HomeMy WebLinkAboutParadise Isles / 098 / ISS.
MINOR SUBDIVISION AREA DATA THIS SUBDIVISION WILL APPEAR IN
DISTRICT 1000 SECTION 53 BLOCK 06
PREPARED FOR OWNER & DEVELOPER: LOT 1 3307. 5581 1 a sq. ft.
7. ac.
PARADISE ISLES JOHN RUOCCO AND JOYCE DEBORAH
RUOCCO, HIS WIFE; DANIEL JEROME THE Ex1s7ANCE of RIGHT OF wars
STEPHEN AND
TESSIE
AND DEBORAH S TRUSTE HIS DER GIUSEPPE 330,248.78 Sq. ft. AN EASEMENTS OF RECORD. IF
RUOCCO AND TESSIE N. RUOCCO, AS TRUSTEES UNDER THE TESSIE LOT 2 ANY, NOT SHOWN ARE NOT GUARANTEED.
SITUATED AT N. RUOCCO (AKA THERESA RUOCCO) REVOCABLE LIVING TRUST; elgpsRia 7.581 ETD. AR
GIUSEPPE RUOCCO AND TESSIE N. RUOCCO AS TRUSTEES UNDER °' +�' C%SAY LOT 3 343,405.54 sq. ft.
ARSHAMOMAQUE THE GIUSEPPE RUOCCO REVOCABLE LIVING TRUST O (INCLUDING STRIP TO 7,884 ac. BUILDING ZONE DISTRICT: RESIDENCE R-80
g ISLAND VIEW LANE
TOWN OF SOUTHOLD � LOT 4 330,252.74 sq. ft. SCHOOL DISTRICT: GREEN PORT �JpO
B1 N ' 7.582ac.
/ , a ' AA a
" ,334,159.02 sq. ft FIRE DISTRICT: GREENPORT
/
SUFFOLK COUNTY, NEW YORK ,, �o TOTAL 13D.sz8 Co. NOTES:
I � I � ,,, oR W 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. /
SCALE 1 "= 100' \ IF-CA P�G�+3 fpp y " y *y�OM�E EXISTING SPOT ELEVATIONS ARE SHOWN THUS: � y
C [l((ll-7 (j. �cp 4 Y aIpNP s pJf we"' TY EXISTING CONTOURS ARE SHOWN THUS: ----o---- PIP6'cREEK / 1
DECEMBER 16, 19 J / IST ptl A pSGNPt �' II /Ow ,x° �� BY US FROIERT ACTUAL THIS
YS COMPLETED MADE 2. IF SILT IS FOUND IN THE EXCAVATION FOR THE SANITARY SYSTEM, ?
MARCH 8, 1999 REVISED PROPOSED LOT SIZES y, ea p 1N \ w tJ1 DECEMBER 11. 1997 AND THAT ALL CONCRETE T MUST BE REMOVED AND REPLACED WITH CLEAN SAND. /
SEPTEMBER 17, 1999 ADDED COMMON DRIVEWAY PROFILE v �A 4 MONUMENTS SHOWN THUS:■ HEREON ((
CL' .IoW'"', wtD \ ` �` "SA 3. DEWATER AS NECESSARY TO EXCAVATE.
501 1 \ o. / 0 ACTUALLY EXIST AND THEIR SITIONS ARE \
FEBRUARY 14, 2000 ADDED DRIVEWAY EASEMENT & BLDG. ENV. v j' s'� �P CORRECTLY SHOWN AND A IMENSIONAL 4. LOT NUMBERS SHOWN THUS: s, REFER TO
_`�� AND GEODETIC DETAILS ARE RRECT. . AMENDED MAP"A" OF PECONIC BAY ESTATES
DECEMBER 6, 2000 REVISED MAP * e
JANUARY 9, 2001 ADDED PROPOSED DRAIN 0�� oo I e \ i / =aa Q v FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY �\
4°' "' I i 1 \ ` +, GRA ON MAY 19, 1933 AS FILE No. 1124.
MARCH 29, 2001 REVISED BUILDING ENVELOPES DE BACs°e°� aoe� oAu _ ? 1 \ v Rw O 5. COVENENTS AND RESTRICTIONS AFFECTING ALL LOTS IN THISag \\
FEBRUARY 14, 2002 REVISED AS PER JOSEPH FISHETTI, PE *W C` q °Aa q e ' a \ I 1 ® y SUBDIVISION HAVE BEEN FILED WITH THE SUFFOLK COUNTY CLERK. \
c+1` u' p .w THIS IS TO CERTIFY THE SUBDIVISION PIN HAS BEEN APPROVED
MAY 14, 2002 ADDED BUFFER AREAS F��AA Ns ae i y Aa a$, 4 � � d BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION
t4 OF APPROVAL GATED
' APPROVED BY
Sk
\\ Aqq $ \ PLANNING BOARD
CERTIFIED To: \e' B i �_— - ICAL PLOT PLAN'
\ , +°+' oFfp +' - 1 \ `\ ` By APPROVED IN ACCORDANCE WITH BOARD OF TOWN OF SOUTHOLD
COMMONWEALTH LAND TITLE INSURANCE COMPANY `\' . /NHJ � .HATER uxEs 1 \ CHAIRMAN PLANNING BOARD REVIEW DETERMINATION DATED l o (NOT TO WALE) Tte
\� 16 la z `18 DATE 102002
PRaPERY ONE \ \
( ,H // 1> ✓' o \ LOT® `\ \ O SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
Mfwf' ',4' I� ;I 'll 6 j / ^'�o �iEsr HGIe \\ `\ �1 HAUPPAUGE, N.Y.His
\ PRaP€RTY \ \
DEC iii 1002Q�mv Data MAR 2 22002
/ `� ) I /
5,fli-0hold TownHOUSE KEY MAP
:3idlwsfl_ T1a6`I,y' a
4� f uxD x UNE
This cert the proposed Realty Subdivision or Development - SCALE =600 r
ISS
far is for Q that se e t el in tba 3 HTµKc
witM1 a total of lot war lo'
/ o \ \ appravetl on t e above date. Water Supplies fid Swage Disposal MIN. MIN
LOT ! - _ d \ \ \ FociliHea Most Conform to natructT.O slondolda oIn affect at the lime F, 1
// o. ;� \\ \\ / of construction and an b'ect to se orate is t to thave �E u LE)OUR \
11 P permits puonuon € P�� \
Stvndards. This apsproval"hall be lid only f the Ity bdivislon/
/ 4• 0 development mop dull filed BM1Count, clerk within ane year W
Iy % oe i- $ .'1'A a/ this date. Consent heoby giih ven for /he filing of this map an ug p
41 // _ ? \\ \\ \ a which this endorsement appeme in the Office of the County Clerk in FDN
3 RE QUwMION
/ / 17 \ \ @, accordance with the visions of the Public Health Law and the AUDI/' / \ \ 'S. •,9 m Suffolk County Sanitary Lade.
/=u // `\ \ \ �Pa /'Y/.
N / w TYPICAL SF, WAGE DISPOSAL SYSTEM
__aL �_ g�p / v/ / / f £ W \ \ \ _/ HOME ROTO TOP BURIES (NOT TO SCALE)
T �• 1/ < / / / ", TGfiy'SB \\ ��\ \ / y[ S FFL J31! 4• cEEP max FINISHED GRI
MADE
£ / ` / /// / 'n{j,. N__ (�ry J. \\ \ \\\ \ O• y�� // EY1bl�L4°CpNC. WATERIICM t INBECF Pfl00F EI£V.]21
PRECAST flEINFORCm CONCRETE COVER FNIYH DA
Vito A MIMI, P.E. BAST 1' DEEP RC min. T pFEP mmc CASE IRON COVER In GRADE
/ --_ FURTHEST LEACHING POOL
WP�0p0� WAiLp \\ O—— ,p -I/ Director. Div aloe of Environmental Quality pppN. 4' PIPE 2°•min ppynia, MIN. P tlio. I IOP EL 9.B' 3 OF A 3 POOL SYSTEM
MIN. rE tlio. _
`\ Z PITCHED 1 4' 1' TOP E1EV.]9.L APPROVED PIPE
/ // / y ` _ '•G, • -:_: \ L ^ SUBJECT TO COVENANTS 8 RESTRICTIONS LIBER I P•L I Z6 UOER I??19 - ;, e _ PIICnfD ,/e'/r
,1/L 3• CLEAN
/ / \\ / RSA' "Tr INV. EL
PALTrs "i { tlio.
\ I J= �8 \ .a _ PAGE! SAND
9.8• EIEVI 3^'•• W a IN4ERr C P PESSPIEfl CALUA
\ Z f4
lauA All!
SUBJECT TO COVENANT
° S 6 RESTRICTIONS LIBER i�11� DARE
// "� / \._.;_: Lor® \\\ A / 3 s PAGE 40.
�. �, — w
� ATA\\ n N. 3_ ELEv �WATER
ab \ y'' / \\ \m \\ rAJ sd plz :zi TEST HOLE DUG BY Me00NAL0 GEOSCIENCE ON SEPTEMBER 23, 1997
gE'1i I as / \ c \ EL 3gs SEPTIC TANK (1)IS
_
'IWe .. SIEW UOSA at
p \ {r, P I. MINIMUM SEPRC TANK 5APAUUE5 FOP A 1 TO S BEDROOM HOUSE IS 1,000 GALLONS.
` N 4X E' BROWN IDAW SILT M. I TMIK: V mNC. {'-3 WIDE. 0'-Y OfEP
m� y\ // \ I I ����,R���SSlll••• \ \\ Sr 2 CONCRETE SHALL RAVE A MINIMUM COMPRESSNE 91RENQ OF 3.000 Pel AT 20 DAYS. LEACHING POOLS (3)
( CROWN SHUT KIND Am IM GMWL SM 3, WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF fi' AND A BOTTOM THICKNESS OF {.
o-1 \` / O 4' M1 WAILS, GOMM AO TOP 5HN1 COWAN REINFORCING TO MOST AN RAPHES FORCE OF MD pet. I. MINIMUM RUCHING 95TH FOR A 1 1G J BEDROOM HOUSE IS 300 eq It 910BNA11 MEA.
I Y� \,A n J = a. 4. ALL JOINTS SHAH BE BFAI£0 9° THAT THE LANK IS WAiEftllCHi. 3 PCHAR ; 1' DEEP. 8' tlio.
5. THE SEPTIC TANK SHALL BE INSTALLL9 AT IEIEL IN ALL OIRECOON9 tWRH A MAX. TOURACE OF iT/{7
BROWN MEDIUM M COHSE SAID W11H 1R aRINEI SP ON A MINIMUM 3' THICK Bm OF COMPACTED SAD OR PFA GRAVEL 2 lFAC111NC AWLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EOIyAL)
6 A 10' in. DISTANCE MRAREEH SEPTIC TANK AND HOUSE SHALL BE MAIMAINED LEACHING STRUCTURES. SOLED DOMES AND/OR SLABS.
/ r LQ J. ALL COVERS SMILE BE OF PRE. REINFORCED CONCRETE (OR EQUAL)
as Q>566EM D � GROUND WATER EL,1J ,. A 1p' min. DISTANCE MONSOON LEACHING POOLS Mo WATER UNE SHAH BE M WHINED.
82 I hereby certify that the water Supply(.) and/or Sewage disposal system(.) far ihla pro7eat 5. All min. DISTANCE O MEEN ALL LEACHING MOM SHALL BE MMMMNED.
N/O' Gilgit a / were designed by me ora der my direction. Dosed uponaaaaecamful conform to the Suffolk of Count A. AN b' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MMINMNED.
6 the sail. site and oundwater conditions, all late, s pro y
LOT❑2 I 1 / OUFf w Aill WATER IN BROWN MEDIUM To COMEE Department of then th SR,l... ..n.toonon Standard. In Nem an of this date.
/ I I I \ 1 / 1UpAL a ur 9 / y SAND WITH 1. cam SP
I Nil e� Te `•T—
TYPICAL
(TOPTO eORMWAAFFIC eFEARNc NIT uNTED VINEYAItO / 3";ye 51 r / s
NOT TO SCALE / t rraD. N '" 10881 #FILE. Na. �z�40
_
P a F a
( ) I 4.6 �ree I \ \ $. p`°+ . P� EB .-- — eH/O/A 000
cBAE4 's G TptuAe'° / L DISPOSAL AND WATER
RST IRON veEr FOR E At M r1DCIaMRr Ile3sm Mic dew) / / I \ /� ' � § L�' /" SUPPLY SYSTEM DESIGNED BY:
FINISHED GRADE OR AFTxIO FOR
Cara DOVER P / / I \ S Fn}• y. m 14 7 7 6 JOSEPH FISCHETTI, PE -'
Dsx Nlx, a s (m...> / / \. wMPEWYr�pO,: bJ � ®' "~ ,/'/ AD
TOWN OF SOUTHOLD SOUTHOLD,1725 NY RT R101971
m Toa Dxn mm ,e•rnnxuc FE Dlwx / / R'' w e 'p0 E H I ®T.a \ \ \, FILED JAN .0 8 M STANDARD STONE BLEND ROADWAY
PPE OR MPR°ved EW 5b 1° m 3 „ N > �a \ & UTILITY PLAN
6g ® w TEL. 631-765-2954 I N.Y.S. LIC. No. 49668
'/ / Ise MAT'S N.Wd�\ (NOT TO SCALE) I,,
11 1AGRiLDSiRramDlN,' _ ,-,/2•sr°xE // ; w ,GSA.,y �NI.TY° C"� ..oaAlr an FIGHT
_ O ` ® FILED OF NEW
RICHT OF WAY
LEACHING MNGE
.', wNr°flcmi 0R 28 C S'40'3 ISLAND P8/:1'OQ fp Q
,DaD rslexe an aA, I.PA ata dW p/( ' P \ N853.67- " LANE ;IAN 08pz� � + P`� F\Gt:A, Joseph A. Ingegno
(min 4• CMLn. a. I \ w (PMUC WATER Iff ) EDWARD P. h y �� 9+
mw- S 76'21°DI eD aiAK "e
@IIlIKOFBUFFOLKOOIJNTY 3D' D' r � � D' �
q'E COMMON DRIVEWAY PROFILE " w Land Surveyor
cRauxb GRATES of
TYPICAL WATER SERVICE (VERTICAL SCALE 1"=20', HORIZONTAL SCALE I"=100')
Is'-D• Row sfcnou a�O 0525N 4,=
ETR ESSIO Py
DRAINAGE SYSTEM CALCULATIONS FOR LOTS No. 2 & No. 3
ALL TOPS a COVERS To BE TRAFFIC BEARING \ 12• POOR aaaa \ SLOPI/2':Y 3' CROWN (rya) V2':P Title Surveys — Subdivisions — Site Plans — Construction Layout
V - ARC O PRDPJSID SmRNNMER LFACHIXa POOL WRH IMET OMTE ,e Pen„—o STK MAN. TO IXIWNG GRADE SLOPE 13
MAX. TO IXISIING GRADE
A = TRIBUTARY AREA IN SQUARE FEET \ EKISTHO cEMFA uxE of PPowsEa u•WDE c° MON Dn1vEWAT
6 CURIME �' {' PHONE (631)727-2090 Fox (631)727-1727
R - V RAINFALL - 0.17 Ft O PROPOSES SNRKNATBI LFKwIND POOL WTM 5°VO CWFA + { i TOPSOIL
C - COEFFICIENT OF RUNOFF = 0.9 4'Db. 2 _—___-- - --------- --------- --- 2• COMPACTED WEARING C URSE TO BE CLEARED
v m' wit OLDW OFF BOX IR RUIRLDNG MW14D WATER CVA. IV 3/4' STONE BLEND RAKED AND SEEMED
MUNI w �AGCeRs�ra, OFFICES LOCATED AT MAILING ADDRESS
PAVEMENT AREA = Z640 of w 1D' MIN.
2,eaD sf x D.n X os = 404 of \ 7 j + 8 + Fo 4�Y FINS GRADE DRMxNGE 1380 ROANOKE AVENUE P.O. Box 7931
4b /42,f2 = 9.5 'if MI I'COPPER � 1 COPPER 2-THERMOPLASTIC � �g $ $ $ WATER SEINICE— CO E Ly��E�..�WS�Jq��rL11�,�k
gIS11NG ` WATER IS
WA1P.SETMCE PIPE �� b o $ FOR LOT 2 e J EXISTING BANK F NE OR OTHER �CTRIC, CABLE T.V -" _ Q6m,� RVERHEAD, New York 71907 Riverhead, Nf;W York ?ISLET—D965
PROVIDE GRATER MAN 200 Int MTED €� - SUITABLE MATERAL a TELEPHONE
JI{ COPPER
11
(3) 8'-0^ DIA. X S-6" DEPTH DRAINAGE POOLS = 10'-B"vlf PROVIDED
97-41 FIG
i