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OK 0•r r�r �✓ d N ..................... ........ ........................................................ ............. ... ............................. SURVEY OF LOT 52 AMENDED MAP A OF 2011 NASSAU POINT OWNED BY NASSAU POINT PROPERTIES, INC. SECTION B CL-- FILE N..745 FILED OCTOBER 4, 1919 SITUATED AT NASSAU POINT TOWN OF SOUTHOLD 0430, SUFFOLK COUNTY, NEW YORK og S.C. TAX No. 1000-111-15-10 ,IFE11015 SCALE 1"=20' AUGUST 27, 2003 JUNE it,2013 ADD PROPOSED BULKHEAD NARCH APRIL"'ll;2D 8 UPDATE SURVEY 1p tj MARCH 1111,20, ADD,TOPOGRAPHlrAL SURVEY �6t 1-1-F, 6, 202 pd.e TOPOGRAPHICAL SURVEY Mma Ya- AREA = 30,556 q. ff. (TO HIGH WATER VC Ul 0.701 cc. t 4141,0- rl x ��Z '-tau C) Jim tP� Ld !Rz, - Ir,v" . .... ............... "45 IVAT 4 Au-"r FINAL MAP Un C� ut �> REVIEWED 13Y ZF3A T, SEE DECISION#1515 ft4- DATED-1,Ill /,;,oil .......... 0 -3, K V N I 0 \N j7FRTf)17Fj)_7O: s NEIL P. STONSKI PATRICIA M. PEREZ WORLD WIDE LANDTRANSFER VVV OLD REPUBLIC NATIONAL TITLE INSURANCE 111111WRV 8 '112?j .6 AL 'A, ........... I. ELEVATK)NS ARE REFERENCED 9O N A,V D. 9986 DATUM Nathan Taft Corwin III S-11ING ELEVATIONS ARE SHOWN FIUS�— E,xOSTONG CONTOUR LINES ARE. SHOWN HIUS: Land Surveyor --- --------- 1�v I'm, �,r, , !"""," .,� .......... 1101H F:,, -i- 1'11'111P,),, c, c: I'll Nil——Ill 1`0 7025 NASSAU POINT ROAD - -------- - A4= COVER SHEET APR 16 2021 A-101 EKMnNG CELLAR PLAN A-102 DaSTM GROUND FLOOR PLAN /.103 PROPOSED CELLAR PLM &104 PROPOSED GROUND FLOOR PLAN A-105 PROPOSED SECOND FLOOR PLAN A-100 PROPOSED ROOF PLAN A-201 PROPOSED ELEVATIONS A-M2 PROPOSED ELEVATIONS ---------------- PRAM'" MACK ANCINficcts Alop"ItRA",& TV0 � "W"'A ir hy WIN FINAL MAP Y025 MMSAU M*N r RD cL`Tuw)GuF.,Hy�In-, REVIEWED BY ZBA COVER SHEF.T ,SEE DECISION # DATED li: A 000 ........ '1513 APRA.6.2429 .. _.., .s . ...... __. .w.,. ..w.:: , -11 'C 'cr rNrvT" .`.:. . `.`.^ &+'.;:. r xx3 .. e," ..,. � � }€ ar z 4AA6TBS Bio ��I 1� uwaaa.r raaw�¢car�orn �Fµ, r 0tt BBA" bb'60 079 t�14"' �•�,�.••., �an,rm 11 41 ff eu .. 91.Px mva cm i 0NilpnaWa • � i4 yr¢pp /� q .. w .............. 'N" A—ft" PRAT7+BLACK _ ARCHITECTS BRORMLLE,WY 19768 FINALMAS` 7025NA35AUPOINTRU GUTCWOGU.... .. NY 11935 REVIEWED _]BA ._..... _ DECISION r EXISTING ROUND SEE DECISION C FLOOR PLAN DATED V _ �� A-102 .,..,..._,,._ _....... .... ._. ..._..._ ...... .._,_.,.___ .,.. ...w.. _....._ .... __ .,_ _ _..__ w..........._----------------------- -75-13 ----- ______-7513 APR 16 2021 tl ,.. _......_ .....w........ z..... .... c n� E � � i �..,...,,..,..,...,.......,.E ...,M..t F,:. � �. 1 OX P kseuEo FaRzawnx OS 2d 2d i y 4 ,E C .� i i ✓ A` "y""7"w�p ix`"m i. wm ._. fig* Gnie MATTo BLACK ARCNRECTS "" 83 MWERAVE, TE43 BRONWILLE,NY IBM RD [FINAL AP 4A0�1P'TeW&iAl..,NY 11 3511,V. NASkdI}U Ntl 11933VIS Y PROPOSED CELLARFLOOR PLANES DECISION .. _....._ TED ! ! � A-103 i 1513 i APR 16 2021 a._ . ..........................._.. a� r R. 1' l j m lip ry xrx�vw " '' {ggWFq FOR ZUW9dO 8111684 --� Anwnnmp.: �»rx aux "mow.� C_7 C_=7 els W. ; tie �yF � w �,......_. s .. Ww wa ry dFfz8� eY I BLACK A WILLEEGTSWw PALMERAVE Bm. BROFFR°JICLE RIY tUY66 _ FIL. MAP P7 9025 NASSAU POI N1 RU CU'FCFIfDfJt1E,NY 11935 '. .m e REVIEWED BY ZBA PROPE)SED GROUND „_. SEE DECISION #_ FIOOB..PLAN [DATED lea ! - ..._._......._,ww.. _ ._... __ A-104 _.._ .. ...... _..... _ _.__.,,,._ ..._......___...____-----. �... ___-__........._. _ mm. _._...., , .... V 6 APR 16 2029 4 Y y w �nb a ..w..w i _... .. l M1Y I A¢haU¢9 c L 1.1 [ �� .. .... ..� _ .... ... . ��L- L'Ll" n, a .... PRATT+BLACK ~n.. ARCHITECTS wmatz+o nein�vua,e�nxr�r:err BRONXVILLE N 10706 d � � 7025 M P CUTCH NASSAU POINT RD "" CUTOHOflAU OI TR 1935 E%F EE B A ....PROPOSEOSECOHB p e4wukLL�, + SEE DECISION FLOOR PLAN DAT M. } " .., A-1 05 _.,w, ........ ...... .......... ....... i �(qZD APR 16 2021 f --------------- ...�... _ ,..f. iw .. .....w ---- I� C �flo� 4 4 TI P 4� �Y B --------------- µ T="W°# l7T"+BLACK . .� ARCHITECTS p. ,m..................w.w.w.w.M. ...�.,�.........�..........,�. ":..y EH PALMER AVE.SUITE 4H tl VILIE,NY 9076fl FINAL ?US NASSAU POIN V RD _._. CLfTChIOCLUE,.NY 19935 REVIEWED BY ZBA UMM SEE DECISION �7 PLAN... ,. AD / ? �.". .. ....___ A-106 ........................ Z== IM' I BLACK 17 EM M114LOWRAE,gly"t iO w� ................ t ori M, BROMWILLE,NY IOTOB 7025 NASSAU POJWT RD M CtFT000"* 'vfClqm REVIEWED By ZBA P..RO.PD.SED 7 ELEVATIONS AP SEE DFfA* rilON# ...... DA D TE p own A-201 APR 16 2021 *AY 0"M-A,a?L ............... ll��:"�......... ga ............ 7 %fJYumnwl up BLACK Aulormoc wunro im"m ................ 4v,'X ............ FINAL MAP T026 NASSAU POINT RD CUTCHOGUE.MY 11935 REVIEWED BYZBA PROP-OSED ELEVATIONS 1119ea"XIE-cisiorm# -7, ,T1 WWI DATED OF") A-202 ........... ............ ------------------ ............. .................. ------------ .................................. ........... ....... ------------ GENERAL NOTES.ES 1THE DESIGN ENGINEER SHALLOBSERIE III E DWITS PRIOR TO MN 1) L"drn BACKPILL AND DURING SYSTEM STARTUP Zld'' 2 THE OATS INSTALI FR SHALL[TOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COON TY DEPARTMEN I OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER 158 County Rd.39 3 U IE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF p I IEALTH THE ENGINEER OF RECORD SHALL PROVIDE RECORD COD LIVED D3 AS REQUIRED BY SEDH "R'd!.a 18113 fl1fl99 4 AN FXECAHLED OPERKHQN AND MAINT NANCE CONTRAC I BETWEEN THE MAIN]ENANCF PROVIDER AND THE PROPERTY +r F OWNFR SHALL BE PR VIDED I I)THE SCDT 1 4 6 A GARBAGE GRINDER ST-TALL NOT BE INS IALLED UPSTREAM OF V'" 'TII' THE owTs R QWT'SHALL BE TESTED FOR WATER NOT DRESS PRIOR 10 ARRIVAL TO TDF SITE USING A METHOD APPROVED BY THE MANUFACTURER 7 ALL ELECTRICAL,LINES FROM THE DWELLINGTQ THE CONTROL PANEL AND FROM THE CONTROL P NFL To HAD JUNCTION BOX SHALL BE SEALED AND WATER TIGI IT AS'�I I, CONTROL PANEL 10 BESET ON A PRECAST CONCRETE PDOEST L AND SET 2 INCHES ABOVE GRADE.TO PREVENT WATER NDR USION 9 OW"'SHALL BE LOCATED MINIMUM Y4'FROM THE DRIVEWAY A 6 IN C I HIGH PRECAST CURB BEALL BE INSTALLED IN-BETWFFN THE THE DRIVEWAY AND THE OGOT3 IF 3 FEET SEPARATION CANNOT BE MAINTAINED To U NO I NEW IAOWrSY67EMICBEVFNTEDTIIROtJ(�HPLLJMBING, RCIA le OUSE TRAP TO BE INSTALLED "T.IAD NIT llAVtYi �Z_ 8.1 504 CEN-7 Mu PARCEL INFORMATION I PACHNI N I FUEANt. LUT 52 AMFNX5r'D MAPA OF Fur 5 3111 .lFNB.N DL z NASBndI POINT 7 _7 uj OWNED B NASSAU POINT PROPERTIES,INC E GD SECTION B z) F LED NO 746 FllTFD OCTOBER 4 1919 WIN OF SOUTHOI SITUATED AT NASSAU POINT <0 _D Z -111 15-10 V In H SUFFOLK COUNTY,NEWYORK 12� D, SCTM#l(F 500 F ARE—BO,%SO I OR6701ACRE ............ wk— r. 0(j) agm Gli L!HANEIAMCI oH's'R"F�'('B'B -IF, .......... Nath a r I Taft 1--in Ill ........... L.TO �,-3tjrvcyor "G_ A, (ACCT LILT DXBT.G z ITIC C ASTUPDATE,MARCH 11 11,111—F.2021 U'J H% PR0FNX$ED CTEF. 9 o pR SANITARY SYSTEM INFORMATION PBSF , z TOTAL NUMBER OF BEDROOMS:6 ADoDITIOD I'll Llj cL UA SIZE REQUIRED 660 ORE 0 PROPOSED x 0 LEACHING RFQJIRED 400 FT� R HX. _SED SEPTIC SYS EM TO q1) Fuji CLEAN CFN-7(FAR CHIRPROPOSED) BEN "O"'o ""T phl '0 1 XU'DeEPLEACH ING PCOLS�401 F T"PROPOSED) s 8TOOU)"', JNUI,RER0UTED 0 m L, UD R_ NOTE E ISIING$EPIFICTOBEREMOVED� Ab,,Tri Loid,rt ho rw,hiig a,,HmyFyrT(I -ALL PROPERTIES W IHIN 150 OF SUBJECT PROPERTY ARE rL[lnlalIf,vHflI fl IMPROVED AND SERVICED BY PUBLIC WATER ��ijl,Tlft (Ill pl(Alld Ill 111 WVVIVI 080 11,1),(AT N. LN '5qXwt: .Na IESrHol_EOAUA PROPOSED SEPTIC N 4 EL 27 T 6D FILIVAU —R.. -SANDY LOAM(sm) SILTY SAND WITH GRAVSL(SM) SIV F zl 1057 "'.—R, DO 4/200r2j X.. NOTED -MIXED SAND WITH GRAVEL(SP) I I 'IT C-1 COMMEN IS NO GROUND WATER ENCOUNTERED AR DWGRADE TEST HOLE BY. M-1 A SI ALVA M BARRON,M S ------ ........ .......... —--- ........................... .................... --- ............. -------------- ............... ........ ----------------- --------------- ——------------—1-11-111111111-------------------- INSTALL E I)RT ALL.-M—ANRCR FZ-C.59E,R-";9�IE��5TI 03T E S—ST HNN"b ITE B ----------------- ALL PUMPS TO BE HARDWIREDITO CONTROL PANEL........................ �,pd� PLAN VIEW ETAK FITS�SEA OIF VXS I GIL IS DSA D V A IISLII "NO AMED I NOT LE I-E E.- ,I 11111":IBiI............... HIT 'B"I Ll,L,-d I 3 0 El A I-El,F1 IS ...... ................ 'Al S'n �S, T.1 LL r """", OGN 0, ILIOTIDIAND It` DDN,RD T DEFER=' 11' -1 -I ............................. OWE 1 11 E-111 IGNTRO A N BLOWER 8c o5 RI M,SY". ✓ 4 ........... ✓ ii, r"Ill MSISO 1: IF DETAIL 1-ISS 7:1 IPSO-III O�� A E, AV 24"LOCKING C OVER,-jjDPE 24"SAFETY SCREEN,HUSE 20"LOCKING,CGVE-R-HDPE 20"SAFETY SCREEN--UPE TIEFAN EL--R /4N Ppp , PLEC7RICA-SUPPI Y F—DWELIND CONTROL PANEL ELEVATION W -1 01 ----------------------- 41, z v. Z a. LO' ro WIRING DIAGRAM "Oo < z �F—RTOAAASF ED - -F."NO.... 6 DEPTH -MHE GE- f SENID 4t BIcU0,A IE1110N.-All- ...U _L.SIDTO I UJI CLEAN UNIT DETAILS REMOTE CON PROL PANELEYXTE. GE..I RON FINU 1EE WYE ,N..UNDAIGN TO BEYOND FGIIAIlXl ON ASAITEI Lu WALL Mll 0 Lu CLEAN OUTS ARETO BEINSTALLED� ,,) 'p):u,,�8 1) AT FACE OF BUILDING OR WlHflN D-z Do a- S�l LET 4 111,BOTT u-I D BUILDING BEFORE EXITING P-1104 MEN III Ir —F.— < x 0 5RADE S,)PEN" ANF,1�(I) S�j PER PT (SEE SEPTIC ELFIVAT ION FOR WITCH) Iji END 24 a z SEE NO HE 1 11, `4 1 , o'ENE 2.) BEFOREABENDSWEEPORAI A,E-�-KN�) 0 b T T SIDE XOTION BOX INC -I C) "AR S LENGTH FARIES OF 3) FVI-RY76EEFI 01-SEWER L 0 Go< —E I-ALIDERS F-3-E EE,'OF,FD DO- X, T HAT.FOR L D SAFF I IS "I,FT E OF ------------ SEE NOTE 2 IF 22 111 ................. FIC TpFLOW RW IN YL )YLOK 4' P 21 R g g, 20"DISTRIBU11ON BOX-HDPE PART NO.-3050 4 to, ROTO-F LOW LEVELING DEVICES OR EQUIVALENT AIR E MATERIAL-HDPE R"NPx, IE 21 1; INI DAN D--NA, TO BE INS ALLIED ON ALL DISTRIBUTION BOX OUTLETS ROTOFLOW EQUALIZER VALVES H T F-FILL A-FIAl BE'AND AND GRAGE 1EIII—INSEINI DLPT I I ACHINGPOOL I R7A"" (2)SQ'O.8'0" ji FI 1.11 IINIT ON E INTO VIRGIN A RATA OF s .1-1 vi. NOTE 6 1 1. SANG X IFANSEI PC NEW(ASI PON THREJ BUILDING FOUNDATION WALL& 11 ------ -ig.No,82, 2,0 BEY NO-LINDATASNALMEN F EN JL 20 EXTEND PC NU F 1111 I-EGAI SIXIIING-T-A I S -I BY XN OF LINE AND HAVIL A MIN EDS RONTAL SEFERALION OF 12 TO THE SEDRES dearlout Cmer ISTIMN IG FROM.1�B. P ------------- ,ONTI N OF TIE ROOF for 4°Cleanouts �pk- 1: FDA ME= BO�,-I-IG 11$TO BE SBALED Wl IT CQNSEAL DSAO OR %TP, 11F ,D -MOVED FA I I A.IA NOTED 0 Cover weight-13 lbs. PROPOSED SEPTIC DESIGN ELEVAT ION NOI TO SCALE *Box weight-21 lbs. HS-20 CLEAN OUFBY BRINGRAM C-2 &TAYLOR 11 I'll DO 1-111OB 111.