1-- Tt'3046 EGRESS EGRESS n 16-1" 1 (V I I I ® 1 1 ZD o 1 v 1 BEDROOM No.2 IINIIHE 'o, I 1 9a1L 1D � n 1 UNHEATED a F3 I ER 1 .............. 1 1 LINEN 36'GAS 2'-6. eun,w O O �o JULIET BALGUHCQN Y �•�lVl BATH No.2 0 CD �`g LOET I ry w� o v n CATHEDRALCEILING CD OPEN RAIL Cp Hl � I o o 4'-0- 2-6 r 1 -4' 3'S" i 1 4" ;D s I 'v 1 11X I s 1 BEDROOM No.3 ATTIC Q. 1 FINISHED M ^'1 1 UNHEATED ® I V L I O 1 0 5'-10'A" L 2'-0" 16'-1" EGRESS EGRESS O TW3N6 T"046 1^1 I I I FT' 11'-4'1 10'-63/4" 36'-0" PROPOSED 2ND. FLOOR PLAN SCALE: 1/8" = V-0" oma ° � � z A x '� SFilH 12 W o I I --------------- -= 11 -� _______, 1-__________ ___ ------------ -- ", 'I I I I 12 --—-—-—-—-— P- I I I9 r , 1------------ I,ROOF POCKET it 1 1 I I 11 I ICD — — — — — — -~ X <J II r I , II 1 1 �" m COO - I I 12 I , � � 4.E, I I O I I •I'" I I I , I7� �1 I I w V 'x 0 I ROOD I I I I I I It U m �+ 1 1 FNET 1 1 I Il O Ln CT '�o :— U) 12 -------iL_ I N _ yy 12 Ir ______> W 1 1 I I i i I I I I I, 1 -------- ------- ----------- . _______ ______- _ -I I II 1 1 L W r - -,- ,r — --—-—-—-—-—. til I I9� 11 — �.-------_—_-- ECEIVE — —_—_—_—_—_—_ _JI — -------------- ------____� �_______________________-II-__-____________-1 __________________________ _________________ ' YYY "UU ' JUN 2 8 2022 ' u ? Southold Town m Board of TruMees PROPOSED ROOF PLAN -/- .,� . wc SCALE: 1/8 = V-011 DRAWN: MH/MS �. . SCALE: .� � `-.q•..., OF, C1S JOB#: 6/9/2022 SHEET NUMBER: A-4