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HomeMy WebLinkAbout1000-111.-14-30OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD 1l I a LT, rGIRTAI Nk -60 ►I To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: February 10, 2015 Re: Proposed Wetland Permit for NICHOLAS & BARBARA PALLANTE SCTM# 1000-111-14-30 An action was reviewed for the parcel in March of 2014 and a Wetlands Pefmit (8380), was issued. This action is not substantially different than the original action proposed. Michael Kimack on behalf of NICHOLAS & BARBARA PALLANTE request an Amendment to Wetland Permit #8380 for the as -built demolition of existing dwelling down to the first floor deck which is to remain; demolition of existing deck and patio; existing 1,529.6sq.ft. foundation to remain; construct new two-story dwelling including additional foundation for an attached garage for a 2,659.3sq.ft. foundation footprint; construct a 393.3sq.ft. north porch; construct a 1,242.6sq.ft. south/west porch; construct a 178.8sq.ft. second -floor south porch; and construct a 32sq.ft. outdoor shower. Located: 4302 Wunneweta Road, Cutchogue. SCTM# 1000=111-14-30 The original consistency recommendation and condition outlined stands as outlined in the previous Memorandum. The action was recommended as CONSISTENT with consideration to the following: 1. The proposed structure would be located 43' from the tidal:wetland line. It is recommended that the Board establish a 20' wide natural vegetated buffer (where possible) incorporating existing vegetation (excluding turf and wood deck, wood walk area) landward of the tidal wetland line. Chapter 268 of the Southold Town Code defines a natural vegetated buffer as: NATURAL VEGETATED BUFFER - A land area of a certain length and width where existing vegetation occurs prior to the commencement of any grading or clearing activity. Vegetation shall be maintained to achieve a minimum percentage of ground cover of 95%. To achieve the percentage of ground cover, indigenous, drought -tolerant vegetation shall be planted. Survival of planted vegetation shall be 90% for a period of three years. Maintenance activities within the buffer are limited to removing vegetation which is hazardous to life and property, trimming tree limbs up to a height of 15 feet to maintain viewsheds, replanting of vegetation and establishing a four -foot -wide access path constructed of pervious material for access to the water -body. 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: Lori Hulse, Assistant Town Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS F- fo,is iTown Plo.nning Board All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A vroposed action will be evaluatej. as to its si 'ficant benefrckl and adverse ell"ects uoon the coastal ares_(wh.ich includes all of,Southold `I"own). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thrrs each answer must be ex pined In detail listing both su a cortin and Roil - supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. 1 A copy of the LWRP is available in the following places: online at th 61 of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, t Planning Department; all local libraries and the Town Clerk's office. JAN 2 ln'� B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAME'!> /ala 1T/M> OLtIN��C77LLiJS' The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) El (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification; ena�l i�' v' * S 3S D�iy041Vv G2',�X✓MYG 17XVC%UrW DAY,rp Ir l �/7GWlelJ' Nature and extent of action: tP�Il�4/.✓.t�t/�x1JVYVGA.vOy'ifi 'p�yjvl��'ldt�a�Q�[1�,p,�,p�,q jQ l�. �aa04& LF 4r�61,Me PL -71V war 3 �s�zfQ.,�r. cor�lr Vel -Ah cv Z rr4V NdUJLc ,�JCIIT-"P/O %VCLGfJ�lA/� �•?��'� r�i� C -e1%W4r,_r , G Location of action: -��a2 ��//1�(/�/,��/� �p [��j�-�•�D/�/J,� Site acreage: Present land use: Z_ Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: e 14� (b) .Mailing address:— (c) Telephone number: Area Code( (d) Application number, if any:_ &YXQ Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No If yes, which state or federal agency?. C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III — Policies; Page 2 for evaluation criteria. "Yes ❑ No Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria F]Yes ❑ No I ^I Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III — Policies Pages 6 through 7 for evaluation criteria Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III -- Policies Pages 8 through 16 for evaluation criteria Yes F� No F] Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria K-1;1 __ n Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes No � Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWIU Section III — Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No k2J' Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the. Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye No 0 Not Applicable uaacn aaamonai sheets it 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. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. F]Yes ❑ No �I Not Applicable ' Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. FIV- V% FI XT.. 5 ;; � AT— Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III — Policies; Pages 65 through 68 for evaluation criteria. PREPARED BY_�j/Cl l�j�f�/ TITLE il�— DATE/ PALLANTE HOUSE; EXISTING: FOUNDATION 1529,6 SF 15 , FLOOR CONDITIONED SPACE: 1529.6 SF FLOOR CONDITIONED SPACE:504.3 SF 1sr FLOOR NORTH PQRCM; 394,7 SF 1sr FLOOR SOUTH PATlO; (180,0 SFJ (ON GRADE) 3958.2 SF PROPOSED: FOUNDATION: 2659,3 SF (INC, GARAGE) 17FLOOR CONDITIONED SPACE: 2031.5 SF 2N0 FLOOR CONDITIONED SPACE: 1529,$ SF 1"FLOOR GARAGE; 657,6 SF 2ND FLOOR STORAGE; 523.1 SF 15T, FLOOR NORTH PORCH: 393,3 SF 17, FLOOR SOUTH / WEST PORCH; 1242,6 SF 2ND FLOOR SOUTH PORCH: 178,8 SF 1 , FLOOR OUTDOOR SHOWER; (3z, 0 SFJ 9216,0 SF BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8380 DATE: MARCH 19, 2014 ISSUED TO: NICHOLAS & BARBARA PALLANTE PROPERTY ADDRESS: 4302 WUNNEWETTA ROAD, CUTCHOGUE SCTM# 111-14-30 AUTHORIZATION Pursuant to the provisions of Chapter 275 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 March 19, 2014, and in consideration of application fee in the sum of $250.00 paid by Barbara & Nicholas Pallante and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following; Wetland Permit for the partial demolition of existing dwelling, deck and patio; renovate and expand first floor by f1,995sq.ft.; renovate and expand second floor by f2,010sq.ft.; new two car garage (f681sq.ft.) with storage above (f530sq.ft.); an outdoor shower; new f1,732sq.ft. covered porches on north, south and west sides of expanded first floor; abandon existing and install new septic system and storm water systems; and reconfigure existing driveway and parking areas; and as depicted on the survey prepared by Nathan Taft Corwin III, Land Surveyor, last dated February 7, 2014 and stamped approved on March 19, 2014. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seat to be affixed, and these presents to be subscribed by a majority of the said BoiKd as of this date. TERMS AND CONDITIONS The Permittee, Nicholas & Barbara Pallante residing at 4302 Wunnewetta Road Cutcho ue New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GUFF runt MON AN. srPOBi_ 1 rosy 10' MAX. - AM SPACtlp� Q1pw � iA.nc Aawnr SAE Or POSt x �Piorailo OT�CK�. un iRP't w rExcoOxi tmits To- Ebl IMS EVENT AMD RTDID T AN Alt wNAT IMLL NAIfI'. RdOVD) SFDII[MI TAMIL BE MTSItED ro AN ARG THAT MRL NOT Allow Ofi-SRE 1pAl@ORT. S9• x1011 POLL (YIN.1 mn G 4 ATTACMD To STEEL M M000 POOSSfT 0• x E• YIO'/EN WIRE iENCE SI fRON 9 �_ / 4• x R• 1NENCM w/ COMPAOTED aRtxnu IiEYLYJI]IILEL'Y A6cxIZE DB}rut LYLYfWO LOf COIJRAOJ OrJR PROP03JA LOT LWIdRIL6 OYJR \ TIPLAND IIlJA /b,J09 A. IT -f IIPTAND AREA (4e,iG3 I.A. 4 M1 A Fln gJq q PN ,T 6�Bp1 VT NGW Sy.aR B T• N'Tu LGT® '_- _� 1 I 3.30 ..-.12I?I 1 y N• E I 1�• E ,�RRn� `l L r i L71.46' w_�• TYPICAL 'R• �� �� / ,/ ` LV� TYPICAL STORMWATER UNIT Q 1" (NOT ToSCALE) N 81•t0•23. w y u 5 a1.o, rEST HOLE DATA ,m.,� m wAumelo_®11wNa R..A. s sl» �ffi. Em110prc iRE v10iow "IN. m uiuu ExwnNB wxl9uR lrts AA awNN TN_ E. -Z ATC S•/SRY FOR S -S eEGRGae ro9em F1m1A m rorrmrl rAeE ®r.ORusm A. 4' 0[V _NG r9oL ®rRGrosm 1,9m DAua sura rAlRc a. o�rm�Tx�iw wed eR�i iw anm RRE rmN Fm �. rLDDD zoNc 1NrO11YATNlx iAxTN rRou: FIDOO R6INANCE RATE YN Ma ]B10]WSN N rWE'K' _EG t0 � G_ THE D2 N1NIYi CINKE Ft➢OORAx. 1�2 DETAIL A PROPOSED SEPTIC SYSTEM DETAIL G,A 9 Z - EC maw iii r raii staas(r epi ie ruRrxoT 1EACMx9 Paa T - Dr A a Tool snTEw .��AS7 'fiSiCi6FiE�E7L:7ASAi'S4S lruoA rms rs �•MW�,yg �Am lM il>DB9w99c1r - 7M1 :wwiFe ` A. SMINI .. I:..A �W_F_MhMA _ .Awrm.o rte" L Nathan Taft Corwin 0 Land Surveyor xRrW lwRl �-aA r. NOm-Im Lvn =V.— cll Z Z1 SURVEY OF 51 P/0 LOT 246 :� AMENDED YAP it " OF NASo NE POINT EY I-7 NASSAU POINT CLUB PROPERTIES, INC. > ra NR. Ix nae AUDIrsr 14, 1922 SITUATE CUTCHOGUE 0 TOWN OF SOUTHOLD 9 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-111-14-30 SCALE 1"=20' DECEMBER 16. 2009 ayy1. RnrD rRGrGAn Gere pLw�rT9�srR mll API[YBER A VMA��AARY APPROVED BY evRXO• Li.wm : arbG'0E0' 'IwAP¢I.gokNxrF SHARD OF TRUSTEES ABU = 50,504 >q. n. TE%F�19 OF r� Wxxrn 1.159 OO. 3 1 CITUNDR­, IAS AND BARBARA PALIANTE Ino. . .. - ALPNA ABSTRACT TITLE N.. A1 11395 rEST HOLE DATA ,m.,� m wAumelo_®11wNa R..A. s sl» �ffi. Em110prc iRE v10iow "IN. m uiuu ExwnNB wxl9uR lrts AA awNN TN_ E. -Z ATC S•/SRY FOR S -S eEGRGae ro9em F1m1A m rorrmrl rAeE ®r.ORusm A. 4' 0[V _NG r9oL ®rRGrosm 1,9m DAua sura rAlRc a. o�rm�Tx�iw wed eR�i iw anm RRE rmN Fm �. rLDDD zoNc 1NrO11YATNlx iAxTN rRou: FIDOO R6INANCE RATE YN Ma ]B10]WSN N rWE'K' _EG t0 � G_ THE D2 N1NIYi CINKE Ft➢OORAx. 1�2 DETAIL A PROPOSED SEPTIC SYSTEM DETAIL G,A 9 Z - EC maw iii r raii staas(r epi ie ruRrxoT 1EACMx9 Paa T - Dr A a Tool snTEw .��AS7 'fiSiCi6FiE�E7L:7ASAi'S4S lruoA rms rs �•MW�,yg �Am lM il>DB9w99c1r - 7M1 :wwiFe ` A. SMINI .. I:..A �W_F_MhMA _ .Awrm.o rte" L Nathan Taft Corwin 0 Land Surveyor xRrW lwRl �-aA r. NOm-Im Lvn =V.— • OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 # f MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM MEM RANMHOLD To: John Bredemeyer, President Town of Southold Board of Trustees LIAR 1 7 7014 From: Mark Terry, Principal Planner LWRP Coordinator Sasio:� u►��� " Date: March 17, 2014 Re: Proposed Wetland Permit for NICHOLAS & BARBARA PALLANTE SCTM# 1000-111-14-30 Michael Kimack on behalf of NICHOLAS & BARBARA PALLANTE request a Wetland Permit for the partial demolition of existing dwelling, deck and patio; renovate and expand first floor by ±1,995sq.ft.; renovate and expand second floor by ±2,010sq.ft.; new two car garage (±681 sq.ft.) with storage above (±530sq.ft.); an outdoor shower; new ±1,732sq.ft. covered porches on north, south and west sides of expanded first floor; abandon existing and install new septic system and storm water systems; and reconfigure existing driveway and parking areas. Located: 4302 Wunnewetta Road, Cutchogue. SCTM# 111-14-30 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, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the policy standards and therefore is CONSISTENT with the LWRP provided the Board considers the following: Due to the proximity of the dwelling to Wunnewetta Pond surface waters it is recommended that the Board consider requiring the following conditions on the parcel to further Policy 5 and Policy 6 and protect water quality: 1. Establishment of a 20' wide natural vegetated buffer incorporating existing vegetation (excluding turf and wood deck, wood walk area) landward of the tidal wetland line (Figure 1). Chapter 268 of the Southold Town Code defines a natural vegetated buffer as: NATURAL VEGETATED BUFFER - A land area of a certain length and width where existing vegetation occurs prior to the commencement of any grading or clearing activity. Vegetation shall be maintained to achieve a minimum percentage of ground cover of 95%. To achieve the percentage of ground cover, indigenous, drought -tolerant vegetation shell be planted. Survival of planted vegetation shall be 90% for a period of three years. Maintenance activities within the buffer are limited to removing vegetation which is hazardous to life and property, trimming tree • • limbs up to a height of 15 feet to maintain viewsheds, replanting of vegetation and establishing a four -foot -wide access path constructed of pervious material for access to the water -body, [Added 12-15-2009 by L.L. No. 15-2009] Figure 1. Subject parcel and potential natural vegetated buffer area. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Ccs Lori Hulse, Assistant Town Attorney I 11w (5) Pallante Taken Jan.16,2015 Looking NNE Taken jan. 16,2015 Looking NE PROPOSED NORTH ELEVATION SCALE: 1/8" = 1' 0=1111, I PROPOSED WEST ELEVATION SCALE: 1/E" = 1' REVISIONS o .o •© 0 0 N a m s U�z U U 00 � U b tzt v V 1 z O H z � Qo w z ow O z H Q Q a� O w C)z 0z 0 Q w U c� r---{ Ct U) DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: January 15, 2015 SHEET NUMBER: A-1 PROPOSED SOUTH ELEVATION SCALE: 1/8" = 1' PROPOSED EAST ELEVATION SCALE: 1/8" = P REVISIONS O� O� O 0 (V ^ 0` M U z 0 .r a O F—I W W 0 � xW Z oW O H Q Q a� O w W 0z 0 Q �-F- LU U ct r---� Ct U) DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: January 15, 2015 SHEET NUMBER: A-2 ......................................... .................. ....................................................................... 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TO I UI MING WITH TIMB ERLOKO - '_•___.__,: YS DEBAR 412'OC L•, , 4t 1• �.. /S REIAR eII'OC SERF{OUNTERSINNING SREVK 4 G (MJ I •j •^• ` 0 fT 012- YOLYMflC MANUFACTVKING My�f}RI• IIYAAI/1}ii tY1L VFVT (21CRCW5432.OC) BAFIXTURES. EJ(_�'IDEIOJ2_pC__ INSTALL NEW SLOPRNK 71-0�`PIIAP.�DA DfTI • , (�11XIO AS GIRDED - 11 t E�'•I{ ��• P 1• _ ___ ____________ - - a. a..:i Eia-Oi^� R:• _ •�1•••'�•• � REMOVE E%. WALL •---!•KJ� =r i� .AS .....O.CD FOR � FIREIUCi. fOL'NDATION �� U• EX. RETAINING " WALL TO REMAIN "• � ,. �. A.__....RVEN HFADTi}_._._.L •,, : - �REMNEFl FINE 1"'i• �: ' • : NEW ACCESS OPENING .. ••••AR UNTILEVER 4 M-36'WIDE.VEKIFY ASH ' Pry DOM iDR IXISTING SHEETROCK TO If REPACEO DOOR w/SC HINGES VENfY HEAPR 5/rTYPE-X FIRE RATED AND STEEL JAMB DUMP ACCESS 5I Iv •:,1„'••j Y . f%ISTING EGRESS/WALK OUf� .Y ' •••- SHEETROCK PER CODE w, ANB WADCRWAYASRERVIREB• •HADD 5X5%U-STEL P)S. ST .E� '; CONCFR Tb•RWAY AT 1H- :�:,'.. FOR DEW OVER OPCING >> _ �I •SCK APRDN MF w/ARCHITECR -F- AT EACH END. ADD' ADDITIONAL 36'XI2'�TG W ' .. .. w/ ({) /5 DEBAR FAC!! WAY C Ex.�2 2x1_• xr •_ _ JY B i�$ NEW4%4XV4TVBEMELCOLVMN:-• �) ^Ir _ _ lI Y K WITH f'X6' LASE PLATE ON S'i'XSi'%1'-0' CONCRETE FOOTING . — 'j REINFORCED FMH fif5 REIAR EACH WAY : • �� ....... �........... _ _ _ — " — - .:_ _,—. ' • E%.2%6 RATE OVER S -12W X rd STEEL GIRDER • • , _ EX rUTE OVER S-V2w X"YSTEELGIRD[R J1AAAIN• �E (3) 2%iV DFY2 w/ (2) L[' fTEIL i LUSH L W.1 REMOVE EX STAIRS G. _1I {5 MIN. ARE RATED CLOSE OFF OPNG. E5.O y IKJOR w/sc HINGEs ., L — — J • Ex f• Hlc AND S41R7RME'• RAISED SUB AW: I SIF R. DEI 2YID ICn nI .1L•l1M! •{ � C;'r 1',w„ (AT CANTILEVER) Yt MSTALLSMTYPE-% I t'IL _ _ FIRE RATED SHEE1'ROCK C • ON CEILING PER CODE �: O DF12 w/12'ST CELT LUSH BLAMNECK '� OVEF --""-- wI Iy 12'1bCONC. PIER ' ' : REMOVE F%. FIREPLACE : (2)/S VERT.RFYAR'5/8'TYPE-X FIRE RATE • ,SHEETROCK PFR COD'•••-•••-----• 1 FOUNDATION • '••'•• (4)2%IO DFY2 (FLUSH w/JOISfi 24'X24'XI2'CONC FTG.: � • ' o. I- 3,�. - , - 3'tELOW GRADE (TYPJ • 'i;''� 15 REIAR 012 -OC IS REIAR 0I210C -�d REMOVC Ex. TIRLf!ACCETY -NEW OPENING d -Q" . 3 Q f� FTG .PI__________ __ __________ 4O FTG -(IVP)____ i FOUNDAIION xRE AR002-OC _ ...::: ' • • • . r G • G. (TYPO) 15 REQ O12'OC 2O -6th" LEDGEOOARD TOBE FMSFFNDED tQ'-G%" 7'-0'A" MROVII FRAMED OUT APRON TOBUILDINGWTTHTMBERLOK. - ' UNDER ECKING WITH CLEAR �•iE: •.La N SELFLOUNTERSINMNG SCREWS :C �( .CEDAR EAVYDUTYLATTICE O PROVIDE FRAMED OUT APRON REMOVE EXISTING BY OLYMPICMANUFACTURING O M TY/INE CELLAR ;--y UNDER DECKING WITH CLEAR STONE PORCH R SCREWS O 32' O.C.) I I 1 CEDAR, HEAVY DUTY .—FO O el Y NOSE: ITN UNC. PER i INSTALL 21kr GENERIC PROPANE : IS VERT. MAR 7'- 3" 7 - Y,J" M• V GENERATOR WITH TRANSFER SWITCH 24W(2)4W2'%0,Of RG. w ..••••• 3'IELOWlDIMOElpY'P.) ••••••• e .:.;-_..�:• !. �l1EJ121x1lo1�!C1q!!GEIR1D1ER1!_E.1.1- ..•_. _.5. .:-,()2X10 Acq GIR•DFR3EF i. . _.i'• sEe=::eE'E:".•••-• (3)-2%0 DF FLUSH GIR 3 2YID;FLU5H GIRDERO q-0, �_VmassSppJFE 2-_ _ c- I - :X3�skt6QM1eLeRsea: .................. ... ..• N FOUNDATION PLAN SCALE: 1/8" = 1' E PROJECT NORTH WINE CELLAR NOTES: 1). PROVIDE CLIMATE CONTROL STORAGE MVIROMENT TO IF MAINTAINED AT 55 ki E AND 65% RELATIVE HUMIDITY. 2). DOOR TO WINE STORAGE TO BE MAHOGANY PROVIDE INTER- LOCKING BRONZE WEATHERSTRIPPING. DOOR SWEEP AND THRESHOLD DOOR SME TO BE VERIFIED w/OWNCK GLASS PANELS MUST BE DOUBLE -INSULATED. FRAME TO MATCH DOOR. DOOR TO BE 1-3/4' THICK WITH A SOLID CORE. 3) WINE RACKS N.I.C. 4) WALLS TO BE FRAMED w/ 2X6 STUDS O IC OC. BOTTOM PATE TO BE ACQ AND FASTENED TO CONCRETE 5) INSULATE WALLS w/ R2I INSULATION. PROVIDE 6m 0. POLY VAPOR SANDIER BETWEEN CONCRETE WALL AND INSULATION. i) WALLS AND CEILING TO HAVE I2' MOISTURE RESISTANT GYPSUM BOARD, SCREWED. TAPPED AND SPACKLED WALLS AND CEILING TO 1E PRIMED PAINT CEILING w/ 2 COATS OF BEN. MOORE PAINT. 7) INSTALL 1X4 TAG CEDAR. VERTICALLY. USE STAINLESS STEEL FASTENERS. TRUE MATERIAL TO MATCH. DO NOT INSTALL BASE TRIM BEHIND RACKS. t) FLOOR TO BE TILED. 1). EXISTING FOUNDATION: r CONCRETE (LOCK Tf' 4/• HIGH WITH DOUBLE SILL RATE z) REVIEW PUN FOR CUTOUTS FOR ACCESS TO CRAWL SPACE /ADDITION. 3). VERIFY NEW WALL HHGHTS PRIOR TO CONMUCTON ADJUST AS RfQU1RED FOR FINISHED FLOOR HEIGHTS TO MATCH EXISTING. 4) NEW WALLS TO If r THICK POURED CONCRETE. 3000 y, EXTERIOR TO BE DAMPPROOFED WITH A IITUMINODS COATING PER NYS CODE. INTERSECTIONS WITH EXISTING FOUNDATION TO BE TIED IN LDRILLAND EPDXY) WITH /5 REIAR AT 12' OC AND AT FOOTING. 5). NEW FOOTINGS FOR WALL TO BE 16' WIDE X r DEEP. MIN. 3' BELOW GRADE. STEP FOOTING AS REQUIRED WITH SLOPED GRADES. FOOTINGS TO HAVE 2 - I5 CONTINUOUS REIAR. ALL FOOTINGS TO REST ON UNDISTURBED SOIL (MINIMUM 3001/ CAPACITY). 6). FOUNDATION SUI TO BE 4- THICK 3000PK CONCRETE ON COMPACTED FILL INSTALL12' EXPANSION POINT MATERIAL WHERE SW MEETS ADJOINING WALLS. COLUMNS MUST ABOVE BLOCKED OUT AND ISOLATED FROM THE REST OF THE SUR THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL JOINTS. CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SAW IN DEPTH MAXIMUM JOINT SPACING SHOULD EQUAL SUN WIDTH MAXIMUM JOINT SPACING FOK 4INCH THICK SUI IS TO BE NO MORE THAN If FEET. 7). PROVIDE 2 - 2X6 ACO ALL PLATES UNLESS OTHERWISE NOTED SITE PATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL (TYPICAL). IJ PROVIDE SM 011 ANCHOR DOLTS AT TW O C. AND WA P -r OF CORNERS, INTERSECT ONS AND SPLICED JOINTS. ANCHOR BOLTS ARE TO HAVE A MINIMUM 7' IMBEDMENT INTO THE CONCRETE. EACH ANCHOR DOLT TO BE ATTACHED TO SILL FUTES WITH 3X3 SQUARE WASHER AND NOT. t). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE PROVIDE BLOCKING AT N-0. O.C. AND M05FAN. 10) INSTALL SMOKE AND CO DETECTOR PER CODE 11). EXISTING FURNACE AND HVAC SYSTEM TO BE REVIEWED PRIOR TO BIDDING. VERIFY FURNACE CONDITIONS MEET CODE WITH CLEARANCES. RUE. etc 12). INSTALL 5A' TYPE% FIRE RATED SHEETROCK OVER GARAGE ARU AND OVER FURNACE. A {} 'ALL FTG. 2x10 DF12 •'�'"} O� l�I O 4 N 0 2 m IY raL(.2uu cow U IDA oNC F{ is O: .. o, LF, 00 O e�5• 1 '�1 U Y z a 3-61/2 14fn• /C�, EOE�� 1r...�T l z W 0 0 z _ _____ _____ ___ yi 7'-4"- 3.-4" ____ 15,_10 -------------------- _____ Y I fC N EOE� {P1 P1 A v, O w W K LVIE� 0 0z �3 L� r �.� U CARAGE /•W// t.E- ct vJ u '- � W/ 6X6 8/8 WELDED WKE FABRIC OVER 4• GRAVEL NOTCH 2- DOWN AT OVERHEAD DOOR OPENING ' 1 1/4"=1'-011 JOB R: January 15, 2015 SHEET NUMBER: A-3 N O_ I , I, _ __ _______ ____ ------------------------------------------- __ A REVISIONS O� DOQ N Ln sz LF, 00 e�5• 1 '�1 U Y z a EOE�� 1r...�T l z W Q\ � z 1 •V EOE� {P1 P1 v, O w W 0 0z L� r �.� U cd /•W// t.E- ct vJ DRAWN: MH / MS SCALE: 1/4"=1'-011 JOB R: January 15, 2015 SHEET NUMBER: A-3 NOTE: ALL DLTERIOR AND EXTERIOR DOORS TO RE V TALL WITH MIN. 4ALL REARING HINGES PER DOOR. ALL EXTERIOR DOORS TO IE KEYED ALIKE. NOTE: MNAM NEAT IN ALL TIED AREAS LOCATION: AREA: LIVING SPACE: 1948.5 SQ. FT. GARAGE: 000.0 SQ. FT. PORCHES: 1713.6 SQ. FT. PROPOSED 1ST. FLOOR PLAN SCALE: 1/E" = 1' 4) PROVIDE 3-2X10 DFP2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE I JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICRO" HEADERS. 5).A EXTERIOR OPENINGS TO HAVE.ESIGN-PRESSURE UPGRADES WHERE APPUCA If PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPAR GLAZING. 6). EXTERIOR OPENINGS TO BE ANDERSEN A SERIES HIGH PERFORMANCE WINDOWS AND DOORS. GRILLES TO BE 1.1/8' WIDE WITH SPACER RAR. PROVIDE SCREENS FOR ALL OPENINGS. GC TO BID STANDARD HARDWARE. VERIFY FINISH AND MISS WITH OWNER PRIOR TO ORDERING. TOP OF WINDOWS TO MATCH W DOORS. ly. ALL WALLS AND CEUNGS TO BE PROVIDED WITH 5/P SHEET ROCK BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCIL SHOWERS TO HAVE CEMENT BOARD (TYPICAL). 12). INSTALL 2Mw GENEMC CENHJRIAN SERIES PROPANE GENERATOR ON CONCRETE SW. SCREEN OFF GENERATOR WTTH 5'4/. TAU ARIORVITIES (OR SHRUBS AS SELECTED BY OWNER) LOCATION TO BE VERIFIED IN FIELD WITH ARCHITECT AND OWNER PRIOR TO INSTALLATION. 13). INSTALL / BURY 5"1. PROPANE TANK CONNECT TO GENERATOR, OUTSIDE APPLI NCES (FOR GRILLE). KITCHEN APPLIANCES AND DRYER. LOCATION TO BE VERIFIED W FIELD WEH ARCHITECT AND OWNER 'OR TO INSTAL 101,1. ADH32W ADH32W REVISIONS D 0 1�1 3�1 N U � .jam a M M � 1p l� d -i U }{ ?I �L• � h v � I b U 0 x R, V1 O h--'1 W � a O O H Q Q V� '^ U) Lu W Q Z Q Lu U 03 V 1^1� DRAWN: MH / MS SCALE: 1/4"=11-0" JOB #: January 15, 2015 SHEET NUMBER: A-4 Ii� /-M3250 2/ LI) 2XIO DR. • •• s MASTEI BEDROOM but / II��, Dnnnnt�DliP / / I / / oma IS ,II GII '/......•.... hili ririi - ,..,,,,,/i L s — --. ��• i 111111/iiiii� .•.or�iiiiiiiiii/ DALL INTERIOR DOORSTOPEG.- TALLWE`H NOTT,- 2). DTFRIORWAMS TO RE FRAMED WITH 2X6 DF#2 STUDS AT 16- O.C.. ,iiiiiiiii �i •,ii�iiiii villi. 1111,1 Irirrii✓� viiiiiiiiiiiiiiiiiiii� MIN. I IIIALL I EXTER OR SHEATHING TO BE 5/2' THICKIFIR CDR PLYWOOD. AM ...:1ABLING H NOES PER DOOR. I DOORS TO BE KEYED ALIKE. 4). PROVIDE 3.2XI DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO AVE2JACKSTUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK MISS ON EACH SIDE FOR MICROLAM HEADERS. APPLICABLE PROVIDE DEBRI-PROTECTION PANELS FASTMING LOCATION: AREA: LIVING SPACE: 1529.1 SQ. FT. STORAGE: 523.1 SQ. FT. BALCONIES: 120.1 SQ. FT. 2). PACED MULLS TO BE PROVIDED WITH 2.2X DF/2 STUD POSTS O O,) POST O « UNLESS OTHERWISE NOTED. W-0. B). INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT RI9 S, 6). EXTEKIOR OPENINGS TO BE ANDERSEN A SERIES HIGH PERFORMANCE DOORS. TO BE 1 WIDE WITH SPACER BAR. •••••••••••••••• N t D �]•' FF 0 10). INSULATE CEILINGS WITH IL30 INSULATION. N WINDOWS AND GRILLES -VT PROVIDE SCREENS FOR ALLOPENINCS CC TO PID STANDAR. M `C5 � 11).ALLWALLSAND COUNGSTOBEPROVIDEDWITHSMSHEETROCK�j Z UNFINISHED v 3„ E BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCR SHOW ERS O TO HAVE CEMEW BOARD CSY "Q. HARDWARE. VERIFY FINISH AND STYLES WITH OWNER PRIOR TO A � � � O j t u 0 a 12). INSTALL SMOKE AND CO DETECTORS PER CODE ORDERING O Zip 11 F--1 l� PROPOSED 2ND. FLOOR PLAN O Z j W CATHEDRAL .......... z-�• '-�' la'-�' _� • PROVIDE ALTERNATIVE BID FOR ANDERSEN A SERIES VS. MARVIN LOW -E II CUD E PROJECT NORTH �'P •, 0 CEILING """..--' \ � z O N nQ 7). REVIEW PANS FOR LOCATIONS REQUIRING TEMPERED GLASS. V/ C ; N 1 ) z 2). PACED MULLS TO BE PROVIDED WITH 2.2X DF/2 STUD POSTS O O,) POST CUPOLA UNLESS OTHERWISE NOTED. B). INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT RI9 S, •••••••••••••••• AND 2X4 WALLS AT RI3. D �]•' FF 0 10). INSULATE CEILINGS WITH IL30 INSULATION. N CATHEDRAL COLING M `C5 � 11).ALLWALLSAND COUNGSTOBEPROVIDEDWITHSMSHEETROCK�j Z UNFINISHED v 3„ E BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCR SHOW ERS O TO HAVE CEMEW BOARD CSY "Q. STORAGE � � � O 'C u 0 a 12). INSTALL SMOKE AND CO DETECTORS PER CODE O O Zip 11 F--1 l� PROPOSED 2ND. FLOOR PLAN W � SCALE: 1/8" = i' o z-�• '-�' la'-�' _� 2'—T E PROJECT NORTH 0 2 - 14'-0I/2- ADH3250 Oen MUM) w � A REVISIONS D 0 N x Z oz Lo UU b C5 ~ \) 'C u 0 a O F--1 l� W � 0 w � z O N nQ V/ C W N 1 ) z 0 Q ctU f^I� f� DRAWN: MH / MS SCALE: 1/411=1'-0" JOB M: January 15, 2015 SHEET NUMBER: A-5 V 4/ OH ADJUST TO MATCH � HOUSE SOFFIT STORM WATER MANAGEMENT DETAILS N.T.S. GUTTERS GUTTER SIZE ROOF AREA ROOF AREA (INCH) p 1/16" SLOPE Q 1/8" SLOPE 3 340 480 4 720 1020 5 1250 1760 6 1920 2720 ROOF AREA: 4606 SO. FT. AT 100% WATER RUNOFF: 770 CU. FT. PROVIDE (4) t' DIA. X G' DEEP DRYWELLS t'dia., 6'deep DRYWELL CAPACITY: 253.5 CU. FT. TOTAL COMBINED DRYVI/ELLS: 1014 CU. FT. DOWNSPOUTS DIAMETER OF ROOF AREA ROOF AREA LEADER (IN) SQ. FT. GPM 2 1088 46 2-1/2 1174 12 3 3220 134 4 6920 1 288 DRAIN PIPE DRAIN PIPE 1/2" SLOPE GIM 1/4" SLOPE GPM DIAMETER 3 1644 68 2320 96 4 3760 156 5300 220 5 6680 278 9440 392 6 10700 444 1510, 629 DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE / CAi E4 I I I I J L n' I r7 Ic I I I I 13/4X91/2 ML RIDGE i M� 1' 4/- OH ADJUST TO MATCH HOUSE SOFFIT RAD. ROOF /3,Yk 4Mt NrP 12 3� 12 r „ 1-3/4X94b ML RIDGE y s�I22 @ V i r ROOF PLAN RKKET -- - - ---• ...-----_-_-_-_- --■- --- -- SCALE: 1/E" = 1' S O L'y h N °- ----� ())2X10 DF/2 _._ DI x. 3 O PROJECT NORTH K i ry \V O O H ----------- ---------- - _ ------------ -- ----------- U X A A 7� O P OH 1) INSTALL 2X6 PERIMETER PUTS. FOR ROOF FRAMING ON 5/1' IRS SHTG. 2 /44'' MaL O 2). RAFTERS TO BE 2X8 III UNLESS OTHERWISE NOTE., CHANGE RAFTERS TO 2XIB IF SOUR PANELS ARE TO BE ADDED (CHANGE VALUES TO 7.1/2). LOL� E11 l Fn F--'1 ; 3). ROOF SHEATHING TO BE 5/C' THICK FIR CDX. 22' MD. ROOF 22' MD. ROOF . f 4). APPLY METAL DRIP EDGE OF AN/ UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. (f) I.1.1 ! ;M OH C) z J L M R I •MI1 .r Lu U USE ICE i WATER 5).U5 E30/FELTVNDERIAYMFMWITHBROW V) c {' ML DRAWN: MH/MS OkMIERNG. CARRIER AT TORCH ROOFS AND EYEBROW DO3MEIli 1/4"=1'-0" JOB #: January 15, 2015 SHEET NUMBER: A-6 6). KE L WATER BARRIER TO BE USED IN ALL VALUES AND WALL INTERSECTIONS WITH ROOF AND SIDE WALLS "CAU. ' ON: 7). N NOT INSTALL UNDERIAYMENT ON WET / DAMP PLYWOOD"I SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERUYMENT. F UNDER UYMENT IS NOT TO CE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY. COVER WITH HEAW DITTY TARP LNTIL ALL ROOFING IS COMPLETE. 1 t). INSTALLASPHALT ROOFING AS PER MANUFACTVRFS WRITTEN INSTRUCTIONS USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11. 12 GAUGE WITH AT -moi (31 2�10.DF�2 R R R R RIt , R LEAST 3T DIA HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT ( . CUTTING INTO SHI NGIE SURFAC E ._ ----•---- ............... _..............._..__...._. .. -- -- E ------ -----:'_: REVISIONS O L'y h N N\ L—] -4 4_� K i ry \V O O H U U X 7� O W Q a O LOL� E11 l Fn F--'1 O (f) I.1.1 C) z J L Q Lu U V) c p-.1 DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB #: January 15, 2015 SHEET NUMBER: A-6 10' MAX. O.C. SPACING STEEL OR WOOD FILTER FABRIC WITH WIRE SUPPORT,, POST (TYP.) Ipr--Ip■• pre- p-- p- p-" per" p- s.- r . II r/ 11 rl r r � r r VIII IIIA /llr/lrrllr rrrrrrrr�rrr�rrr�pr�llll SII III III III r/ III ILII II II 1 1 I Ir II���I/IIIIIIIIIIIIIIIIIIIIIIIIIIII�''/'I�����I � II��IIIIIIIIIIIIIIIIIIIIIIII ���III ���� SILT FENCE DETAILS NOT TO SCALE NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. 36" HIGH POLE (MIN.) STEEL OR WOOD POST FILTER CLOTH ATTACHED TO 6" X 6" WOVEN WIRE FENCE FLOW 4" X 6" TRENCH W/ COMPACTED BACKFILL EXISTING LOT COVERAGE OVER UPLAND AREA (46,203 sq. ft.) DESCRIPTION AREA % LOT COVERAGE EXISTING HOUSE 1,579 sq. ft. 3.4% BRICK k SLATE PORCHES k STEPS 797 sq. ft. 1.7X PAVER PATIO 406 sq. ft. 0.9X WOOD WALK & DECK 776 sq. ft. 1.7X TOTAL EXISTING 3,558 sq. ft. 7.7X N/OF COOM13E ROGFR E COOMBE & COR INN NG DWEw wA�•R us0P/ LOT 246 \ Rfc�T N o PROPOSED LOT COVERAGE OVER UPLAND AREA (46,203 sq. ft.) DESCRIPTION AREA % LOT COVERAGE EXISTING HOUSE 1,579 sq, ft. 3.4% PROPOSED ADDITIONS 400 sq. ft. 0.9x PROPOSED GARAGE 681 sq. ft. 1.5% PROPOSED PORCHES 1,732 sq, ft. 2.7% EXIST. WOOD WALK k DECK 776 sq, ft. 1.7X TOTAL PROPOSED 5,168 sq. ft. 11.2% / / 4" / � S i X W Li / -1 t W � W W o 00 t ° I 47.03 r / m� Ilk II 3 � FOUND n 12.4 WIRE _ PDLE / U So O la.eX 1 9.39' 30( E Co1' z % TRENCH DETAIL - m N 11.d X 1 E3LOCK U • $o, . � 1 � � r `✓ � /. . • � 0 01 ° �. 0 `113OF wood O / 22 O ,,�%< 0 1 1 z _ lol, o •' %•• •'.• t'31Iyrn I APPRoxIM ATE I l 1:_A �. �• , .. � � �� �,0. 12.3 �?yJ � CP I I TO RE VER FlED DAL WETLANDS BOUNDARY ......... - % 4 ......... • a \/I� 5TON1=.: •`. i' s LD ' I / I�` I TR.-=- ./ 'It RDRIVE►^t/ ' . J' \ ^ TM M0o0 1 r ::;::. �. [i •'.': • ! /, E BULKHEAD Ze S 6 � _ � pUT51DE HER _ :'•:...... f �:� x ^ .-.. '"!" •''r 4 O 4 9.3S w � I $R•.CK / G 9' ::::::G:: 49• 4'X4' L-= K / 4(p OOL%oR N i ` / 0 33.303 15 31 4g,, iD 1 I ui' z I_ 57.9' 21 ^ ' iJ: I I^ 67.2' F.FL. 1x.12E MROtp \ G r FLAG 4 3, 30 " T rpt - I 1 _ house �X� �` N 86047 ' 2 E ; I 1 m I Proposed 5 bdrm• 2 story DTIN1POR EXISTI c�' ���' #RI^K x aorlc a o� t^I� r i r WALLS N m �t �m Y ^� / / FLA � 29.6 4 R I ) I Z Q� DRIv� I� I \ \ D rJci' 3.2' 3.3. CI y i ' \ DECK I Proposed; First fl. Atrium, Mud rm., t> 4 B• ..::: frfoo w�4 2A 1 I \ I FIA WOOD WALK Hyl l / laundry rm., staircase to 2nd floor. fl. t e.e' `� second master bath, access to 11.4 / VEL FLAG `' / 2>< _ - - - - - - - - - - - - - = unfinished storage area, stair case 21.s' O coNc►� \ X RCH /R 7 PO PAvlt J/ o* 3/,/ S E 01 SIGING / 12.3 / c7 x / 4ry X� x X - -r• \ 5 � � tX-52 -1�1�� I / X�I I 1 QIN6 SIT 012 i 13- / ���5 /O - - OROLft X - - - w� /,o N 1 \ X 1 rG$ / !-- 6 V7FLAG 21 1/ 11 I x X :�FUG_TB/ - _- 4 I X1.5 x X� \ ` x 46 / X� -�� ti \ Fuc P/O LOO FLAGy W 1.48 �6'• y� ' / S B2'56 5891 xSA "'G�°"�`�,�, x / '`IZID TYPICAL STORMWATER UNIT (NOT TO SCALE) G PJ 6' THICK REINFORCED CONC. COVER 2.1 \\ cy, \ `r� ° FiJo 16 / / FINISHED GRADE \\ `y �LAGNJ • ?0 X61 X-" x �(E D / 2 0 / 1'_0. x. / 1- (max.) \ LAG 12 i, \ y.�E�AG13 / \ ` i X52 1Sf / / (h CRUSHED 3/4' - 1-1/2- STONE // / • ALL AROUND 3' ---Zz �(f1 N g 1.10'�2 „ w 2.9 81.079 GROUND WATER O o Q\ �tQ F• HOUSE 1' k INV. EL 12.0' 15' xF SAY RIGHT w 20„ W LOT 226 56'00, TEST HOLE DATA (TEST HOLE DUG BY A4CQQNALD GEOSCIENCE ON JULY 5, 2013) ELEV. 10.9' c' BROWN SILTY SAND SM r RALE BROWN FINE SAND Sr BROWN SILLY SAID SM TOR BURIED 4' DEER max. PRECAST REINFORCED CONCRETE COVER BURIED 1' DEEP min. 2' DEEP max. MIN. 4- are. CAST IRON PIPE 20'mtn PITCHED 1 4' 1' TOP ELEV. .11.8, - 1 N O INVERT r s• LLE RN M FINE YO MEDIUM SAND SR rx \TER M LLE BROWN FINE TO MEDIUM SAD SR i tr SURVEY OF P/0 LOT 246 AMENDED MAP `A " OF NASSAU POINT 0 WNED BY NASSAU POINT CLUB PROPERTIES, INC. FILE No. 156 FILED AUGUST 16, 1922 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-111-14-30 SCALE 1 "=20' DECEMBER 16, 2009 AUGUST 31, 2011 ADDED PROPOSED DECK OCTOBER 5, 2011 REVISE PROPOSED• DECK SEPTEMBER 19, 2013 UPDATE SURVEY NOVEMBER 13, 2013 PROPOSED HOUSE F.R20R4SEDS ADDITIONAL H E0D01 APRIL 2. 1RtVIPER C.S. NOTICO3/18/2014 AREA = 50,504 sq. ft. (TO TIE LINE 1 -159 ac. do BULKHEAD) CERTIFIED TO: NICHOLAS AND BARBARA PALLANTE CITIMORTGAGE, Inc. ALPHA ABSTRACT TITLE No. ALP 1 1 395 NOTES: 1,000 sq. ft. 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: to.o EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -10 - - - - F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR PROPOSED FRONT PORCH 1/2 EXISTING HOUSE AREA: 1,300 sq. ft. BASEMENT FLOOR T. B. - TOP OF BULKHEAD B.B. - BOTTOM OF BULKHEAD T. W. - TOP OF WALL B.W. - BOTTOM OF WALL 2. PROPOSED SEPTIC SYSTEM FOR 5-6 BEDROOMS PROPOSED FUTURE 50% EXPANSION POOL ® PROPOSED 8' DIA. X 4' DEEP LEACHING POOL PROPOSED DO 1,500 GALLON SEPTIC TANK 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 4. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO502 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. DETAIL A PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) FINISHED GRADE ELEV. 14! - 24LACKING. CK. WATamGm t INSECT PROOF CAST IRON COVER TO GRADE . 4- �• TOP 11 -mMAPPROVED PIPE PITCHED 1/8/1' ELEV. .0 .! - 1u -�_BrVElfi . FLAW ELEV..IO.L' BA FLE BOTrOM ELEV. to,' SEPTIC TANK (1) 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO B BEDROOM HOUSE IS 1.500 GALLONS. 1 TANK: a' DIA X 5' EFFECTIVE DEPTH 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OF 3.000 pal AT 25 DAYS. 3. WALL THICKNESS SHALL BEA MINIMUM OF 3'. A TOP THICKNESS OF B' AND A BOTTOM THICKNESS OF 4. ALL WALLS. BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 pef. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 5. THE SEPTI: TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TMEIIANCE OF t1/4' ON A MINIMUM 3' THICK BED OF COMPACTED SAND OR PEA GRAVEL.. B. A 10' min. DISTANCE BETWEEN SEPTI: TANK AND HOUSE SHALL BE MAINTAINED. DRAINAGE SYSTEM CALCULATIONS, PROPOSED FRONT ADDITION AND GARAGE AREA: 1,000 sq. ft. 1,000 sq, ft. X 0.17 = 170.0 cu. ft. 170 cu. ft. / 42.2 = 4.1 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS PROPOSED FRONT PORCH 1/2 EXISTING HOUSE AREA: 1,300 sq. ft. 1,300 sq. ft. X 0.17 = 221 cu. ft. 221 cu. ft. / 42.2 = 5.2 vertical ft. of 8' dia. leaching pool required GUTTERS PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS PROPOSED BACK PORCH, REAR ADDITION AREA AND 1/2 EXISTING HOUSE: 2,100 sq. ft. 2,100 sq. ft. X 0.17 = 357 cu. ft. 357 cu. ft. / 42.2 = 8.5 vertical ft. of 8' dia. leaching pool required PROVIDE (2) B' dia. X 6' high STORM DRAIN POOLS PROPOSED NEW DRIVEWAY AREA: 1,500 sq. ft. 1,500 sq. ft. X 0.17 = 255.0 cu. ft. 255.0 cu. ft. / 42.2 = 6.0 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: FiNISH GRADE ELEV. •1!L: i min. ` 4- dia. l CROSSDVI PIPE =1 w BOOM 3 LEACHING PO I�! ly JAN 2 1 2015 I FURTHEST LEACHING POOL OF A 3 POOL SYSTEM 3 CLEAN SAND COLLAR GROUND WATER ELEV. JZ I. MINIMUM LEACHING SYSTEM FOR A 5 TO I BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 3 POOLS: B' DEEP. B' ra. 2 LEACPOOLS ARE S, ENFORCED CONCRETE (OR EQUAL)LAH� STRUCTURES, DOM CONSTRUCTED PRECAST LAM 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SFWJ_ BE MAINTAINED. 5. AN B' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. B. AN B' min. DISTANCE BETWEEN .LL LEACHING POOLS AND SEPTIC TANK SHALLBE MAINTAINED. PREPARED IN ACCORDANCE WiTH THE MINIMUM STANDARDS FOR TiTLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCLATIO �E 0FNj�E��,1 No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7208 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT DE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS 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 INSTI- TUTiON. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED.