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HomeMy WebLinkAbout1000-86.-2-7 OFFICE LOCATION: oE SU(/ry0 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 • Telephone: 631 765-1938 COUNTY LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 6, 2020 Re: LWRP Coastal Consistency Review for HAWKINS SCTM# 1000-86-2-7 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 LWRP policies and therefore CONSISTENT with the LWRP provided the following is required to further policies 5 and 6 to protect water quality of Richmond Creek. 1. The installation of a vegetated non-turf buffer. 2 The installation of a I/A OWTS landward of the single family residence. 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: Damon Hagan, Assistant Town Attorney Town of Southold --__ LWRP CONSISTENCY ASSESSMENT FORM A Town A. INSTRUCTIONS '�a rd 1. 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. B. 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 proposed action will be evaluated, as to its sienificaLtt beneficial and adverse-effects upon the coastal area!which includes all of Southold Town1. 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. Thus. each answer must be explained in detail. listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. 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. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# .0`� - - .7 PROJECT NAME ���.��� o[.� i,� 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) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: rA 141;d ®/7" ,b/d-" /y"e92-51t1r�K" �� a Location of action: Site acreage: /R� ® qz S� Present land use: -GP Present zoning classification: IL 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: (b) Mailing address: / 7 7 (c) Telephone number:Area Code 7— qj�)9 (d) Application number,if any: 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 LVMP Section III—,Policies; Page 2 for evaluation criteria. Yes 7 No FJ Not Applicable g. s y Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section III—Pol�icies Pages 3 through 6 for evaluation criteria Yes F] leo ��� xot 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 Yes ❑ No ❑ Not Applicable 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 —Policies Pages 8 through 16 for evaluation criteria Yes No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold,See LWRP Section In —Policies .ages 16 through 21 for evaluation criteria Yes 'D No ❑Not Applicable 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 3 or evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LiVRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑ NoNot Applicable Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. ee LNVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes 0 No 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 45 for evaluation criteria. u YvO No b ZNotApplicable Attach additional sheets ifnecessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes n No Not Applicable 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. Yes n No L-� 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 forevalu ion criteria. Yes Q No Not Applicable Attach additional sheets if necessary Policy 13. Promote app priate use and development of energy and mineral resources. See LWRP Section III—Policies; P ges 65 through 68 for evaluation criteria. I Yes No Not Applicable PREPARED BY s� TITLE DATE I I S.C.T.M. N0. DISTRICT: 1000 SECTION: 86 BLOCK: 2 _ LOT(S): 7 MAIN R OAD / DWELLINGS I LAND N/F W/PUBLIC WATER PROPOSED SILT FENCE PROPOSEDOF 150' ALONG LIMITS,,OF DISTURBANCE TIMBER RET. WALL HORTON N 11,000 S.F. f — IXISTiNG CONC. r� r - '--� N TIE LINES ALONG �� , N 86°09110" E SLAB TO BE REMOVED MHW MARK I°T'; L171 - �, - - - - - .021 ,- j 6.1'W — — — — — — — GEN.&A/C UNITS PROPOSED i1 P J ! ; - z SILT FENCE PROPOSED PROP SED OW CONN.PADS 0.5'S� t FEB 3 2 20 STEPPING STONES OUTDOOR o I / 500 GAL. �': SH�➢VER- 1 /v"" L4 I I INGROUND EL 10.2 LP. GAS TANK O❑❑❑❑❑❑❑ ❑❑❑❑❑ ❑❑❑� 10� 8 I 48.1' \ rLO o j ---_-- rTl 24-2'' ® p� I o toll . "PROPOSED_GRAVEL ^ :.. DRIVEWAY;..I - GARAGE- ....... . ...... 01 L,. W 12 71' -p W �I ...GF 11.4 � �®t (DZ o� I QI :15.5': L`"' DRY . O I \ 1 m'tCF)v?WELL II g14o x ra o o'� 0 � W66 N 70 1 FRM.U.P. D WATERLINE I ------ DWELLINGzW.V. o I I I I I I I I I I I 4' WOOD CArWA K RAMP 4'x20' FLOAT 4'x20' FLOAT -I— -- m - _ � :. #3245 .. ( I I I I I I I I I III ��_ � I WOOD PROP. UNDERGOUNDES p U,:.:. I I I 1 I I I F�LI I PLATFORM I -- --w - - - --I 000e- N:_.•.'.-.•.FFL 15_.0_''" - I I_I III I J a - i EXISTING ASPHALT o�:.. I , I I- _ _ _ / 1 - ! - - -- -TYPICAL CLEAN OUT- --I UT - - - 3 DRIVECS WAY TO BE - I I I cwn o I i I i ZOO t O .Ry REMOVED 1 IXIST1NGf CONC � I CL o I I I I / I SUITABLE7r60* OR STOPPER END m I �.. �D{yj ! STOOP TO BE 1I IXIS11N67STONE , OR PLUG O PATI'TO BE R MOVEDa j REPLACED �':' I ' I ' I IIXI$TiNG OVERHEADLP� / EXISTING W OD . 6WIRTO BE REMOVED p 8COI�UT IIIIIDECK;,TOB I \ � BOW IN FAVOR OF UNDERGR UND - � :: I I I I I I I I I / � ` WYE UTIT�ITIES. 5, S.T. , I .28.2''•': ' :: :... ---- 1 REMOVED _- IN. 10 MIN I � �_� o s •.l \ FLOW-� I / EL 12.3 _ CELLAR ENT. DRY ��2 EXIS71NG SANITARY 1 p o TIDAL WEMND j �: p DRAINAGE CALCULATIONS: L P °' WELL SYSTEM TO BE I r 1 BOUNDARY AS = RAIL FENCE _ 5' {: / ABANDONED AND BACKFILLED I DEUNFAIED BY-.-j 5.4'W N SILT FllVCE R ES AL G LINE WITH CLEAN COARSE SAND. I EN-CONSULTANTS DWELLING FOOTPRINT=2,161 SQ.FT. TR � PIPE I APRIL 8, 2019 co p' 2,060 x 0.166=359cf REQUIRED I ! yN (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED PROPOSED N 8801215011E ! I 4 BEDROOM SYSTEM DWELLINGS PIPE m ELEV. 12. EXISTING LOT COVERAGE 1250 GAL. S.T. W/PUBLIC WATER LAND N/F 0.5'N 187.591 PIPE I BASED ON UPLAND AREA (17,456 S.F.) (2) 8' x6' DEEP L.P. 150' KOWALCHUK FAMILYF2008 IRREVOCABLE TRUST -5'N 1 OL DRD R LOAMX.4- DWELLING: 2161 S.F. TYPICAL SILT \ CLAYEY UPLAND PORTION OF CATWALK. 107 S.F. THE WATER SUPPLY, WELL-c; DRYWELLS AND CESSPOOL I SCREEN SECTION 1 Sc LOAM/�D 1.7' FRONT STOOP: 25 S.F. (TO BE REPLACED) LOCA77ONS.SHOWN ARE FROM FH:LD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS SUPPORT FABRIC 1 REAR DECK: 541 S.F. (TO BE REMOVED) NGVD 1929 SUPPORT POSTS \ ASPHALT DRIVEWAY. 1410 S.F. (TO BE REMOVED) AREA: 18,042 S.F. or 0.41 ACRES ELEVA7701V DA7UM.' WOOD OR METAL SW MEDIUM STONE PATIO: 225 S.F. (TO BE REMOVED) UNAUTHORIZED ALTERATION OR ADDlT70W 70 THIS SURVEY IS A NOLAI)OW OF SEC770N 7209 OF 1HE NEW YORK STA 7E EDUCATION LAW. COPIES OF THIS SURVEY FLOW DIRECnON SAND 9.0' MAP NOT BEAR/NG THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN & TOTAL 4469 S.F. or 25.6% ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N (EXCAVATED AND GRAVEL LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING/NS77TU770N, GUARANTEES ARE NOT TRANSFERABLE BACKFILLED TRENCH WATER EL 1.2 7HE OFFSETS OR DIMEN90VS SHOWN HEREON FROM THE PROPERTY LINES 7D 7HE S7RUC7URE5 ARE FOR A SPEaRC PURPOSE AND USE THEREFORE 7HEY ARE I NOT WENDED 70 MONUMENT 7HE PROPERTY LINES OR TO GU/DE 7HE ERECTION OF FEN= ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENM EASEMEN75 + EMSnNG GROUND SW MEDIUM BASED PROPOSED UPLAND AREA (17,456 S.F.)WATERD LOT COVERAGE AND/OR SUBSURFACE S7RU&IURES RECORDED OR UNRECORDED ARE NOT GUARAWEE0 UNLESS PHYSYCALLY EVIDENT ON THE PREMISES AT 7HE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: MARY ANN HOWKINS; - ,4,` SAND MAP OR FIDELITY NATIONAL TITLE INSURANCE COMPANY; & 6.01DWELLING: 2161 S.F. I IIII I I L I_ . III I I 1 cL GRAVEL UPLAND PORTION OF CATWALK: 107 S.F. FILM: REVISED 09-26-19 ;, _� ` rmN FRONT STOOP: 22 S.F. SITUATED AT: PECONIC REVISED 09-17-19 I REAR DECK. 480 S.F. mym OF SOUTHOLDKENNETH M lYOYCHUK LAND SPLLC UPDATE 07-12-19 ) OUTDOOR SHOWER: 20 S.F. URVEYING, SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design UPDATE/ADD SOUNDINGS 04/08/19 SEPT. 3 2019 TOTAL 2790 S.F. or 16.0% 41P.O. Dox 153 Aquebogue, Nes York 11931 FLOOD MAP#36103C0166H FILE# 18-115 SCALE:1"=20' DATE.SEPT. 20, 2018PHONE (ael)M-lase FAX(a91) 2ea_lWS FLOOD ZONE X K. WOYCHUK LS N.YS LISA. 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'l 8(30)X30 PAVERS ** A 13 D STONE PATH0 + ' i ao 18(30)X30F1 P ❑❑❑❑❑Q �-`7 Q � �����, I' � EXISTING STONE �\ PATIO TO BE REMOVED LINE OF EXISTING DECK \ i EXISTING DRIVEWAYS ____ TO BE REMOVED \ TO BE REMOVED --- _ I -- -- ------------------------------------ ------------------------------- ,\ I q� ------------------- --------------------=�-- --- ------------- ---------- ISSUED --- 1 P , REBECCA A, BYRNES, R,A, READE STREET STUDIO,LLC 3245 WELLS ROAD -PECONIC, NY 11958 -9EPTE�2622 FEBRUARo 03 - - -- - - FLORAL PARK,' 10011 9U 909 0365 SUITE F,BROOKLYN,NY 1121' SCALE_ A-1 TRUE INFO@READESTREETSTUDIO.COM - - NORTH PROPOSED SITE PLAN WITH PHOTO KEYS X16°=1'-0 T`�T 'jam• V ' ti . .�b`� � .� a�„ � �� �•.a' � �-�.. fti ti<w. p Ilk Z Y•T � pit v� s �' Ti�RY �7i-�..,� �:v•_:wr'Ifi'i...� <•J Jw ,�' `�� -#�.' Y rte. __ ._•+.+ _ -firt - ..-� ^ y . t , i t r tom, A _ At Ap s- -� ilGir- -Ailookh— MUED: � y REL FEBRUARY 032020- Of Mal 61 to]01 • { �' 1 yr P't r X•�I " .y a .. si `R �. v ` — iE,c •'`� ..ii! � `iS; .� `�� ,.aM-"+ ,� / c %�� c 1 + ,e p, g �► ` '. t. R_'�r` `I� s+G. of ✓.' - "* tl. r :�;dr. i ` L�": .(�I J f �y ij T ..✓` r.. •MLI - �� S 'M_-.<�. JL y� � � - _ �� :., �,aj"�y r:� ~^Y P� '�' t-: `i'- r ;yM, `. 1 to ♦..' r � ,n ' rt�� -h 1. .*�1'F�♦^ 1 -Ie' a ,� J+ c n «-y • .1, sc r h<i ' r? . ,C: lk REBECCA A. BYRNES,R,A. READE STREET STUDIO,LLC ��`' y� 4My��� � !�' _ _ ��♦ •.a". � '�l .dice t-....b. _ �#� '4• + - -!y� �,.� # _y d .i r - .fin ,_ �.,�yrre �.r �(r-y- z- ��5'��r_` ,'�..'1 '"""r'n�" _�.►ir �` ,��'�r b � ,� .e r' •�' � ��'_�*� "�S s v 1 „ M. 52 COLONIAL .D ••KLYN,NY 11211 • hi 1' 1 PARK,FLORAL 917909 t .D D• • • • • r r. r..P� ♦ ♦ ♦ ♦ ♦ �.♦♦♦ w i i kg .a REBECCA A. BYRNES,R.A. READE STREET STUDIO,LLC 3245 WELLS ROAD -PECONIC, NY 11958 SEPPTMBE12�b2619 [ _ 52 COLONIAL ROAD 177 NORTH l OTH STREET-SUITE F,BROOKLYN,NY 1121 -FEBRUARY-03= A-3 SCREE: _ FLORAL PARK,NY 10011 T;917 909 0365 INFO@READESTREETSTUDIO.COM EXISTING PHOTO OF REAR FACADE AND EXISTING DECK -- 41 �Mix.t �• -.�•! -- y-t.�• :a` � � ,y?A i'�'cf.�+yq"• t "i /SMR •w' A +.'` .� r• ..- t .� i° all '_wit {'_' I...i ' �•' .'�' ,� G s L } z-• x• r A. MIL vt R, VA Ilk AIV .moi .. .�. -.. „.,♦;Cry y/�`t•F.�� �.F r` '- v�a .�cs� �� \. .0 s 'f f - At ISSUED REBECCA A, BYRNES, R,A. READE STREET STUDIO,LLC 141 WTV a 11611 06TA1.1yom N 1[02 ra I Lei 52 „ • 1' COLONIALBROOKLYN,PARK, • • • r A1 D• • • ' •k '1' • FLORAL F • 1 { • Mr � a � +� ♦ '! :+� � �j �,.. �'F ` .•j •` �` f'•. �� �� � Iia � �y � � ,.� + '�,1+f - ♦may •rt 4 1 •`!X,Cr. .i[ »,ri •. . tl r c + w+� �.'t�� i+i'"ti•��Y'�=�: r r�;Py:+��•1 1�+s' � g1 �� J.:>c`-'I�l�i�/ Y �'�\ �"•'ir' � �"*�r� j �/` ,. � �� - � •rte ♦y!•- '�,+�� �f 'l -t. � _i• ,. ;`.,� Y� � q� .,.».'�r' J-. .� �R• ,� Aa Ilk MAI ♦ ��� � .fes'` "M♦ _�� � r'w` �R �/• o y:. �` � "�1': .•� •�+ + a1� ��1- 7 aY�•:y.. 1 y 1��±y •r. � } f:•W e ., '! ` y��'• - IIY„y,e, r - it wiw ^i -r "+.aw, r. -r ..it T - 4 t � ^j .�� ,4[r .��• 3 � ♦'� yew``g.ist�r .:?J? �I/llyiy� �1 _�� .�.',I�t�t , 1� t �.'.`�M.y:o.•f�r:,�� -�� ��.' t. f ,�•4 �,C''i. +1 .�;� { 1 t`awl♦! .+�, b.r ay, w 'M`a i��r� !,y� C..+�•,l. -P � s^' 4 t' >. `• ' ��� y z.F �. - q��•y ���rd'".•9 i.�_��r� , !`.• ,,rte .•� .i . ,• � lb '` } ..s �'4 f Ari JY a4 * L��; Y' .r. F . s ,� .�. ► ' r fifd�, ` •� ` mow•tel• _�'�' ►-"�' °.•• 'r ` � �.' � �,. {Iq is •7� .' _i1' `S.. a<6r�`�`y r, � •'�Y� � , .i t^ �•�•-�4-��• b.'�n f�. i`S"�' ';�` � � / .�'� y� *" � ��' ti+7'iY f•�'" js'y.'twit � if {-:. a F �� _ .i 7M •� mow,. y �,' �� . -1 '- ��� _� -�► <✓' �. __ - 1. '',rs � iJ`.T '. �' ~�M/�` rx�. - � � .._. �3M•- a fir..' <• IVA SSC v .h -� Yy, � �— .. a �r� . . �' � - , I k •s#< Ir •- ` i s - � r_ � j♦ ._tel •��+ -il�i - • ISSUED 52 COLONIAL ROAD //NORTH 101 H STREET-SUITE F,BROOKLYN, :•'1"• IK 1 1 • •' p t. 4 ; :.. ��1 �' ,+•�. I�t : K_� 1 s. ; ,'�- .jet :1 ,� .'� ,. �f•� .her � r � � 11.7 Fw • ..1,� _•"' :.�rr.. �{ �•� �; ^.1'•.w YI7.� .xi Yt p '� �•� _^ +!7! � fi 7,0 •'-w�."�',' •. �' 2'1, •4 1. y Vol' ' -•r �. - ij` a �,� •moi; �► Of Ws�..rit a• .. � 4 . .t 1woe. • „.may. r:,•+' --a'. •+. .moo moo,; ��, .SAY- +IAF•• �.0 . tt rte: V k d,di .•l 1 • „ I • , • ,4 , • , . • •� • •1.1 • •r '1 1• • ' �� :y i k ' r A Ir �°� til •'� ��� I� h, / � � i �� i �'•� Ik '1 1 • ,Ll� ,1►- a � - t s• '�� ..# .. a.fit a � �,' Al „yam r.04" 71, 414 .:j `s r A j •f i e+ ►. rp WED REBECCA A, BYRNES,R.A. r+ READE STREET STUDIO,LLC „ 3245 WELLS ROAD -PECONIC, NY • Y . 1 62 COLONIAL ROAD 1 NORTH IOTH STREET SUITE F,BROOKLYN, FEBRUARY Ik '1"1 PARK,FLORAL 11 917 909 O Yt D• „ FACADE i. _ � to +�'?IVV�.[ •Y All y _ Atl 'I'��•�� •IA,,,w t � "tom 1 c. ` f , r_ ,�(((+ � „ 1,V_r i 1 � 4;' AV `` Oil ISSUED REBECCA A, BYRNES,R.A, READE STREET STUDIO,LLC 3245 WELLS ROAD -PECONIC, NY 11958 SEPTEMBER 20014 1 BROOKLYN, ' ISG '1''1 ' F1 PAW NIV 11r7 Q1,7 9090365 • ;.� JOVic 44 . F ►s IZI it Oil" JOWL w.. r+ , a IF� _ems, i' _�•__ `, _ _ - /*J 1 a�T � tipp - - ..:�:%- .mac i ce••. s . ;,, A "'�` '"Nom Aft •r •. ,� .�' �! � r •ice �' "k�!p -;_ •� �}- :���� �, 3 3.. i'•wdr` r w�'+� 9• �t+Y }4 k ,' "it7.?I`/�R�i: � ,'. 1 !. .`9•-�a"t�. �:.� -L't'd t � F�l'@� fi, '., i �+y�,•� �; y y,.'•�. •�. old. n .fes - � � J. t'�,� • ,�,•�'.p�+• i s 1 OF; .• _ i 'T J w J 4' yRl pia `l d J ? fp ( �f .+ r _- "'f + •"� � � �{ .•. �� ,�ti'. �' r' rye �6� '!�, -ti� .:.j. �ti� - V L ' , ^' 'kg '�a 7 •'r , `' •. " X1Sr � '- � � a� .+P 6 �• . .r « ol • } Aksmu T, � ♦.: r - ,••1" ISSUED: REBECCA A. BYRNES,R.A. READE STREET STUDIO,LLC 3245 WELLS ROAD -PECONIC, NY 11958 il "E 52 COLONIAL ROAD NOR H I/ BROOKLYN,NY 11211 1 '� 1 02 FLORALPARK, 11 9179090365O '/ „ ' • • •• • ' • ' Iw IZ IJ LLO C 0 ., I I� I I I I I NEW CEDAR SHINGLE ROOF OVER EXISTING FRAMING TYP, NEW CEDAR SHINGLES AT j EXISTING FIREPLACE CHIMNEY 1 I I I 1 I _ C �Elev_8'-l ±—_ LEAD COATED COPPER HALF TOP OF EXIST,PLATE ROUND GUTTER TYP, NEW CEDAR SHINGLE SIDING AILI] LEAD COATED COPPER ROUND AND SHEATHING OVER EXISTING -- LEADER FRAMING TYP. - NEW CEDAR SHINGLE SIDING I Elev,0'-0'I Ll ILI AND SHEATHING OVER EXISTING --------- ------ FRAMING TYP. I ------------___ _.I r--- - ; I -I I I I I I I I 1I- I r _ Elev.-7'-11 + IC/�IJIIIVl7 D(1JCIVICIVI ----------- r--------------------- --------------- ------ - -- ------------------------- FLOOR ---- �I I, LEAD COATED COPPER ROUND - - LEADER ISSUED REBECCA A. BYRNES,R.A. READE STREET sruDlo, LLC 3245 WELLS ROAD -PECONIC, NY 11958 MBER 262019 1 DECEMBER'02019-CLARIFICATIONA-13 L F,BROOKLYN,NY 1 SCALE: FLORAL PARK,NY 10011 917 90910365 INFOCkRFADFSTRFFTSTUDIO.COM FRONT WEST ELEVATION 6,6,1 W i ;z Z� ,J JI �I 1 ILy �I � NEW CEDAR SHINGLE ROOF OVER EXISTING FRAMING TYP, LEAD COATED COPPER HALF ROUND GUTTER TYP. + LEAD COATED COPPER ROUND LEADER I ILT I 1EX�TPD�T� ----- NEW CEDAR SHINGLE SIDING A Q ENCLOSED OUTDOOR SHOWER IN EXISTING AND SHEATHING OVER EXISTING FRAMING TYP. LOCATION WOOD DECK A.Elev.0'-0" FINISH FLOOR� L , �ElevRODE J�--- -- - -- — ------------� ---; LEAD COATED COPPER HALF r--- ' ROUND GUTTER TYP.& ==r-= ----_____, LEAD COATED COPPER Xf�TfN�BA�ET1vENTFC�r�' -_-� ------ ----- - --------- ROUND LEADER -------------------------------- ------------------- -- - 1 ' I I ISSUED: REBECCA A. BYRNES,RIA, READE STREET STUDIO,LLC 3245 WELLS ROAD -PECONIC, NY 11958 SEPTEMBER 262019 1DECEMBER 102019-CLARIFICATION 52 COLONIAL ROAD _NORTH 10TH STREET-SUITE F,BROOKLYN,NY 11211 yFEBRU A-14 FLORAL PARK,NY 10011 T:917 909 0365 INFO@READESTREETSTUDIO.COM REAR EAST ELEVATION 118'=1'-0' NEW CEDAR SHINGLE ROOF OVER - EXISTING FRAMING TYP. NEW CEDAR SHINGLES AT EXISTING FIREPLACE CHIMNEY e � ® LEAD COATED COPPER HALF Elev.8'-11L2'/2' ± % ROUND GUTTER TYP, Elev,8'-1 112" ± _ IUP OF EXIST.PLATE— LEAD COATED COPPER HALF — LEAD COATED COPPER — FERfST ROUND GUTTER TYP, A ROUND LEADER PLATE LEAD COATED COPPER - NEW CEDAR SHINGLE SIDING ROUND LEADER �! AND SHEATHING OVER EXISTING i YTc i - FRAMING TYP, FINISH FLOOR Elev.0'-0" Ilia '�_--- J��FINfSFfFC00i�-- ---------- - - -- - --- -- -- Elev,0'-4' -------------- - - ------ - - ---- -- -- - - -- - Elev.0'-4' EXISTING STAIR TO CELLAR I ;+ - --CEDAR SHINGLE SIDING TYP. EXISTING BASEMENT FLOOR -------------- -----------�_�=-- -- --_—_—_—_�----------ii-------------- EI�EXfSTIN �ASEfvIENNTFC66IF ��<__a_____y - ISSUED: YRNES,R,A, REA S EETSTUDIO,LLC 3245 WELLS ROAD -PECONIC, NY 11958 �PTEMBER262019 1 DECEMBER 1020t�_CLARIFICATIONA_ _ A. B i, iT r1 STREET-SUITE F,BROOKLYN,NY 11211 A-15 REBECCADE FLORAL PARK,NY 100 T 917 909 0365 INFOCREADESTREETSTUDIO.COM -- SCALE: _ - -- - - - SI tis 1�-0�- - --- -- -- -- -- - _- --- - NEW CEDAR SHINGLE ROOF OVER EXISTING FRAMING TYP. NEW CEDAR SHINGLES AT EXISTING FIREPLACE CHIMNEY NEW CEDAR SHINGLES AT ENCLOSED OUTDOOR SHOWER IN EXISTING FIREPLACE CHIMNEY EXISTING LOCATION I 0 F 1/2"P± —— j ---------- -- -- -- ----- -- -- --- -- ----- ----' T013'01`EXIST,PLATE LEAD COATED COPPER HALF ROUND GUTTER TYP, LEAD COATED COPPER q NEW CEDAR SHINGLE SIDING ROUND LEADER AND SHEATHING OVER EXISTING Elev.0'-0' CONDENSERS FRAMING TYP, Elev 0'-0" --+FfI0fSH FCOOR`_— —_— — —-—-—- ` - —J FINISH FLOOR -- ------------- ----- --�FIfVfSFOT6ECT(�--------------- - - _ -_ --- ---- --- ----------------�`�Elev 5R6ECK—__ — --- ---------------- — --------------- T,-- - - - - -- --- LEAD COATED COPPER HALF Elev. 7'-1 1 ± —_—_—_— —_—_�`_—_—_—_-- �_�� _ ;;—_— —_—_ ROUND GUTTER TYP.& ___ Elev,-7'-11" ± �XISTING BASEMENT FLOOR "'�-�"""" ' ----------------------------------- LEAD COATED COPPER —�EXISTINGBASEMENT ROUND LEADER FLOOR REBECCA A. BYRNES,R.A, READE STREET STUDIO,LLC 3245 WELLS ROAD -PECONIC NY 11958 ISSUED E MBER 1 - 1 - LA FIA N 1 - FEBRUARY 03,202a------ - A-16_�/� SCALE: " v SIDE NORTH ELEVATION 1ie°=i'-0° TYPICAL CLEAN OUT FFL 15.0 C.I. LOCKING S.C.T.M. N0. DISTRICT: 1000 SECTION: 86 BLOCK: 2 LOT(S): 7 SLATE OR STOPPER END COVER TO GRADE--\ RADE 13.0 z 0! FINISH GRADE #R 10-19-01 18 SUITABLE COVER OR PLUG 7'MIN-2'MAX � MAIN ROAD 1/4'-Fr. O-MI z DWELLINGS -H LAND N/F W/PUBLIC WATER PROPOSED SILT FENCE s 5 COVER ' FT. 6 CER PROPOSED 150' ALONG LIMITS OF DISTURBANCE / INVER Iv LO TIMBER RET. WALL OF 30' ELBOW INVERTS \I 1125 s sLAe 11.0 EXISTING CONC. 11,000 S.F. t 60' WYE 11.45 INVERT INVERT N NORTON FLOW 10.75 10.67 N 86°09'10" E SLAB TO BE REMOVED FOUNDATION WFE s'o 3' COLLAR 171.03' FLOW WALL MI POOL CLEAN w - PROP. TANK 5-8. 6 OARSE SAND & 6.1 W z SILT FENCE PROP SEO GgNN. k A Cp�UNNITS PROPOSED 0�5'S� TIE LINES ALONG Col j / GRAVEL i PROPOSED ' MHW MARK / USE a' DIA. APPROVED SEWER PIPE I 500 GAL. STEPPING STONES �„ PROPOSED O I INGROUND SHAPER- 7 !V 1.t� 1250 GAL. PRECAST S.T. EL 9.2 L.P. GAS TANK ❑�000� 9 C/) p: 1 24 5.0 CO r 48.1' W z ---- -- - 24.2 :.. .•.. I� HIGHEST EXPECTED GROUND WATER EL 2.0 m PROPOSE D RAVEL DRIVEV 11 !� Z .. #\ mI .Ln GARAGE';:•;• :..:........... 71' ^ GF 10.4:. . ... N 1 1 4' W I n DRYLU_ z D Z WELL .��:.`. :o I,1 rn y l � m � � •- ��. � I C� rte'-°'- 66 x z O o o : .:... .. :15.5'::::: 70' -+ w �,, ::::::1 STY FRM.:......I III I r I I I I I I I i U.P. D -�.... .. ..-..-.. ..-.. -.. .. ..-�.cy..-.. ....... 1 I I I i z: W.V. � EL 10.5 WATER ISE �? DWELLING:::;::: I I I I 1 1 = a C_ i I I I I 7 I 4' WOOD CATWA K RAMP 4'x20' FLOAT 4'x20' FLOAT a_ ...... ::: I Luj I I I I I I I I III I wooD - - PROP. UNDERGOUND UTILI ES - I I I I I I I I N LI LATFORM 1 N-. ...EFL 14.0_:::: 111 . 1111 I �- I F- EXISTING ASPHALT I I oT:. I 3 DRNEWAY TO BE cN �,,w I I C9 I ............... ....................... ................... CL o I / J J^ W OI,ERH REMOVED I EXISTINGrCONC. ' 1 �01 j I I EXISTING STONE` 126' _ STOOP TO BE t ' I ' a 31 1 PATIO TO W REM \ S \ 6: �/RF � REPLACED .. .,. I I I I I � •. •. � -��,'L� I 1 ,., H,�. .",n,.'•vi 1, ��_�� � ,�''�/ 3 EXIy�TING OVERHEAD I I / u' WILES TO BE REMOVED O L P� 8 7 CLEAN V I I I / EXISTING W D 6' IN FAVOR OF UNDERGR UND O y7N OUT DECK TO B •� \ r'�6' A,"4`R0VbD U11�I11ES. 5, �� S.T. 28.2':: ..:.... .. I I-I-I J 1 REMOVED Z 10 MIN � IN.(�Y, I\-�� ' m 17 � .\ � 1�C�k iv'�` T„��._�_ I � lb EL 1 1.3 CELLAR ENT. DRY 1 EXISTING SANITARY I o 1 D ! \ �j`P`RES �' `RS f L i7A.T+�3}i .?'r URAL FENCE EL 1 1.1 L P °D WELL �� SYSTEM TO BE I I BOUNDARY AS - RAIL F 5' SILT FENCE 7 ABANDONED AND BACKFILLED I DELINEATED ~� O -- ~ 5.4'E _ N C'' ,r _ 2 F ALC°lit N. AR TR ES ALG LINE// WITH CLEAN COARSE SAND. I I EN-CONSULTANTS PIPE / i I APRIL 8, 2019 i co 1p `-: ✓ PROPOSED N 88012'50"E 1 DRAINAGE CALCULATIONS: 4 BEDROOM SYSTEM DWELLINGS PIPE I I rri ELEV. 11.3 EXISTING LOT COVERAGE 1250 GAL. S.T. W PUBLIC WATER LAND N/F 0.5'N 187.S9' PIPE DWELLING FOOTPRINT=2,161 SQ.FT. (2) 8'0x6' DEEP L.P. / 150' OF 5'N OL DR BROWN 4, BASED ON UPLAND AREA (17,456 S.F.) 2,060 x 0.166=359cf REQUIRED KOWALCHUK FAMILY 2008 IRREVOCABLE TRUST DY LOAM " 1 - DWELLING: 2161 S.F. (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED Y NOTE 01TAi°•GE(S) UPLAND PORTION OF CATWALK: 107 S.F. xi 1 SCREEN SECTION \ 1 Sc CLAYEY Y Departrnenl_ A LOAM/SAND 1.7' FRONT STOOP: 25 S.F. (TO BE REPLACED) THE WATER SUPPLY, NE FR DRYIiELLS AND CESSPOOL B $11ffOlk CO[ltltil r 1+t. , - REAR DECK: 541 S.F. (TO BE REMOVED) LOCATIONS SHOW ARE FROM f1ELD OBSERVA110NS - ' i � I'b'yCE�: AND OR DATA OBTAINED FROM OTHERS =- GEOTEXTILE FABRIC NAVD88 SUPPORT POSTS ASPHALT DRIVEWAY: 1410 S.F. (TO BE REMOVED) AREA: 18,042 S.F. or 0.41 ACRES CLEVA77ON DATUM WOOD OR METAL MEDIUM UNAUTHORIZED AL7ERA710N OR ADD117ON 70 THIS SURVEY IS A WOLA77ON OF SEC770M 7209 OF THE NEW YORK STATE EDUCA710N LAW. COPIES OF THIS SURVEr FLOW DIRECTION - SW SAND 8.2' STONE PATIO: 225 S.F. (TO BE REMOVED) MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUf COPY. GUARANTEES INDICATED HEREON SHALL RUN & TOTAL 4469 S.F. Or 25.6% ONLY TO THE PERSON FOR NHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS717U710N EXCAVATED AND HIGHEST EXPECTED GRAVEL LISTED HEREON, AND 70 THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE Nor TRANSFERABLE: BACKFUSO TRENCH WATER EL i.0 INC OFFSETS OR DIMENWONS SHONN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED To MOMUMENr THE PROPERTY LINES OR TO GUIDE THE ERE677oN OF FENCE$ ADDITIONAL SIRUCIURES OR AND OTHER IMPROVEMENTS EASEMENTS �EXISTING GROUND SW MEDIUM UM BASED PROPOSED UPLAND AREA (17,456 S.F.)WATER D LOT COVERAGE AND/OR SUBSURFACE STRUCIUR£S RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDEOIC'NT LW THE PREMISES AT THE 77ME SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: MARY ANN HOWKINS; 91, 1 '-` L I ISI �IIE SAND MAP OF: FIDELITY NATIONAL TITLE INSURANCE COMPANY; I I� - I 1 rk 6.0' DWELLING: 2161 S.F. _ ,, „ � I „ �,�EGRAVEL UPLAND PORTION OF CATWALK: 107 S.F. FILED` .. , FRONT STOOP: 22 S.F. SITUATED AT. PECONIC REAR DECK: 480 S.F. Tom OF: SOUTHOLDOUTDOOR SHOWER: 20 S.F. KENNETH Y 1fOYCHUK LAND SURVEYING, PLIC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 11-13-19 SEPT. 3, 2019 TOTAL 2790 S.F. Or 16.0% P.O. Hoz 153 Aquebogue, New York 11931 FLOOD MAP#36103CO 166H FILE / 18-1 15 SCALE:1"=20' DATE: SEPT. 20, 2018 Psoras (631)290-15M PAX(asi) age-Lose FLOOD ZONE X K. WOYCHUK LS N.Y& USC. N0. 050882 mm."bdw the:waei K N"wt 1.5-m-U a[awta IL•e».t GT)A#06MiC MW IC MM ROM LOT:) R4DMM OT 5GF-17A56 SF(BASED ON IR(AND ARM ISFYARDSETBACK(50) OWABLE BUILDING COVERAGE %of btm $191.2dB.)'-DTSTNG BLDG.FOO1PRNT L01�JlAR D SETBACK-(15) I7S'-D05RIG BLDG.FOOIPANI )WELLING 2161D SFIBACKSCOAINED(35) 35.9'-EXISTING RM.FOOTPITH ROM Sloop 25D SET BACK(50) 66'-E)rM M.FOOTNIRREAR DECK 511HEIGHT-*5) 17-'B• ASPRALT VEWAY 1610 SF 0 OF STORIES C2 IJZ 19ORY TONE PARD 225 SF FIRIIIClOfCON6id6! NOTCOIlR.Y olopm IORCC/VBIA! Dwaim 2161 SF FLAND PORTION OFCATWALK ID7 SF FRONT STOOP 22 SF REAR DECK 480 SF _# OUMOOR SHOWER 20 SF LATCOV9MGEOOmnal DFD i 2 ZONING CALCULATIONSDIMENSIONS �Y MAIN ROAD -- fWl-1St .,, It -------------- - a —A _ raw GRAVEL aavD wl —_� _ ��-� �'�0`" � _ • � � a 8 METAL EDGE J 31 DINWflL:t. I� • � : . � n STORM WATER a Jb Ql : O + ODE-W"m d'WOOD CA1WAlK '� RAMP d'q0'FLOAT TIME -:A1vA-a y , �"�� gdE " cis .. EP s 6 BROOM SYSTEM; ., ,'i `�' a� 1250 GAL S.T. - Z . (Z 8'X6'DEEP LP ,` O ............ ..ate.. � • Tom- N IEr z 'A - ...{............. AJ .CORMWATER _.. 9 :.:..... .........-. any !?'--------._____ -- oRvweL PROPOSED SITE PIAN S-100 SCALE:IRf t IV � s ■ i �63�'Sa n A VAN � a ___-"_.-- O O ._".".._._....._....._.""O..................------------ --------------------------- �. �xtW. T NOIIIN � O Ji rL ea Q v D-100 - ----------------- �---- - 1 B �- � -- --- - OPP ------ _. -- ,a,mog �i�-+ElE ---T--�• � �Z D-101 N a - DRSBRG r CMU WAI TIP. •�-�-- ,� W,-)r DRBWGCRA.I.VACE `. ... 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SKYIX,HI 10 CAD PD 251 251 z CUSTOM CS 0.91 1 C SKiWHI-aEC• ELEV.1 COMBO-INSWING TERRACE DOOR,PICTURE WINDOW 11, ELEV.2 COMB&(3)CASMEM WINDOW - ELEV.3 AWNINGWINDOW EXTERIOR WINDOW+DOOR SCHEDULE ED 11` 5 L S " WW/3AUF RCOPM EHMES mr � i - I ELEV.9 VELUX-VENTED ELECTRIC SIXIGW siDl 9m ,p ¢.. „ ar IEEE FiA1fE CUSTOM VCEIVCS ........._$ g....._..... ........_. ............ .......... ......._$ 3 s EIEV.4 AWNING WINDOW IM" 101 ELEV.S GASMEN WINDOW FLEV.6 SLIDING PATIO .177�.�!W EiEV.1 SLIDING PATIO � - ELEV.B COMBO-(3)CASbBJT WPIpgN ;Ip '"1D LEV.10 VELUX-VENTED EIfCTPoC SKYIIGM SIRE! 375•= EXTERIOR rD•WINDOW+DOOR SCHEDULE+ELEVATIONS KALE: Now Er Td/ I � >tls as I � - r � 2 TICAL a IDING DOOR HEAD DTL. 4 TYPICAL WINDOW HEAD DTL scAle r=ry oz �z qcw �Tlr sa' -ISdedE�� mKmw 9 I 3 TYPICAL SLIDING DOOR SILL DTL. TYPICAL WINDOWSILL DTL. A-700 KNE:3'=1.O 5 9CA E.X.I'or NIERIOR DOOR AND FRAMED OPEMNG SCHEDULE _--_ DOOR ANEL WAILS \ f— . VN Mau '' MOOD RAI \ RiCAOOD IN NYx1D D004 NO. TYPE HgMI FNISH MATERAL QTY. WDTH MGIIL MCR. mm JAA6 SLL � Rf9Ul Coca M�OCR \ v�si DOOR /, \\ I t3 801 A PTD MDAI 1 3'P VF 6'd VF lad - - ENBR DOOR PER -N PRF RAiFD GAE!GE 4 / \ FiDNVGO qWR — DI OO D I PTD WOOD 2 VII IfTi PP 13d DR8 DTL8SNA DR 14 D101 E I WOOD WOOD 1 Yd TP 134' DR7 DR 4+6 SIM DRIJ D102 B WOOD WOOD 1 2'd TEr 134' DR8 DRBSIM DR 14 i mD W06D fNAnI: PN WOOD ROME / —PD WOOD FRWI \ i DIM B PRD WOOD 1 T•6' TP 13d DR8 DRBSIM � D104 8 WOOD WOOD 1 2'd 7'P 13 NDRBSM DR 1371?F3 TYPE TYPED D105 B WOOD WOOD 1 2'd PP 174' DR8 DR8SM DR 13 TYPE D106 8 jx WOOD WOOD 1 Y8• TIr 134' DR8 DRBSM DR 13 D107 E WOOD WOOD 1 2'8' 7'P 13d DR7 DRd DR 13 jmac�uw l D108 E WOOD I WOOD 1 2'8' 1 7'9 13d I DR7 DRd DR14 i E- D102 E WOOD I 2'8' YP 134' DR7 DRd DR 13 ------- / ac; D110 E WOOD WOOD I 2'd PP 13 DR 10 DR6 DR IS - . - - - l— CEDAR CLAD GARAGE DOOR •\ i� MIDVrWFAME - Dill C PRD WOOD I 2'd 1 TP 134' DR8 DRBSM I DR 13 DI12 A PTD MDAL 1 J' 7'P 1 d DR8 DR BSM DR 13 opill" �� _ D113 F WOOD WOOD I eO-VF PPVF 1 J 4' DR 12 DR 12 SM DR 12 fd31ACEMEM DOOR --- A FRAMED OPENN6 RARE DEfA85 REMAPo6 ' N0. M IDWR FmMATERAL QTY. WM HEIGHT OWAD DAME FOIM WOOD 1 2'8' 1 TV I DR 9 6+ 3 TYPE TYPE - FO101 6 PTD WOOD 6'4't 7"a DR9 DR6+V SM J F0III G WOOD 1 A- 'P OIL. DR J DR 13 R 11 51M UIL 13 nn3e)RDOOR+ERgAEDOPNWSCMW 2 DOOR i#BAFR40OP94KTYPES 3 o�N+s3•_IAaEca'►a3+wrwMoaeMDECAL 1 $CAIS N.iS. SCALE N.T.S. ------------ a14�REA'—wowt O COOOO a / i = s IN � •as>�axsRa+ - .. '.cc.-z-:1EiSID ,=sem. � ., 40 4 IYPK•AEPO oDoORJA%DETAIE 5 �POpCI�T-DOOR�gfC1fNIMpEHALL•WilDFT71L 6 fl21 _1�?M DOOR AWDEGR0WUDMCAM" SCALE:3' IF- I' monVammOmw I , TYPICAL POCI�T DOOR HEAD WAL 8 1�YPI�CAE-D1=WX)DEUl q TYPI�'A F-1 W OPe*G ffAD MAt 1 p SP T_DOOR 0 WCHN/UZ HALL HAD DEW 11 �FROp8�11G�IOICI9J I FAME AM.ffAD DETAL 12 G�ARAJG•E 1DOOR WAD I j"'W DETAu o scAIE:P=ra o'z J `3 0 � z I / 1(AIO —3E�GOI" lFGE A-701 13 3>Y_TPl�u_1 3LDETAt 14 SCDOOR ALI DETAL&BATHROOK DRAWING LIST CONSULTANTS f Lm -100 OVER SHEET.DRAWM NISTJQMOB yqy U�CFI 100 DIANOB PIOB00% AOUEBOGIE.NEWKi WDYCHLK LAND S 11931 OFRCE:(6Tp2961585 1(D DEMOTION PLANOB101 ROOK RANOB 100 CONSTRUCTION♦FOUNDATION B 17559GSBEE ROACONDON D.PC01 RSf FLOOR SMLCI..MECR COOIBMWIOB NEW YORK NY 1195202 I FLOOR CON6IRLCON PIANOB OFNCE:611-298-1956 103 STRUCL.MECK COORDINATION RAOB CONTACT:JOHN CONDON 100 CONSTRIN Tm PIANOBREFIEMCS"PIANOB ABBREVIATIONS 1 i FLOOIN R(AECIED CERSNG PIANOGM FMAC C�aMlaie BRpIRG R-/P N rt Ap ezdB AOT Ap MFA F—Of ft". D NmF AWAImb FS Faablp im Sa C� r Ram DanAw RNAl1ONNS♦BASEMENT DETAILSB AP �Pw C Gam mon bq-W 1 RIOR EIEVATIONS.ENL DETAILSB � BonF c S G�alaID mff-600 IILDNG ffC1ION5B ffIR b-ft 1 NoA�elr ���B n Bnl NDHE-0OD NURGED CHEM PLAN.EIEVAIKNNSG/ Gobn.1 ~ Fan PonsKbimltleCm Cwnew1.c LYA Iw41 WI WdwNwAw601 NW2GED KIICHIND AILSCLXWI 0-1 Y da Md., M-76MATKM. BATH PLANS.ELEVATIONS..OLDETAILS ply [wzcnmat N tEN wpb 71ffff 9W�r IEVAlIONS+ENL DETAILS ffEwR IEVA .FM MA85 C�dIC c� LW Lw .EM.DETAINS Om CCol6 wm �1 �enmSCH®IAE.aEVA1KXA �B ow C k. mKm Neae+<m�b�e, ; IdwE 1APES.DFIAIS -DOB CN Ca6IP AN FAnwm p kpO( D OWw im mli d IPR MECFWECAL PIAN .DOB PH p r ,L'V Mwm'sop-w m MECHAMCAL PUN -DOB MR mw To ISPA�a1 1iiiNDABON AND HRST FLOOR FRAMING DETAILS D-OB on Dlw.ep W No hI hCo W YVST *,iCwp Lwo as 2 FRA"DETAILS SUED-DOB mM D— OR O.mw M �d��m DETAIS D-DOB N E� Eq�Ow4 VA wcd. K LAMW We W. RAW BF 1b� m 0—R.a..d we W.W mEqm MH oppom.Nw10 vmwWnBo"d'kiFPpa NOTTOSCAIE Tiff EWpowm FLMM Pdpk:loMme vm low E.WQ RYY) PV.VW WG Wa1Own Bff EV-d POP pwa N V@H Slack \ BB Ed.& n P—lw FD FF-w IID Prt M Nw6ANhWe R Pith o DRAWING SYMBOLS r M-I .........LP._....... LOW PADPNK GAfM 1 SECn)N EN,M6ED .-'._..YF.....-..-. WASIE LNf -.l DFINM.W SSjj �F DIEMOR ._._.._Fp.-- PBROGAIED DNN PPL BEVAIICN Of ...-.....5..._..... SWW 016111 MARY ANN HOMONScO �,MN 3245 WELLS ROAD __.AF.1. PECONIC W.11958 ._._ pS Ec.N V 10MOOR O �r xogr DJD( 9 NDN0..D F op IVAfD 6 oP' -0 HM �rW/IWDIEID ZONING CALCULATIONS p WMOWRD. -4 em GTbI i DISIgLT:1�D gCOONl6 ILOCK2 tAL1 Rd0D1t91186 aaDnEM ---- ccwcm or sTff-17A56 ff pIASB)ON IRIND ARM NEw CONTOUR OWABIE MNG COVERAGE QD S of dl lce 34915 S ------- COMM LOTCDL7UCE ^ 9XM CONO57E B0^_E' IYARD 2161 SF / / MGNAEM OP 25 S FEWAA100 CMV" Ej c f7FCAJN OPlN1EleY 501 SF z RNEWAY 1410 ff CoCoNow ox �' M'S'C0NMFOLwoApNwAU <Z $ ON )) 225 ff ....-.-_-.KLOTCOMPA NOFCOM 4M97F ----_- Ca�aff OM 1H�F M4W LCT CDVMM* -•----- rwvetlr Lte PXIB53RWALL NEW/PATOfD Qd U.ON. . 7A4 WDODSIUDFf Ie'O.C.WIMV 2161 SF Mmol E 7NEAAAL Ns"WN RM)N OF CATWALK 107 ff MOMWALL-aaORe OP 22 ff 0 w WASERACK � vlow Rum 44 ac Wl 450 ffSIOIVW20 SF O LDLOTODMAGECOM51 2918 F O FO ROORMW MAX DHNNONS O v VEMLACK D SETBACK(SO')ETBACK-(15)SETBACKS COAiNED(35') RLIECIFD CLING RAN SET BACK(50) **HI 15) OFSrOiES I T-100 DRAWING LIST CONSULTANTS # DRAWING LIST NOTE V T-100` COVER SHEET,DRAWING LIST ISSUED-DOB SURVEYOR/SEPTIC DESIGN - KENNETH M,WOYCHUK,LAND SURVEYING,PLLC 5-100" SITE PLANISSUED-DOB P,O. BOX 153 AQUEBOGUE,NEW YORK 11931 OFFICE: (631)298-1588 D-100' BASEMENT DEMOLITION PLAN ISSUED-DOB V D-101 ` FIRST FLOOR DEMOLITION PLAN ISSUED-DOB STRUCTURAL ENGINEER+MECHANICAL ENGINEER Qo CONDON ENGINEERING,PC •— Or 1755 SIGSBEE ROAD •= Q A-100* BASEMENT CONSTRUCTION +FOUNDATION PLAN ISSUED-DOB NEW YORK,NY 11952 i o A-101 FIRST FLOOR STRUCT, +MECH.COORDINATION PLAN ISSUED-DOB OFFICE:631-298-1986 oQ CL -102` FIRST FLOOR CONSTRUCTION PLAN ISSUED-DOB CONTACT:JOHN CONDON cli o A-103 ROOF STRUCT, +MECH.COORDINATION PLAN ISSUED-DOB A-104 ROOF CONSTRUCTION PLAN ISSUED-DOB ABBREVIATIONS A-200 BASEMENT REFLECTED CEILING PLAN ISSUED-DOB z0 ABV Above RN Finish PVC Polyvinyl Chloride z o A-201 FIRST FLOOR REFLECTED CEILING PLAN ISSUED-DOB AC Air Conditioner FLR/FLR'G Floor/Flooring R&S Rod&Shelf U Y ACT Active F.0 Face Of MAD Radiator AD Access Door FPSC Fire Proof Self Closing RD Roof Drain O o w A-300 BASEMENT ELECTRICAL PLAN ISSUED-DOB Adjustable FrGFooting REF Refrigerator o Ww A-301 FIRRST FLOOR ELECTRICAL PLAN ISSUED-DOB AFF Above Finished Floor FREINF Reinforced T Fin Tube L=o 53;i] AP Access Panel G Gas REQ'D Required ,400` EXTERIOR ELEVATIONS+ENL DETAILS BD Board Gall Galvanized RM Room ISSUED-DOB BEX Bath Exhaust GC General Contractor �c A,401 ` EXTERIOR ELEVATIONS+ENL DETAILS ISSUED-DOB BO Bottom Of GYP BD/GWB Gypsum Wall Board S/ Roof vent o 0 BRG Bearing H2O Water BT Bidet HD Head SC/SL Self-closing/ w=o Self-latching CL CD A-500 BUILDING SECTIONS ISSUED-DOB BTM Bottom HM Hollow Metal SD Shower Drain o CAB Cabinet HP High Point A-501 WALL SECTIONS ISSUED-DOB WH Hot Water Heater /CM Smoke d Carbon CBU Cement Backer Unit Monoxide Detector CL/CLOS Closet IM Ice Maker SE Security A-600 ENLARGED KITCHEN PLAN+ELEVATIONS CLG Ceiling INSUL Insulation SHWR Shower CMU Conc.mas.unit INT Interior SIM Similar A-601 ENLARGED KITCHEN DETAILS CNTR Center JMB Jamb / Steel A-602 ENLARGED BATH PLANS,ELEVATIONS,+ENL.DETAILS CConcrete LAV/L Lavatory STV Satelite CSS Clinical Sink is Jamb Switch so Stove Exhaust A-603 INTERIOR ELEVATIONS+ENL, DETAILS CONT Continuous MAH Mahogany A-604 INTERIOR ELEVATIONS+ENL. DETAILS CT Ceramic Tile MC Medicine Cabinet TB Towel Bar A-605 INTERIOR ELEVATIONS+ENL. DETAILS CREST Crestron MECH Mechanical CTV Cable MIN Minimum TE Telephone TO Top Of i D Dryer MMId Manifold TP Toilet Paper Holder DH Double Hung M.O. Mason Opening TR Towel Rin A-700 WINDOW SCHEDULE+ELEVATIONS ISSUED-DOB Masonry p g g DIM Dimension MTD Mounted TRANS Transparent A-701 DOOR SCHEDULE,TYPES,+DETAILS ISSUED-DOB DR H Door HeadMTL Metal TYP Typical IDTILDW Detail NAT Natural UON Unless Otherwise Noted DW Dishwasher Composition Tile Com I M-1 FIRST FLOOR MECHANICAL PLAN ISSUED-DOB DWG Drawing OC On Center NIC Not In Contract VCT Vinyl p VIF M-2 BASEMENT MECHANICAL PLAN ISSUED-DOB DWR Drawer OFE Owner Verify In Field W E Electric Furnished W Washer EA S-1 FOUNDATION AND FIRST FLOOR FRAMING DETAILS ISSUED-DOB Each Equipment WA Waste z EL/ELEV Elevation OFCI Owner Furnished WC Water Closet � S-2 ROOF FRAMING DETAILS ISSUED-DOB EP Electrical Panel &Contractor Installed WD Wood EQ Equal OPP H Opposite Hand WDWK Woodwork o) S-3 SECTION DETAILS ISSUED-DOB WH Window Head EQUIP Equipment PL LAM Plastic Laminate W.0. Wall Oven '-INDICATES ISSUED TO SOUTHOLD BOARD OF TRUSTEES-FEB,03,2010 EXSTG/EX Existing PLYWD Plywood EV Exposed POP Poplar Vent Stack EXT Exterior PT Pressure Treated KEY PLAN- NOT TO SCALE FD Floor In PTD Painted Air FAI Fresh Air Intake FF Finish Floor O .O o N N n O O O DRAWING SYMBOLS xX BUILDING ---------H20--------- WATER LINE SECTION ----------LP---------- LIQUID PROPANE GAS LINE ,- WALL LU SECTION w X ENLARGED --___--W_-_--_-. WASTE LINE Z3 xx nf J DETAIL/PLAN ----------PP--------- PERFORATED DRAIN PIPE o M O O �, xX X EXTERIOR oof ELEVATION O Q X ---------- S ----------- STORM DRAIN m m XXX X INTERIOR O O O ELEVATIONLU x -------- R,E,T,-------- O OEC,TV S ELEVATION PROPERTY OF: INDICATOR MARY ANN HOWKINS - HB HOSE BIB 3245 WELLS ROAD DXX DOOR AND FRAMED PECONIC NY, 11958 OP'G N0. -$ HOSE BIB W/HAND HELD HHS SPRAY OWINDOW NO. -Q GAS -- -- EXISTING CABINET ITEM -- -- CONTOUR ZONING CALCULATIONS NEW CONTOUR ------- - CENTERLINE ,C,T,M,# DISTRICT:1000 SECEONS BLOCK-2 LOT:7 R-40 DWEWNG rl:.µ� ,n,.;.,, * EXISTING CONCRETE BLOCK LOT SIZE- 17,456 SF(BASED ON UPLAND AREA) ALIGNMENT ALLOWABLE BUILDING COVERAGE(20%of lot size) 3491,2 SF DIRECTION OF MATERIAL NEW/PATCHED CONCRETE BLOCK V CD EXISTING LOT COVERAGE Z — N NEW CONCRETE FOUNDATION WALL z CONSTRUCTION W Q>- < DWELLING 2161 SF ---------- BELOW p 0 z o FRONT STOOP 25 SF EXTERIOR WALL EXISTING- W cryU �= REAR DECK 541 SF ------ CONSTRUCTION 2X4 WOOD STUDS @ 16"O.C.W/ Jz W SPHALT DRIVEWAY 1410 SF ABOVE THERMAL INSULATION Z �� � C/') PROPERTY LINE — EXTERIOR WALL NEW/PATCHED- CD w "U TONE PATIO 225 SF U.O.N. 1 2X4 WOOD STUDS @ 16'O.C.W/ o- 00 - -- - TOTAL EXISTING LOT COVERAGE(DOES NOT COMPLY 25.6%) 446.9 SF ----------------- SETBACK LINE THERMAL INSULATION 0 INTERIOR WALL-2X4 OR 6 = PROPOSED LOT COVERAGE W WASTE STACK WOOD STUDS @ 16'O.C.W/ O , 1/2"GYP,BD.ON EACH SIDE& DWELLING 2161 SF SOUND ATTENUATION BLANKET UPLAND PORTION OF CATWALK 107 SF 0 LD LEADER DRAIN O Q FRONT STOOP 22 SF O FD FLOOR DRAIN REAR DECK 480 SF OUTDOOR SHOWER _ 20 SF O V VENT STACK C A PROPOSED LOT COVERAGE COMPLIES,16%) 2970 SF ROOM NAME ��cn L1 -- - ---- - _-- — - - -- FLOOR FINISH CONSTRUCTION PLANti SET BACKS+MAX DIMENSIONS - -- --------- --- - ROOM NAME REFLECTED CEILING PLAN � G�- FRONT YARD SETBACK-(50') - 48.1 FT-EXISTING BUILDING FOOTPRINT CEILING FINISH y�F Ogg fi v��p IDE YARD SETBACK-(15') 17.5' EXISTING BUILDING FOOTPRINT OF �`�� Seal IDE YARD SETBACKS COMBINED-(35') 35,9' EXISTING BUILDING FOOTPRINT REAR YARD SET BACK(50) ' 66' EXISTING BUILDING FOOTPRINT - 100 BUILDING HEIGHT-(35') 16'4" T OF STORIES- 21 2 1 STORY S,C,T,M.# DISTRICT:1000 SECT110N:86 BLOCK-2 LOW R-40 DWEWNG LOT SIZE- 17,456 SF(BASED ON UPLAND AREA) SET BACKS+MAX DIMENSIONS ALLOWABLE BUILDING COVERAGE(20%of lot size) 3491.2 SF FRONT YARD SETBACK-(50) 48,V-EXISTING BLDG. FOOTPRINT v EXISTING LOT COVERAGE SIDE YARD SETBACK-(15) 17.5'-EXISTING BLDG, FOOTPRINT - DWELLING 2161 SF SIDE YARD SETBACKS COMBINED-(35') 35.9'-EXISTING BLDG, FOOTPRINT FRONT STOOP 25 SF REAR YARD SET BACK(50) 66'-EXISTING BLDG. FOOTPRINT REAR DECK 541 SF BUILDING HEIGHT-(35') 1728" �.• � ng ASPHALT DRIVEWAY 1410 SF #OF STORIES-(21/2) 1 STORY = 0= Y STONE PATIO 225 SF o< J J TOTAL EXISTING LOT COVERAGE(DOES NOT COMPLY 25.6%) 446,9 SIF ou o PROPOSED LOT COVERAGE DWELLING 2161 SF Zo UPLAND PORTION OF CATWALK 107 SF U z }o U�� FRONT STOOP 22 SF J 0 N C LU REAR DECK 480 SF o LL Lu ��o OUTDOOR SHOWER 20 SFc PROPOSED LOT COVERAGE COMES 16% 2970 SF w Lu o o� 2 ZONING CALCULATIONS + DIMENSIONSM u-,�o -o O� z MAIN ROAD `pr's PROTECT+SALVAGE TREES / PROVIDE CONSTRUCTION FENCE BARRIER I / -- HVAC EQUIP / ON CONC-PADGENERATOR I N CONC PAD - - - - - - - - - -+ - - _162'9.24 _ _ , _-__-- � - -' ..-._-- J-—_ - �N 86°09'10" E _-_-- --_—:_-_ _- _--•_-_-..-..-..---- -----------------•--•----------•---------------- -.-..-..-..---------------------- �_ /, ' m — � - - -- -- - \ 0 , I \ SILT FENCE+ HAY BALES ------{----------r----------------------- ; -*-----;TQQIE. TH I D - 1 dP I 8(24)X AVERS- W , I I � NEW RAIL ROAD o m FENCE HA B 'I j C) o LES - ; ; 1�ETAlN ��WALL- - - - _ Y A — I I I Nev. 9,2 , JEW 500 GAL LP TANK (❑ S' ` -'-"---___ : 7 BELOW GRADE ❑❑❑❑ �❑❑❑❑I❑L❑'❑� JL.___.J❑i J �_ ❑❑❑❑❑ _❑❑❑❑ "'.I, \\ , .9 :. 48.1' EXISTING BUILDING FOOTPRINT SET BACK S HOSE BIB- LEADER S 1 � I C-- I - 1 \ \ ' o 0 I CV CV (- H0% . ER v' O O 1 � I - � 1 ` ❑l \ N c i 1 I I - ONt - LEADER -- I 0 CX:) 1 M w r o 1 I. I F- 1 ❑`' LEA ER � q ¢ c\i / I I o AV r o 0 r 1 I :;.ILII TA�:-EdG I i I I I 1 I F I I 1 i 1 I , I z I 1 1 w I fn 1 1 O Q 1 co,--�-. 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