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HomeMy WebLinkAbout1000-125.-3-13 &YoUng,Land,5` ru yoYav: i A� 2 ees 1— n MwW w Yo A 3 mo>P !A$M.°w.�o tr.lidbe n 6 i MATCH LINE SEE SHEET ____ 3 rorAL AREA 2D BT494 AIRES ro,, A. _. .AHfNiSr / i _ R. ——__——_—— PAx Naa«eR LI.A. 0- — i `c ; `v LEST HOLE DATA .wxws uSx Wsm,c� _ n°. eecyvi%' 9 n s a° "°w�' _ r9n ma mRs As uRWc xmAOR,, V Ol"AN,S Nn RCRemncwS xA6 BRM °Txxe � 14 �;d;a,�� " "a ° w/ c^y M�VZIIEOTWON snNNce°IwrvworIF, a 4 13 29 229 9.1, f, �lO W As SuexIN4°N MAn 3)2]2 aq 11 i y A A ENGINEERMON 15 ee oM° n AfY a[tt xHrtry ILIo .023 e /'hT°`s8. fir" °' KIw Kf�lce az i erM[w or u W RAsra Nr .;} W ff S ¢°'u 1°m�a°^4�°ny g adi TaisS u Ls15 ,° :9 "I In I°ir°`As­Nr TM nO,ei y qP -1 16 18 ue tl J1 'Pcy� . .rsT'-"'f a Ud SURVEYOR'S CERTIFICATNMI I "�. �' 'h 2 29484 sq.ft.�/fq m'3 is A sW Lw _-1,11TnEMo NW ( NWE` TM( WE OF Iy, A EL- _ OURT a-e-Ra:"i t�,a �m�RR` r .req \c G.$%y TYPICAL PLOT PUN eousxga p• ''!f ��os a xxrw aeTO.s1-Re „v s.ze L L eN q. d' "° nl wn+xN,aeluA 1 8qr °' _ �n cWrF ore RARaa"n_ir 5T 19 " ^';'w A�,+a' n �rNu;Re"ty 1 m 5 30 90.6 sq.f. L z91o1 s9r[.I 094ER NxU.raua PLANNING BOARD CERTIFICATION .1 = ff i /L im o \•/ AP OF (" ,ns is rr mr.r s s, M :'s a•\� saw.gx,RAr NAs _L e2T .s w _ ,.R.sRR a Rx,x"n xlAw.ws -- T- �AUF3E uw . Al Mattitd ' Ol Southold - sA,F suNkeitoCWTRAxntwrxlnlexs MRFR ` Suffolk Cok'nty,Town New Y k OPEN SPACE PARCEL B erw \•' LWyde j - 1oco. 1 as 3' y1 zoo913°°re. ioao ,p2 0) ,.J \ A6 ,se.3 fib•6 4UFF0 WWTY OEPARIYENT 1000 .'12 04 3 J —� ———— }o Dfilrx °{1rF'�•*�I——° swop IArz WG 17 7�1 xPAVE N.Y." FINAL. P e —�p �5 County T°.M° °7000=au�'i25 smw a 17 MATCH LINE 5EE SHEET 4 �\ . MATCH LINE 5EE SHEET 3 �; f — / �s "�r"a�`ro`x°'��"rx�1"::;.��R�.a"",x.max,' .' +•� 'I LU° `--dam$ °,moi /�/if m wTM1umcxRnm45 a' ��.ff• _.a,...,�., .=,�a• .-,..�.o � arA<9�Mm -;'�'x_RraLw.L r. ,V & Yausxg Lan6t�15 "Imyore.�. d♦ PxYw - .E9 9 r N��e�w i�Oy'E ----- �5 a G,.16" f � / fm.,.,y c.•ogwre,s.o1=ew im,m�Hv< . s f U/ SITE DATA ny 3 IOTnL AREA 218.404'ACRES �/yw3 74 Op •AxEA P a¢xcR AA 5p° ° __ _ HO6E DATA "o we ds,R OPEN SPACE PARCEL B '"" '""' '"" A- 0—A 'f9, 'mwH.w Yc RANI ,A «s RM-N ]0.0913 acres i ii FFn M -a MATCH LINE 5EE 5HEET 2 —__----__ --.___—_______ _ az'"w A �+ct`s anarc y Lp.a "DV­1A.- -- _ __ ____fYN_' 'w'!�'A�-s•s _P ———_—__— a csAvs� Ems 6usr eE san As sl www IE 21' su®u aN R moo amz 'mww E_*Im�N A�cssc .xs es / w se "'�<y. m`A£; ENpNEERS CERTIFICATWN -e{ —x=a,o—z a— 5/ y ,`"i. �y1 o`°uP°w G9N° "` v°asr+w°"Fn iI dl �T .4 �'r "brA s.,. coiw,r a m b i etA B sT.MAnos""RCT°NitAs 01,°,•,6•::°Ph G iN ?I", d w cP` n �xEN4x0 s', 1 4 LF)I u I a i T,° P waP Z ma O / >�i S JRVEYOR'B �aa � 9 CERPEICATiINt W T1n 1W, ,z Q I / fryo ,i s �M000-�wA me.w'O�:�ileti6b6a., �r �� TYPICAL PIAT PLAN a?MRNIb. I m a cR j Co,xQ�+"��p w P 91°M iMISMN.Apd 61�)11E0 iii 1 / o/a `"° 5 ��wum°R"iNn 6AboNIT'IiAANmop>itl�wwTua tg �Ig End °s6Nw A'°ma"P�T.• `��E�ie1 - I 'ab o,�. u�ova'zow xwsE nc _�p s xwaw w r DELMAR DRIVE s II w s05ars°° a°°ra c°°°o- Eamlaa awwcs. °w a s°rrmu ca0 r N— M"Xa saeoR _ CA A I DELMAR DRIVE IOAWER I u q PLANNING BOARD CERTIRCATION I MAP OF.nem t n LAUREL LINKS; E 0°10f'VPflO°"`�7�"7�' aou At M°tntuck,T.-of S. .1 $YLECI TOCWENAxi6d RESTAIc1Hxs LIfiFs 3 SuffClk C-nty,Now York I P I SUFFDME ILDNTY DEPAR MFNT OF HEALIH S]MLES 1000 12555. 01 111 HAIPPANIQ,N.Y. 1004 f2A OJ 19 4( ogre Co�nly Tox Map v.e,vi 1000 125'qr.°3",u.1]' FINAL, PLAT x one°�cr�w µo mi slasm�ixrc 'nna mm N,: �/�f /`,s' NNgqNye s no !/`A'E Q/�w APaHBAST oeG.,1&z ' u °. ..-,s,,,,, •.....� . „.,� oa°on av,.mr.,wrAx wun ui6z /A/ Young &Young, L 400 0—A—, i " 25 1,30,961 ft yd+.yolKBToe' .v2 .73 Yq ft. i -- mEEI SITE D ------- TOTAL AREAE 21&b44 ACRES '--26 AREAIAII.—,,.,� 1 31 314 1 ft a AREA 11—-1 Il 31,ti 29 1111 El MT HOLE DATA naw r formerly MATCH LINE SEE SHEET 5 -------------------------------J-----------I- -E. ----------- 't..REA �r1 III, TA�1. AERER. A. THE ENGINf'.S.In"FICATION= ,A, -All 11 It III TRI R-E, IY I,En l IE A—IRE. MWIT W HEALIR M111 I 11—1 Asa It.RA. z SURVEYOR'S CER FICATION 2 HERESY=FY THAT�-I—RN III PE, 2EZME"IZ�T'AUS WI_-E 0MINAIRI IF Il�,�R, =!II All A-1 XII Il—. TYPICAL PLOT PUN REW111— I—RE A. F- A-AL L.1 11 IERWYl EYMPLETED IIT ALL Y! Mop p 'N -"N" T' Tr of tt I 9w 9x6 II,E-Im'a;Erg. AL CN < 11'H K i i i RREE AN..1——1 111 EERRERI.' 0 DEL AR DRIVE ,7 4�- OYMER0 -CU. _m ull.- ERAR-C-1 Ll. I_'II RYERREAE. jCBqN PLANNING BOARD�WJCATION I MAI RR is LAUREL. LINKS Y At M.ttitu.k.T.- f Southold S"EIE'T-C.—I I REIT—Ill LIED, Suffolk County,I-York PAIE 10000 126 07 � 1 suRTDtx loDOPAR—OF�TN 00 121�1 11 21.1 ME HALJPPAUGE.N.Y. 1000 E. EARE —ty Tax Map —',10 WO 0 1,17 FINAL PLAT N�='NL2.ft=WE1 121`l`ZA.�T0A-=:"R` ITAID-S'Nj� 11-YE RRI wneu caxm srwirAs E E, 11-7ti__, IREE,4 Z'9Op fq'!4. $ ' ' w a°0 Oeegsstler E �AeeB n u dye&OT8 36 �B! SITE DATA LI MATCH LINE SEESroTal.Aar,=z,e.ao+a.ACRfis �> ______ _____________ ___ --- 0 ,1 v 1 N � � .Al."nxca xwTx Dr L.e6.,c 9grs r� S �z .ee-,le, 3Q.e6e sq.k. \� I 'A9'wa zOrvwc use°ISTncr _.c 2 11� $ 9 TEST HOLE DATAoF " 30,523 'sir xzaTrww ,6 m r i 1 *xr, Tx ,xw :.11 P°®Do lAW, Io' e x—x—x—x I yc - --- .00•m r 112 I eax,La., xe �> m x c xxa N qxa xAb p("" n E! m 8 --- '1I' g $11f 30.90]sq.A. wac wrvor spy€ k, _ ------ M=MMm se°�°AE wk axM E=1"l k Mia. 3 - �xxa m`% 13 t 'ty .° f 3T.23z sarc A = r n zeu3x --,I r7P, ( ENGINEER'S CERTFlCATION 7 kNEWA ,NAT nc WA E—I()AAmpd, �pp 1 2s9.l b' °'c 'e2 aY M 9Po B 325 svalge()OBiTMivsll puLAKgijpFO f A r me m,.are nx9,.wcwown""" I cnLO�ixp VAN T'xW cu,x09sEDmx� Tg5 tan o:° 1 xnaa a I = b B ✓° 16 a1•aa°w I w - a 1x 29s72 sq.tl, `\ 0 3z]3z0 I w N ,Iwxna�wrnr9..e"r°nau6 1 OPEN BPICE � \� 3 m 11 A I Z A �ssswT�/' �8w 25)2 �.�te �' � r�__5 SURVEYOR'S CERTIFICATION I OPEN SPACE gu U ,e am^w °evr,°•c A .'0,,'r$, PARCEL.,A T i z6.99,.q fu 6 I Q m°�TMwrein s uau 'c a N ow"E.' f MM \\ w "\•%' 15.a]01 Ades , Txs uw non AAd][ scnw_EWm l'&w F c cl.�l rY /` ^ TYPICAL PLOT PLANsexK xeo,�raa 'Fa Au. ar A9 —x-1 ` 1 f ,sazr - _ OUR7�- sxowx k+wx :,'xw AL ° Lx—x raf �O,402 wqn <3�J ' 4 -> i 8 39.z= aT ., w ea6 A01Maannoc�rnv,z0oo KL 30.892 2 1 Nou� 8 An9,mecR LL dHNsgGIK E�If r� oEnc Dei ` ``"' ' w's2 gip. 29101 k ss 30 f ,m2 S� W m x.29,948 sq.fl ; � PF 2 s`] C), ,, �, -- g --__ •yam^y y,�d,•- �qz,h'°b ze�E mt 22 a bm°. Ix.� 28 . r Joey ------------ avmER 1 z3^,`>$ $✓� I zz�ux%YEll, 25 1 ,1 30961 s9.k\ g, NlEE NEW B0"Ymi 111, s I 24 1 w xa s5 I BANNING BOARD CERIIFlCARON r I 1 � < (309]3 9ft ' Eq �w ° LAUREL DE 314�kI w 2B ( ear Axa " a °' _Sea I Asa ZZ4 a�M°n ro .M �a«a LINKS _ -- _ ' 31•p sq k. o- 0°' ! wu Al Mattitock,Town of Southold t ° suB19:r TOCauDr ^ Suffolk County.New York - `. • � �,Y I axraw AesiAnnaN9 LleeA 3 W or forme y ���\ -J1 k 1000 126 O] 1 /Ruth D. 1 x`` r f efly * `39'4, -�4se° I 811FFOtlf COUNTY DEPMTMENT OF EALTH 9EA`ACES 100000 125 04 2.1 Jon—t_C__— \ ___ _____________ —_ __� Dare_ p., ,w. n _ I ISI 1 T[YDt ���'N.Y.NYioao its 03 15 iL_ — i— c°unrr Tnx N°P w..125.em 03 me n s3S _I �°nwisiignm mEry ai.00non MATCH LINE 5EE Sf1EET 4 M9em FINAL PLAT � ��':lo�wAb wmgwd�x'"xe An,�°A,E:wa,Ex�..�ee nl.l. l. I l. ll I m;,,°x��� 411 Young Y—g'LmmEFF SuruegWrp,` 000 o.aaw. .rAeae,'w r rb rasa S 2 �aes alas - GI .511E DATA.:'. TOTAL.AREA..1,5,404#ACRS . 3 1MuA PAMu.��x 1 OF Psa TEST NIXIE DATA E gmSminRsa, <A''r:. 1 Iwft vae xaT ww .v Tx � �y ccFPlEn Y6 s'xoxh rilp.M Aa�"oAoa. . TM TMa '" a Mo rwsN lwns NA§Sem.'. /�� unsao rsoLK-wu T4 nagNs abT �, soba vslen Sect on Ona of Property of GeerSe I Wf h Others' 'aw ':Ms AAmNy,tAxfla*¢ 'I �'f sutfelk coax ty Maapl Nu.BBI 1 SubtliWalen-'sect on One o I wream rmxm„�.al��.wx �'{s�ieo"waw u ,am 1 _ / f I Suflak Cour uuM°mI ME � I �1q>� WIN F`s"terro;C s a ^ CFAiIFI{:A11DN' 1 s c �a°�na"Ii'� w..a Nora "•"' — —%eft °e"re=`"',<°Dov -nr mrreerlY a RIm c sterort _5 °r,rorwa v¢ _ i § ENDWEER S § 9 wave ueeu u mwt va N ern x a 9 RutAmna WootlAull q k Valos Mevitlk aj fo�merY or fart ,do ,ao T4k uMR'li 41PRYC5J'/N7(a& �Y Jann A MrEw Shorn Bore ,dN '�ptf Mr of ppW mn dHls t+ .ax +� III . r saq�Y Y 5 §CAmkne 9m VAX F'AaRo. A / § §6ewoon e°14": w"„m`•� •• s,,00� , a sn mr eal. tc Imuxma { ' 11 s, �8 I crux° 110"aIkNmmFaasu Ix vsT}ns re' Qg C Y �p ti .111 111 1 )✓ w "u N`N.r av—" 4B I :ay F— SU RYEYDR$DERT9FICAT(* ISI p�NesE - I W N A la'IB':mwx.p°TxW I.uT nn L w uwN xc akiN¢'cF rrnN a J III �^ r 1 TMmsu 1.Axo AUTIa�a Me.r,¢.000c pi�[..WNOF I •1 TYPICAL PLOT PLAN 9 oa xrs '!iL Ims s AIL AE aouun¢- �� n w IN 80 I W � r ma riAP' MAa6 ax Anus i! I' In $ �2g ,54.6442 acres I Z SMR M [nNvrµayXR 6Oa Y Er�si Nu J I J y o mxs IXwRC 9WW Axtl N oM M c Ikluts uK mF�cr.• F L I� YNR I U E cos ��GF NEFY A Ivae x.s�sao'q'4vu vruz / I ----.m...-------- ---- LAW PLANNING BOARD CERTIFICATION 61xlm�w 1,em MAP OF LAUREL LIi�.IKS h Pge5 pO,ggg�s25B aArzrc y ar At Mattftuck Town of Southold {; "I Suffolk County.Now York' 10 /� /^ aummmrcxAxtearuamaTlowmeu a 1 ——— '^\ \`31910 ft/ / `V 100 129 0] 1 •�����•����� ••• —� — ^------------- ---�----------- Li s3aFFVNt COUNTY OWARTMNT Ol'FEALM gRNCES 0 1 04 2A1 MATCH LINE SEE SPIFFY 5 +" 11 �� ors 1T 2Nt "N"PAM�aY. ao ii9 w is V 1 d �' n 65Q866 sa it \��&°° County Ten Nap mn .-115 ann O3 ut 1T FI rJA L P LA T a R r 1 1 Rl AU `rx x':`/.,��NN mwsY om A : .uae a a ' x' ' II8 eq &Iil ,�d k 4a.54z sa.rtN 7�AS+Q a.s awe wu��wm F."z .'. txt AG so] Y'd .. 7 r oo �w ow Young & Young, Land Surveyors F'^ ll y.y� 400 Ostrander Avenue, Riverhead, New York 1190'1 gg _ R� 631-727-2303, gAt I D Adders N. Young, P.E. 4'L.S. (1808-1884 ss - Io fry ' ,&.w d7.iF. Young,' Land $ur1+•Oop , y 6 ' \ I wEI-Ls reoAD 8EP 07 Thomor C. IFDLPeri, Prafessionad Engineer SaWhold�To�w��n�L '^ � 'l, BRAY NDE IpbT fi BallJd+ d V/ SITE DATA 1 a € € € o TOTAL AREA - 218.4044 ACRES _ S 4 AREA PARCEL SOUTH OF L.I.R.R. 7A56� ACRES, • AREA PARCEL NORTH OF L.LR.R. - =10.7478 ACRES 100 0 50 100 200 `r;'1 ,y�yyrIrlI WELL NCI , - "�Ti1"- M M �i • TOTAL NUMBER OF LOTS � 30 LAUREL TEST HOLE DATA • ZONING USE DISTRICT = 'A-O WELL FIELD & PUMP STATION o o g - • THE APPROVAL OF THIS.MAP GOES NOT CONS -nTVM THE r I VL rvD z o ¢ ® o CO ACCEPTENCE OF HIGHWAYS SHOWN THEREON AS PUBLIC ROAM$ 111$1 THA'2 THi'3 • F, A DECLARATION OF COVENANTS AND RESTRICTION S, HAS BEEN '9d off FILED IN THE SUFFOLK COUNTY CLERKS OFFICE IN d LOAM LOAM LOAM 20' UBER_CP_ d PO Vl 40' 4.0' • THE LOT LINES OF SURQIMS16N MAPS AS FILED CANNOT 9E _ ALTERED WITHDUT'PERMIS ION FROM THE P N G-8 A D 'A D a` LAN IN O R c5 S N LOTS MUST BE SOLD' AS SHOWN,ON THE SUBOIVIS,ION MAP g 'IR C. DVRT I?2R Subdivision - "Section One of Property of George LTuth ill & Others ' U) SAND & SAND a sAND & Suffolk County Map No. 861 '\ c GRAVEL GRAVEL GRAVEL now or formerly m now or formerly Z TIE IN M 1 . , J /"—" _ 10 ENGINEER'S CERTIFICAlI H John V. Zaccaria Homan Realty Inc. O R "� �} �' {" N (q __ _ _ _ --- S1842L40 E L71 es ___— (7 N68 41 20"E 217.59' u $PO$FARLTMSY57EM(S)hFORT.F715'PROPL T WBRE °P "I HERE Ei/OR 1" LI r 2 18.0' 18.0' 18.0' SEWAGE DI UEq} '§E5,1t0NEtl '1 N or formerly — — O TIE IN ' 2 BY ME,OR UNDER MY DIRECTION. BASED.UPON A G'1AREFUk 3n 'ortios-Fotolr } J d' 245.02' 22 THOROUGH STUDY OF THE SOIL,-SITE AND GRpk1N0(WA''TERI _ til ✓otos Mavidis L, now or formerly now or asstsform y F- OO S86-31'2D"W 115.62' CONDITIONS. ALL LOTS, AS P,RQPpS,EO, 'bDNFORA LK LL John A. McEvoy u; o Steven Hassis & y h� - ' Charlene Dean ells "' h (di sfi6'3a'oo"w nB.Ds' -' 660.4E 572'3 Lae IA - - -9- y� In iJ 57T02'S0"W 86.51' SOANDARDSUNTY PN EFFECTARTMENT ORS, OF THIS DATE'sIF " 4'00"E o ,�.Q' C. w { i 283.51' A J I now or formerly � ass..anL axcE --- — Kenneth Den Ston & Norma Denston HOWARD W. YOUNG, N.Y,S. L.S. NO 45883n 1 gy46s THOMAS C. WOLPERT, N.Y.S. P E 'N0. 61483 � �ES510�P i LOCATION MAP - W I t" = Boo. ' M SURWYOR'S CERTIFICATION' ';,' = I , (f� I "I HEREBY CERTIFY THAT ALL LOTS, SHOWN, ON'THIS 11J I I COMPLY WITH THE BUILDING ZONE.ORDI,NAIJOE OF THE To* QF . j SOUTHOLD EXCEPT AS MQOIFIED.PURSLANT TO 'SECTR7N", 78,Op f L--I I THE TOWN LAW AND ARTICLE XVIII OF THE CODE OF THE ITOWB QF soml TYPICAL PLOT PLAN "DIMENSIONAL REOUIREMENT$FOR ALL LOTS SHALL BE',AI ,, 5558 a - W SHOWN'HEREON," ,V F axaaEnn uxc °I HEREBY CERTIFY THAT THIS MAP WAS MADE-FROM ',ACTUAL. 8 —I SURVEYS COMPLETED DE ER4A 100Q AND .AILFAT Al - _ I 3 now or formerly CONCRETE MONUMENTS SHOWN THUS: ■. ACTUALLY IST AND �w�y � 4111 Kathleen Reilly THEIR POSITIONS ARE'CORRECTLY SHOWN AND ALL 01'FNSIONA4 8' `x o r AND GEODETIC DETAILS ARE CORRECT'.' a � ;v now Or formerly now or formed $ HOUSE HOUSE _ �CG�' wj. _ Kenneth Denston & Norma Denston y w Dominick Perini & Winifred Perini 10' RIGHT or wer To PECONIC BAY BOULEVARD AS DESCRIBED IN DEED L11.1B IH srrnc iN 518'25'10"E cP.BSa TANN j� r 935.78' S 1BR5'ID' E 285.46 =--- � — LEACHING C,1 M; -- ---- 1�-POOL I� HOWARD W. YOUNG, N.Y.S. ES: �NO. 45893 1 I n ISACHING 5 n^ B(\y aoGl � LAND ( fo(o\\e\de( /-- - - - w— MAIN _ —ROAD _ - - - - - - - - ti_.....-. \1OW e00B �(05k /'- 1 I 0�f \e /- OWN �� - ! I ReN°°/-'/ IAUREL, LINKS, LTD. „ Eo(medy c/o ,CHARLES CUDDY'ESQ L of sen / RIVERHEgO, NEW YORK 11801 °e9o(y C\se PLANNING BOARD CERTIFICATION >d I �( aD(\e( MAP QF' ' A'O,g. I i THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN APPROVED BY - ' 4O.4j• THE TOWN OF SOUTHOLD PLANNING BOARD. I ;y E I LAU R , I � 'F� � I , )O L=882 58' g_882 - ' --� 40T \7-° DATE OF APPROVAL! BY ; z At .1YlottituCk, TpWn Of "Soytthald� ( O CHAIRPERSON O a O\e OSp5p0\T'O o G Ke1tr SOBJECT TO COVENANTS IIESTRICTIONS LIBER .t/3IZ' Suffolk''�ounty, 'N.eWd York PAGE 4 9000 . ' 'L126 :d�7' -1 L �n> 1 / °s _ /- 1000 . .,12,0 04'1 \�s. _ -/ " .� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 100Q 125 04 21 AUG 1 72001 HAUPPAUOE, N.Y. 1000 3ANNA1,91. sLft. / I _./ ./_ v � � . . � r . . . . . . . ^ . r . . . . . � . . . . . . r . . ,I r � � r . . � . . . � T'• r . . . r � . . . r . . . � DATE County Tax Map DI.trlct 1000 Sealvn,IZ5 61od1 D3tpt � 1: \ ,-yTHk3 \P P I� Q - - 4 ai �✓" T °j „ 2`59 MATCH LINE SEE SI I EET 2 �/ THIS IS TO CERTIFY THAT THE PROPOSED REALTY SUBDIVISION OR 1 4 2 �Q,866 Sq.ft. 1''� I '83' 7- DEVELOPMENT FOR LAURFLIUll IN THE TOWN OF EOt1INQlD WITH A F1 N A� L R r..�^ T�' J, Ncr e(\y 0453.84' <� o \ ,Nc SEje 0D'�Ll I (f1 0 TOTAL W E LOTS WAS APPROVED ON THE ABOVE GATE WATER SUPPLIES r e,pL➢ g3' 0( fO( V(U\\O / ` ' AND SEWAGE DISPOSAL T THE TIME MUST CONFORM TO AN61RUC1SU T 190. 0'N UC° _/- .[� SEPARATES IN EFFECTS THE TIME OF CONSTRUCTION AND ARE SUBJECT SH T° M BEPVAUD PERMITS PURSUANT TO THOSE NSTANDARDS,OR THIS APPROVAL SHALL -r- h'O BED WITH ONLY IF THE REALTY SUBDIVISION ONE OR DEVELOPMENT MAP IS ONLY tix, s FILED WITH ENE COUNTY CLERK or ONE YEAR OF THIS DATE. RSE ENT IS 3S' `?J °' / HEREBY GIVEN FOR THE FILING QF THIS MAP ON WHICH •ORDS ENDORSEMENT a' I y I Ss' B(\`f .APPEARS IN THE OFFICE OF THE COUNTY AND T IN ACCORDANCE THETA g #3 r I To / F l0(m WSW1 eV-\ /-' PROVISIONS OF THE PUBLIC HEALTH LAW AND 111E SUFFOLK COUNTY SANITARY JUNE 6"20p.1 SKS .I I T lk° O'N _ CODE. MAi'� 2001 I r Om i 12 / 280.23' L=141.89' Ro P try R e _U '_/ , al. II /.. / R L_24 28 0 lh0 to F� MAP PREPARED DEC!Ill), sOt1O E 40.542 sq.ft. / %° o /' -- - - - -, w 1 T\ Fn KOlre< /' eT\y �' GG YE CTC /i 4iO N7D A MIND. P.E. 7 . o n n �, / EO7T0 �� DIRECTOR, DIVISION °F ENVIRONMENTAL OUADTY SCALE 1" = 100' A{ (] MMNGMENI SEi 11 MGNVMENI IG... ,A 1T.' SET A= 11.1 F.L. JOB 9 97_Ito SHE T yr # W DWG. 9nn tl°6_fnml-0let .I r 4V Young 4- Young, 'Land. Surveyflrs_ / 400 Ostrander Avenue, Riverhead, New York 11901 YE 631-727-2303 aR ` s to(me(\o Alden W. Young. P.E, & L.S. urvey 1994) I 6 of p\Z Howard o Young, Land Ssshveyor ;w Lp5G a\'- .,N Thamaa C. IloGpert, Prafe••iuuq{, Erngfrnear € G°(fie iYT ° ;'_1,• ;,�! = garA MATCH LINE SEE SHEET I U1 ojI / � TOTAL AREAA = 218.4044 ACRES r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r T r r r r r r r r r r r r r r r r • .$P•jF - AREA PARCEL SOUTH OF I-I.R.R. 100 0 50 100 200 • AREA PARCEL NORTH OF LI.R.R. -210.7478 ACRES 25883. O go(rneu\o /'" GC7 • TOTAL NUMBER OF LOTS 30 ' npW O(GuopJ( / TEST HOLE DATA • ZONING USE DISTRICT = A-C 'Ss F, B(\y • THE APPROVAL OF THIS.MAP GOES NOT CONSTITUTE THE c 6 •r (O(r pW5\` Sµ1 ACCEPTENCE OF HIGHWAYS SHOWN THEREON A8 PUBLIC (TOADS. 4A Rc28p 23' L=141.89' O( °ik iko'N THI/1 7HN2 TH#3 a '2a5 g0.6S O �thor`y°(\(�e _/'' G 0 a' O 0' 0.0' FILED IN THE SUFFOLK COUNTY, CLERKS OFFICE IN' r L R>2 no`N R RJ / Q • A DECLARATION OF COVENANTS AND RESTRICTIONS HAS BEEN OR r 0• '� P \4,0 _/ e(\y LOAM USER_CP_ 1 (� &. ` LOAM LOAM I 1 1 .yl fo( 090 2.D' - i 1 A % o `?86 �Opw°°d F.pe Pgoq\t°/__/�� L 40' 40' • THE LOT LINES OF SUBDIVISION MAPS AS FILED, CANNOT BE a :d ./ r� 1 `t o of (\ ALTERED WITHOUT PERMISSION FROM THE PLANNING BOARD, AND, - II / J 1 129,229 sq.ft. / o ^ Y f\p(e /.-/ LOTS MUST BE SOLD AS SHOWN ON 1NE5UBOM510N MAP. ' 1, 10, 37,232 sq.ft. SAND & SAND & SAND & g (M s GRAVEL GRAVEL GRAVEL A'D}•/� L= 8.8;" ° / \ �. hold eo "/- ENGINEER'S CERTIFICATION > e5 'o, Rpy°th\i " Pg3 /8p'00' •/�/Tyry �� 32 023 5 ft. �'' r p `r &'-/ a<\y _ "I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AN©/6R " a Ts q' `.° �0 6 - fO(m 5Y / 18.0' 16.0' iB 0' SEWAGE DISPOSAL SYSTEM(5) FOR THIS,PROJECT WERE DESIGNEq of (\N°L p 05 BY ME OR UNDER MY DIRECTION. BASED UPON ,A CAREFUL AND ICI o �� c3i 11 rf Oo,W(\\o'On K(I J.'Q\ao /' THOROUGH STUDY OF THE L. S11E AND 'GR6L1NgWATER LL-1 ,n �$ �I ,0 1 Fes,-ihor`y g\o/' CONDITIONS, ALL LOTS, AS ,PROPOSED. CONFORM LK 31 F w COUNTY DEPARTMENT OF HEALTH SERVICE$ C iontilr` cY ! \ d• OrQ/ I STANDARDS IN EFFECT AS OF THIS DATE'. I1__I �+ Co`'. I DO lL! ./ V 1 N F°b�,mc LLJ \I N 219522 sq.ft. _ I I °' N173540 W --- ------------ THOMAS C. WOLPERT' N,YS. P.E. NO. 87483 61483 4 o 1 _—_ _ HOWARD W. YOUNG N.Y.S. L.S. N0. 45893 ,tom _ _ _ _ ERAI Z � _ _ w L J I J S15'04'O6"E C,( = I a a ~I °-_° �EAsENENT80.00' Ni SO4'O6'W�759.37 n N0. ' SURVEYOR'S CERTIFICATION `I 17 ho„`°� °q "I HEREBY CERTIFY THAT ALL LOTS SHOWN ON THIS, PLAT COMPLY WITH THE BUILDING ZONE ORDINANCE OF THE TOWN OF ' / 29,484 sk H.ft. / '� ro o °a SOUTHOLD EXCEPT AS 'MODIFIED PURSUANT TO SECTl'ON .2 8 pF rr 1.55 E R=430.94' T j V THN7 6O�, / roo 9 THE TOWN LAW AND ARTICLE XVIII OF THE CODE OF',THE' 06 27p L�39� 5 �� � � TYPICAL PLOT PLAN � e ' 1055 CURT --R�jg05A L `� f \`\ ,/ v� °5`' \a 9G� DIMENSIONAL REQUIREMENTS FOR ALL LOTS SHALL BE 'AS 56.28' /B 9b 589 v`o, p SHOWN HEREON." �,- L- 8.78' L=139.fi8' N i :' 00 O Opp �, O• oo '��, xxomr.LINE "I HEREBY CERTIFY THAT 1HIS MAP WAS MADE FROM ACTUAL t ` . \ yh SURVEYS COMPLETED DEC9Eh EIR29,R000AHD THAT' XMI N m o �/ w CONCRETE MONUMENTS SHOWN THUS: 10 ACTUALLY�E%IST AND r y 30,885 sq.ft. THIE>� a� AND GEODITIONS ARE CORRECTLY E110 DETAILS ARE CORRECT"WN AND ALL DIMENSIONAL. I I F^ 30,046 s ft.r\ a l \ a d -,, 129,101 s�ft. xsl 4 �\es oV �' p0 s F, h° \.1 a n� \ /' HOUSE HDusEpF NE6y� / `h ry`V� / / 'o. IU rant -_ I I a I - W 5.28' - _ - o - - L=1 2 00• L=19416 p.N��' (�., 9 4 r 0'28'53"E R�60.94 L=3b"j 73 N E 31 �1ti^off _ /' N1EY1' - 5" 5 / /' / I� c IR �I 56 5 .', �— xoa a 55a 4$ �5a n5 9 N20'20'23"W 391.44' / Ii°F e`H § , ) r HOWARD W. YOUN N. S. /- c;� '4'5893 a ,oa N �P.o �0(v LAND 5\5 DO 33 7 00"E / _ W'$ F. 65 F, `I'W _ _ _ _wen:x unix _ _ _ _ _ _ _ _ _ _ _ _ .- I �4 \\8' 5370.8 - - 0, q'), 5° i ROAD - ?] 'OWNER' LAUREL ONKS,I LID. P o / c/o CHARLES CUDDY:: E50 I R D. YK RIVERHEAO, NEWEW YORK 111 901 : _ �a PLANNING BOARD CERTIFICATION ( 1;! , \ I R fi2�50• L, , S / L� SC�p£4 MAP OF ., C X6.6 �-(�PNC O O \ THIS IS TO CERTIFY THAT THIS SUBDIVISION PUT HAS BEEN ROVED BY Mrrl ' l 50' \ \ 0 / / - 07 d ,., . THE TOWN OF SOUTHOLD PLANNING BOARD. IR 37 °�s \ LAUREL LINKS ` CHAIRPERSON At Mottltuck, Town of Southold, DATE OF APPROVALI B a — Suffolk Count New York 2 2 . / r/, \ J SUBJECT TO COVENANTSd RESTRICTIONS LIBER .Z/g )'" I :• OPEN SPACE PARCEL B 14 11 r r PAGE 3 20.0913 acres 1000 12607 1 Ile '04 24 ,1 � yTo FFOLKCOUNTY DEPARTMENT OF 651802s2o•O \= 1000 125 04 21 � , N.Y..= o1012503 15J r r r r r r r r r r rDATE AUG 17 2001 County Tax Map °aHa 1000 sno" 125 amps 03 At 1T%g�9b , W , N1ana4 MATCH LINE SESHEET 3 N1944'zo"w 5 7• DEVELOPMENT FOR LAUREL LINKS IN THE TOWN OF SOUTHOLD NTH A Vt N �LI= LMATCH LINE SEE SHEET 4 = THIS IS TO CERTIFY THAT THE PROPOSED REALTY SUBOINISION OR I0T TOTAL OF 30 LOTS WAS APPROVED ON THE ABOVE DATE WATER SUPPLIES /�.� N12'30' _� `V ti^ 2 �i ���...ppp AND SEWAGE DISPOSAL FACILITES MUST CONFORM TO CONSTRUCTION R,7 \ 00"W ry,h / 2� /- S STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND ARE SUBJECT T0, - 1 J 92' �� PRINCIPLE BUILDING •c �9. ( SEPARATE PERMITS PURSUANT TO THOSE STANDARDS THIS APPROVAL SHALL �53 N12'30'00"--5 EMERGENCY qC SS 535.fi5' R�37.50' L35.54, „� a� ENKLOPE FON \ OA, a BE VALID ONLY IF THE REALTY SUBDIVISION OR DEVELOPMENT MAP IS DULY - y CE EA 5$, / p UP RINDENTANiS RESID N y K'F FILED WITH THE COUNTY CLERK WITHIN ONE YEAR OF THIS DATE. CONSENT IS SEMENT R 1;k66 = �\\e �T// °�, �p \S HEREBY GIVEN FOR THE FILING OF THIS MAP ON VRaCH THIS ENDORSEMENT : R�92 50 L=295.56 \ a" o ,e APPEARS IN THE OFFICE OF THE COUNTY CLERK IN ACCORDANCE WITH E Nr 535.65' �� R�12.50' L�32p 38' \ L,2 / ` / ,p (�R" PROVISIONS OF THE PUSUC HEALTH LAW AND THE SUFFOLK COUNTY SANITARY, JUNE SI 2D07 6 - �_ � / k R�17.50'L-303.H4` 1` /8$ �/ O° `,C2 % CaOE. /1 MAR. B 2Q01 9R ., k7A5 GoI;: MAP PREPARED DEC11 B, BQtlQ A MINE(. P;B. ��AiiiyyA S M = MONUMENT NEr ■ - MONUMENT FOUND A - STAnE ser ♦= SrN E FOUND 2 DIRECTOR. DIVISION OF ENVIRONMENTAL QUALITY SCALE 1" ='100' �. JOB ND., 97-717 SHEET - - OWG, 9771Y_ttvs_V1101 lar IN* z I IE' r , I F � ,� Young & Young, Land 82lve, yvrs," ,g Tt oyryaB E NGS f o' / / 400 Ostrander Avenue.IRiSierhead, New 'York 118131 �^T, ,p`O �8�93 \� D31-T27-23D3 "''F hA.yry 0 N20'20'23"W 391.44' b zw / Aiden. N. Young, P.R. dt i.s. (Igo$-1994) x , AB. / i cltry�'D / Howard W. Young, Land 5uroayai . 3,1„,N, 33.7T _ _ ,T9 E 30 Tho C. tlatPert, Prof.amonal Rniginter 3: Lr., N5 5.52746D B p0 532'4'00"E / / I -11i � 550 5 o�i (� SITE , DATA tib I _ TOTAL AREA 218.4044 ACRES rrF�N�J 1 O / \ • AREA PARCEL SOUTH OF LLR.R. = 217.8566 ACRES �"/S Ir) / /„ , `, 100 0 50 100 —2 0 • AREA PARCEL NORTH OF L.I.R.R, ' = 0,7478 ACRES ! ,I 1 a <� o o • TOTAL NUMBER OF LOTS - wE \ TEST HOLE DATA 3O o ° \ • ZONING USE DISTRICT = A-C :ib �PX� `\ • THE APPROVAL OF THIS MAP DOES NOT CONSTITUTE THE ,H#1 THK2 TH,y3 ACCEPTENCE OF HIGHWAYS SHOWN THEREON A$ PUBLIC ROADS T \ / / OPEN SPACE PARCEL B j �, �"o, • A DECLARATION OF COVENANTS.ANDAESTRICTONS HAS BE'ENLt; - is 0 0 \/ /�Il J�atA v� D D' D.D' a.D' FILED IN THE SUFFOLK COUNTY CLERKS OFFICE IN s, 20.0913 acres T? q7• / �,1�1q>tL� LT<'�O, LOAM LOAM LOAM 20 LIBER_CP— � � R� MATCH LINE SEE SHEET 2 q6 518'°4'40"E 506. y a 4 �o Q,4\6�B S18-0440"E 2828.31 6 1j 4p"E S20'00'20"E o 40' a.D' • THE LOT LINES OF SUBDIVISION. MAPS AS FILED, CANNOT QE �x • 1" • �R; �• o. �\ 4 . rT r10� fDow' � � . . . . � . . . . � ALTERED WITHOUT PERMISSION FROM•THE'PLANNING''BQARD AND 9a' „3 \a 96 oN18'04'40'W "�• L075 MUST BE SOLO AS SHOWN ON THE SUBDIVISION MAP 61 v l��19 b�� �ih�'I'ry� /�_ N19'44'20"W 265.74' 16'�p SAND & SAND & SAND & � g :��' �\ 60.4vGRAVEL GRAVEL GRAVELa s � _ N1z3o'o0"w 2m� Nry rv^ �� / PRINCIPLE BUILDING s� oh ENGINEER'S CERTIFICATION °r �53' 25 RGENC 535.65' X735, c ENVELOPE FOR \ O eT\� e ' 0'00 W CESS EgSEM R�37 50 L BB, / m SUPERINDENTANTS RESIDENCE > iT(` �b `I HEREBY CERTIFY THAT THE WATER SUPPLY(5) ANO OR - NT2'7 " EME YAC 54' `' "" A 1B.D' ENT _149 BB 2 p0+ o / L g R=E92.50 L�195.56• — — _ R_ZA 4. � ,\s qq / ,jc \ \S. 16.0' tB.D' SEWAGE DISPOSAL SYSTEM(5}FOR THI6.RR6JECT WERE DInSf�NEO I S TGti 535.65' `_ _.� R�12.50' L�j2y 36• L� �'�" ei� 0t e n- BY ME OR UNDER MY DIRECTION, BASEDUPONA CAREFUL A ID Rei 7.50'—L=730-3 84' ` / \\ O-Y d" I �,� -- L z5 k5B v co o'`'ce / eFe( e / THOROUGH STUDY OF THE SOIL, SITEANDGROUNDWATF,R y' 1 R=TT C,j oR k° Sore j COUNTY DDEPARTMENT-6F HEALTCONDITIONS, ALL -OtS� AS H S RViCESFDf(M IJ( STANDARDS IN EFFECT AS OF THIS DATE". LU LU 0�a� IL) I pG°40 /" t<`eo.EF` HOWARD W. YOUNG N.Y.S: L5 No. 45 o tn, LLJ /'' °` yo 4 o j. �j THOMAS G. WOLPERT, N:Y.S. P E NO.. Y1483 `0 .. 614$tONP� •", s Nz LU I °�<e° .Ke �o ao Q 0A +0 ,'/ � SURVEYOR'S CERTIRCAT10N , = I Q,c:`�oio j' �.e\\\� � `I HEREBY CERTIFY THAT,ALL LOTSSHOWNOIY '[F#IS.PLAT i of - I'd, C3 c COMPLY WITH THE BUILDING ZONE ORDINANCE OF THE TOWN OF', 0 / oA \. \,0 SOUTHOLD EXCEPT AS MODIFIED PURSUANT TO SECTION 278 Of Q I °.d ° 5J\\ THE TOWN LAW AND, ARTICLE XV11I OF THE CODE OF THE..TONgIQF r o<\�tir1 TYPICAL PLOT PLAN somom* �e ISOe of DIMENSIONAL ,REQUIREMENTS FOR ALL LATS SHALL, BE A5 , 0\p !n0 /\O/¢�G 0 aHOPwTr Lwr: SHOWN HEREON," rp "r �• ,TT \o 'cF o\ "I HEREBY CERTIFY THAT THIS MAP WAS MADE FROM ACTUAL d c otit 'oc Qec \o SURVEY$ COMPLETED OBoE11AOat A1000 AND THAT"ALL” , . �� \p° CONCRETE MONUMENTS SI'(OWN THUS e ■ '" ACTUALLV,FXISt ANA y" THEIR POSITIONS ARE CORRECTLY SHOWN AND ACL' DIMENSIONAL EocE or uww yeQ Oe0 AND GEODETIC DETAILS ARE CORRECT.` ncocE El 0.00.Encs a uwx cote v uvm v pp 0.00. �\ g HOUSE HOUSE N19'44'20"W 265 3T 2813.61' ¢- Q• W: y I ~ P "19'44'20"W 299.44' DELMAR DRIVE _ Lot 46 Lot 47 : Lot 53 sEPnc IH * p� Lot 48 Lot 49 Lot 52 TASK 2 ?S L 40 Lot 41 LOt 42 Lot 43 t - Lot 44 I LoY 45 = Lot 50 I Lot 51 I I I �, a ', EASE!" I� LT A/.w,_,.-J 1 ,A %~Iw ��) I; HOWARD W. YOUNG, N.Y.S. LS. NO. 46893', W Subdivision "Laurel Coin rel Countr} Estates" I Lot 5 Lot a Lot 3 -; �ncxwo LA V) F N y Map No. 54846 POOL . II I I i o I I - - - - - - - - - - - - - - - - - - - wATEw A. ROAD ~ "''' OWNER , DELMAR DRIVE I LAUREL LINKS, EM, c/o CHARLES CUDDY, ESO. P. O-:BOX 1547 �XFB r .= RIVERHEAD, NEW YORK 11901 MN, � u PLANNING BOARD CERTIFICATION �! THIS IS TO CERTIFY THAT ITIS SUBDIVISION PLAT HAS BEEN APPROVED BY MAP OFf THE TOWN OF SOUTHOLD PLANNING BOARD. �a LAUREL LININS I� �x DgTE OF APPROVALI BY CH ERSaN At Mattituck; Town of Southold Suffolk County, New York SUiJEOTTOCAVENANTS&RESTRICTIONS PIB� Ie1/'5 I ;, b 1000 126 07. T SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1000 125 04 � 24.i , J, . '"' - HAUPPAUGE, N.Y. 1000 125 04 ' 21 " ' 1000 DATE AUG 17 2001 County Tax' Map pl.tate 1000 s.Ltlo",125 el.aL0S 't t 125 17 , 1 THIS IS TO CERTIFY THAT THE PROPOSED REALTY SUBDIVISION OR DEVELOPMENT FOR LAURELUNNS IN THE TOWN OF SOUTNOLD WITH A F-1 N A L_ F= L_A "1" ' . TOTAL OF 30 LOTS WAS APPROVED ON THE ABOVE DATE. WATER SUPPLIES AND SEWAGE DISPOSAL FACILITES MUST 06NFORM TO CONSTRUCTION STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND ARE SUBJECT TO SEPARATE PERMITS PURSUANT TO THOSE STANDARDS THIS APPROVAL SHALL BE VAUD ONLY IF THE REALTY SUBDIVISION OR DEVELOPMENT MAP IS DULY Iy FILED VA711 THE COUNTY CLERK 'WITHIN ONE YEAR OF THIS DATE. CONSENT IS HEREBY GIVEN FOR THE FUND OF THIS MAP ON WHICH THIS ENDORSEMENT ° s APPEARS IN THE OFFICE OF THE COUNTY CLERK IN ACCORDANCE WITH _ Iy' PROVISIONS OF THE PUBUC HEALTH LAW AND THE SUFFOLK COUNTY SANITARY UDNE ¢ 20p1 aEari71 1 CODE. �A19. g T ��� //�•�..• AR. 13, 2Q01 A MAP PREPARED DF,G. 19 2096 - � a OC O = uoxuuwT SET ■ = MONUMENT round VITO A. MINEI, P.E.PAw{ A . STAKE SET ♦= STAKE round DIRECTOR; DIVISION OF ENVIRONMENTAL DUALITY JOB NO. 97-717 SHEET SCALE 7" = 100' DWG: 9n17_TtP6_RnaI4Wt I . _ - y5.00R=-352.68 s _ �i� .\ I �• yp_ 8 2S1.7J• —_ / 30 A. v" I O� Z C g-q / 36 ��.\\ , yn I 4/ Young & Young, Land Suroeyor', ° € n I 28 / J�� (yj1.00' ` �^�`r'�°��SF \ �/ y I A5�5 p0 3, 400 Ostrander Avenue, Riverhead New York 11901 ,n N `Q' ,.)a, L=130.16• z 532' 631-727-2303 Do n 31,298 sq.``t. I PS o m �,' \ ��\ i Ery. B C? o. l 2 3 O I g, ( o \ O Alden N. Young, P.E. & L.S. 1908-1994 c m 1� Howard W. Young, Land Surveyor aq , 25 I q 1 30,961 sq.ft. \ OP, e p (/30,92 5q.f{. 3 I 24 11 m 1\ 31965 I R6 ThOoTA— C. Notpert, Profeeai.onat Engineer 1 E# \FysO(=2717.0* 11 sty x n 28,666 sq. a 11 / \O� O•i 12 BO ` i FF �C `.. { _ SITE DATA 5�. U' 46 \ L131 b�• � ti � n 1 0 ,� � p5'I 2 \ O6. I R�62. 0 41'� p II o \,,aq � - - —J `0305 R2 �zs6' _ �� _L ` 16'� y\ TOTAL AREA = 218.4044 ACRES .. \ 31,314 sq.ft. I I� 26 \ v8 L=8 99' L=188.35' 582.68 2.5p R=337.50 \ ti� • ,.qx +/r /f \ OJ q oo. R L=263.68' �TSp o AREA PARCEL SOUTH OF LI.R.R. = 217.6566 ACRES" CRES P\\ L I 3 25 f,31,298 5q.ft. ) � I =6� / 100 0 50 100 200 • AREA PARCEL NORTH OF L.LR.R. = 0.7478 ACRES /r��•%;.I ---—__—__—__ /qY S' Im 22 !_ _ • TOTAL NUMBER OF LOTS = 30 % \ n _ I �s. TEST HOLE DATA • ZONING USE DISTRICT = A-C now OP formerly x files, N - L,256�� ti3�F \ % Jeanette C. Hommel MATCH LINE SEE SHEET 5 • THE APPROVAL OF THIS MAP DOES NOT CONSTITUTE THEit : �\� '� . �T• •� ,� .� �, 1G'F. . . . . . . . . . . r_ . � . . . . . .r . . . . . . � . . . . � . . . . w. . . . . . .� �O )� � � � � ACCEPTENCE OF HIGHWAYS SHOWN THEREON AS PUBLIC ROADS. \ 535 y, TH$1 THg2 THg3 �y �O17 ,� 0 0' 0 0 • A DECLARATION OF COVENANTS AND RESTRICTIONS HAS BEEN �B -A R` 13 5 3 LOAM O o FILED IN THE SUFFOLK COUNTY CLERKS OFFICE IN �y 6 \\ 49• LOAM LOAM 2 0' UI3FR_CP gra R \\ �i1 — 40' 40' • THE LOT LINES OF SUBDIVISION MAPS AS FILED, CANNOT BE $tt� mail � ALTERED WITHOUT PERMISSION FROM THE PLANNING BOARD, AND $i§g LOTS MUST BE SOLD AS SHOWN ON THE SUBDIVISION MAP. 96 x I UR SAND & F SAND & SAND � GRAVEL GRAVEL GRAVEL R , \x I m ENGINEER'S CERTIFICATION 110 'I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR 6 • \� I W Ir 18,0' 18,0' 18 0' :9111�Eg ' SEWAGE DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNED J I W BY ME OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND m = THOROUGH STUDY OF THE SOIL, SITE AND GROUNDWATER '�� CONDITIONS, ALL LOTS, AS PROPOSED, CONFORM OLK W SER STANDARDSPN EFFECT(n COUNTY DEARTMENTOASHTH OFLTHI DATEES CO`PyC W y LU HOWARD fO YOUNG, N.Y.S. L.S. N0. 45893n yJT Y\ 614 THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61483 83 o �`ESSIONP� U \\ I Q SURVEYOR'S CERTIFICATION x I "I HEREBY CERTIFY THAT ALL LOTS SHOWN ON THIS PLAT K COMPLY WITH THE BUILDING ZONE ORDINANCE OF THE TOWN OF J SOUTHOLD EXCEPT AS MODIFIED PURSUANT TO SECTION 278 OF ID. I x \ ncoLE _ 'V 10"W 333.78 I ❑ N HE°cc, I THE TOWN LAW AND ARTICLE XVIII OF THE CODE OF THE TOWN OF N18-20.10"W TYPICAL PLOT PLAN S0�O1D�" ��pp DIMENSIONAL REQUIREMENTS FOR ALL LOTS SHALL BE AS Lot 30 R OWN HEREON.' ' X N2857 Lot 32 Lot 33 "I HEREBY CERTIFY THAT THIS MAP WAS MADE FROM ACTUAL �3} i Lot 31 I SH iLot 34 Lot 35 Lot 36 I PROPEHn urve Lot 37 SURVEYS COMPLETED DECEMBERI9, N I 2000 AND THAT ALL Lot 38 Lot 39 I I CONCRETE MONUMENTS SHOWN THUS: ■ ACTUALLY EXIST AND y� Subdivision 1LauFe CountrylEstOfes I THEIR POSITIONS ARE CORRECTLY SHOWN AND ALL DIMENSIONALIe Suffolk� Caunty Mop No, $4846 Q I I Lot 40 i I Lot at i 0 AND GEODETIC DETAILS ARE CORRECT." I I HOUSE HOUSE Op NEby DELMAR DRIVE I I I W �P��"' (tr'j° y1 " STANK EPPL �q ,tI�.,I T� Jf , FHNRE / ' I ��.. •\LEACHING � r i _ 9 HOWARD W. YOUNG, N.Y.S, L.S. N4 458 ( W LEACONC 1 4SB.a'� ,q a —.9,AIN — ROAD _ _ _ _ _ _ _ _ _ LANOS OWNER LAUREL LINKS, LTD. c/o CHARLES CUDDY, ESQ. hil P. o. BOX 1547 RIVERHEAD, NEW YORK 11901 IT, PLANNING BOARD CERTIFICATION ' R€ THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN APPROVED BY MAP OF ' Pis I THE TOWN OF SOUTHOLD PLANNING BOARD. L A U R E L LINKS ' 191I GATE OF APPROVAL 0Y n cHAIRPERsoN At Mattituck, Town of Southold Suffolk County, New York !1 q TO COVENANTS R RESTRICTIONS LIBER 1000 126 07 1 SUFFOLK COUNTY DEPARI OF HEALTH SERVICES 1000 125 04 24.1 HAUPPAUGE, N.Y. 1000 125 04 21 AUG 11000 125 03 15 DATE — County Tax Map m-mut 1000 s-uDD 125 Block 03 got 17 THIS IS TO CERTIFY THAT THE PROP DEVELOPMENT FOR LAUREL LINKS W THE TOWN OF SOUTHOLD ED REALTY SUBDIVISION OR WITH A F'I N A L P,L A T a TOTAL OF 30 LOTS WAS APPROVED ON THE ABOVE DATE. WATER SUPPLIES AND SEWAGE DISPOSAL FACILITIES MUST CONFORM TO CONSTRUCTION STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND ARE SUBJECT TO SEPARATE PERMITS PURSUANT TO THOSE STANDARDS, THIS APPROVAL SHALL 1 BE VAUD ONLY IF THE REALTY SUBDIVISION OR DEVELOPMENT MAP IS DULY FILED WITH THE COUNTY CLERK WITHIN ONE YEAR OF THIS DATE. CONSENT IS HEREBY GIVEN FOR TEE FILING OF THIS MAP ON WHICH THIS ENDORSEMENT APPEARS IN THE OFFICE OF TEE COUNTY CLERK IN ACCORDANCE WITH PROVISIONS OF THE PUBLIC HEALTH IAW AND THE SUFFOLK COUNTY SANITARY JUNE 6, 2001 SISBS coDE. �Y MAR. B. 2001 6y MAP PREPARED DEC. 19, 2000 zI$ p = unxouExr sET ■ = unnuReNr rouxo p = STAVE xi •= sureE vouxo !/ VITO A. MINA, P.E. DIRECTOR, DI '�u"": - VISION OF ENVIRONMENTAL DUALITY SCALE 1" = 100' Rb' JOB NO. 97-717 SHEET 4 3 $ DWG. 97717_1to6-final-plat �'!' LJ L=39.23' Ler � �o \ q 9 i 4/ Young & Young, Land Surveyors £ Z o w 00 -17 4.. \\ fir? \g,9 400 Ostrander Avenue, Riverhead, New York ,11901 n Rte\ SO Np3, I 631-727-2303 K Alden W. Young, P.B. & L.S. (1908-1994), Howard W. Young, Land Sureegor3 C !\ ra ay L�82.58' I Thom. C. Wolpert, Professional EngineerBARN TO `uDC x—xk REMOVER DE a?ad\ `Tm. 4165 p0�L68.45' (;,0. C '.;;"„ 0, SITE DATA Y 'r0. a N ./ <N, TOTAL AREA = 218.4044 ACRES o \ MATCH LINE SEE SHEET 6 J• • AREA PARCEL SOUTH OF L.I.R.R. = 217.6566'ACRES T /�F"i'• , C . . . . . . . . . . _ _ _ _ _ _ _ _ ^ 31 910 5 ft. / \ 100 0 50 100 200 AREA PARCEL NORTH OF L.LR.R. Ai N 'e a / • = 0,7478 ACRES �• % •� i �, y 1`/vy , 9 \' $ „e6.11' 2 30,.866 sq.ft. �Nao I SB'83 • TOTAL NUMBER OF LOTS 30 �yF53.8¢• (�? •/T\ oUltolN�sN�Pc9 83•x°0`-`'�• I TEST HOLE DATA • ZONING USE DISTRICT = A-C I m1 I 30,523 sq.f fro p>Yj �'• 1 r^1 I / N •a' \ d. N33.56.13"W -\C�gx I • g n 1 ___ \ - THE APPROVAL OF THIS MAP DOES NOT CONSTITUTE THE 4 W x 1 RG L 8 �X \ \S`j9�`7S• ACE TENC IGH SHOWN EON S N2397'46"W 180.00' 1 r� i PUBLIC S, ^ � THAI TH TH C P E OF HIGHWAYS H WN THER A P B C ROAD SS� ;O� x--- I 1 3 _ f I tO I yA0 I C,O' 00' 0.0' • A DECLARATION OF COVENANTS AND RESTRICTIONS HAS BEEN N ♦ x x 1➢ -- -� ./ / A=280. FILED IN THE SUFFOLK COUNTY CLERKS OFFICE IN � "".I • i '� x�x 1 Cn h j _- �� / 2 / , 23' L=1 10 LOAM LOAM LOAM 2 0 LIBER—CP- 40,542 sq.ft. //dc� 0 r------- 4.0' 4.0' • THE LOT LINES OF SUBDIVISION MAPS AS FILED, CANNOT BE I`gjLN"e€¢ 30,907 sq.}�\ ,I '0,,°ory // l/,na / ALTERED WITHOUT PERMISSION FROM THE PLANNING BOARD, AND Ir \ \ A / 11 \ ] I A, -_- / LOTS MUST BE SOLD AS SHOWN ON THE SUBDIVISION MAA. `-- °°01 13AND Me 111➢ PC/@\, N28'43'38"W 191.17 .m N30'36'28"W 2 N�/ GRAVEL GRAVEL GRAVEL JAse, ^ 37,232 sq.ft. o, r m oogP/ ------ 1 y ml z 2 < ENGINEER'S CERTIFICATION@@ , 1 o'.� o d �}p 9 om- • \ 7 I NOj• // "I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/QR \ a a g>• �� 18.0' 18,0' 100' A' -+\ 0 SEWAGE DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNED ,ry } o '-I \ 28,325 5 ft\ 1 o-aa 18p BY ME OR UNDER MY DIRECTION. BASED UPON A CAR 19 ;� Nrall 0'- 1 q \ ,ao\ a 00• EFUL.AND N THOROUGH STUDY,OF THE SOIL, SITE AND GROUNDWATER , '6 2 NN £ a I s a+ \ 180 0° m1 p I w CONDITIONS, ALL LOTS, AS PROPOSED, CONFORM OLK COUNTY DEPARTMENT OF HEALTH SERVICES C 1�f �. )p a , STANDARDS IN EFFECT AS OF THIS DATE'. •(� Y Via. \.�h240W h C. lyn 18'19'30" ,° NTB'42'00"W z � o. NqO. "m ,\ ?/ \; � I W \\ 9.Ofi' )2 9.23' IL 164,'4 W 1 L (_'� _ h0, \Z I ( 1 (J Y� \\ �' 18.41.44" W I W 29,572 sq.ft.\ o \ N 3273.20 WHOWARD W. YOUNG, N.Y.S. LS. NO. 45893 = 4 p THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61483 67483 �� ytgnGK \ a OPEN SPACE `y e 1m1N — BD oo I W FESS w �\ N 352�i w N33.1647"W I N z IONP� 1 N? PARCEL C NN o\, - I SURVEYOR'S CERTIFICATION 1"'a 32,572 sq.ft. NU, ` NN '\\ I I I = 0.7478 acres "1 HEREBY CERTIFY THAT ALL LOTS SHOWN ON THIS PLAT a 10 IN a\\ 16"W 2 OPEN SPACE o a I COMPLY V117H THE BUILDING ZONE ORDINANCE OF THE 70NM OF 9.07' 128,791 sq.ftT H I y 518'13'10"E \ N \8A.16 m o PARCEL L A !,1 I n I y,. I Q SOUTHOLD EXCEPT AS MODIFIED PURSUANT TO SECTION 278 OF N x \ N I �Oj THE TOWN LAW AND ARTICLE XVIII OF THE CODE OF THE TOWNOF I now or formerly ,�, 39'6 ➢i//1 >.�• 15.4701 Acres N S7p 2853 SOUINOLD" gg $N N38 \ E TYPICAL PLOT PLAN 3 Frank E.J Carlin o, °j263 ./ lis o. wuF,p MArN 2t/pe "DIMENSIONAL REQUIREMENTS FOR ALL LOTS SHALL BE AS " V C f M1 ' S4• _ I �� . L & W.F Corlin —x� m s� ti �� c 4r h v ,\ r' e o—•—,LA_U 5 ■ X f'ON \ ' \ s 9 ti / 1g0 pp. ! '� 15 W RE R=430.94' SHOWN HEREON." Of L-X W $, \ Jj, }3�w // / 4.27 21055- OURT PROPotn uxe "I HEREBY CERTIFY THAT THIS MAP WAS MADE FROM ACTUAL �' /\�+ ��• 402 sq.ft . / \' \' / ) / 56.28• SURVEYS COMPLETED DECEMBER IS,2000 AND THAT ALL , \ \ A ro L8.78' L=53 CONCRETE MONUMENTS SHOWN THUS: ■ ACTUALLY EXIST' AND 'L,(O y�ry$°6 \<^ a //�o. (q0 R-1"Iy 66 ,� C `t / / m /------ o li �e 9 �� 9 97 \ / / ^i / -C o m THEIR POSITIONS ARE CORRECTLY SHOWN AND ALL DIMENSIONAL P5 $. L=1 O5. ______ oO �\ Cai \ /3• / �T o \ �R'• \ q / % v / 2 I I 1-� u r-- AND GEODETIC DETAILS ARE, CORRECT." Z � //, 2 / 34,225 sq.ft. i n I 201 ^�' HOUSE HOUSE ��pFNEL1eY .1p Q h ' 219 w� 6 3 4H , 4 30,C N �r 0,p r M M , 2 \ Y>. I 29,101 s ft. �s' •� P'" / \ ,29,949 sq.ft. I `� IN N tP O / 3sq.ft. ro N'oo} �\ I 129,015 rnxx Q .\a ryw' o. , \ .J m � I 9 O ` —i — — \ lAcH o-W 2 v < ./• \ _ N I /\ ,b'6 y\� 00 // �\ BgOp,v 9.80' SB o IE •,ancnwc / nNNOs\\ . // OVj ty./ \A\ 4 (223 J p u— — t! �{\' �' Idi / \\ �.�O 00' Si '28' L=1 2.00' �)-� -li t) Puar I9 b 4� -� 7g• / g j7 4k ••T9' ^ 4,F 66 // 22 b5 °7853"E t- `- HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 \ '{,I 4 3 0 _ 6 D ,-\ °¢• �✓ •.^ �pj m 41 1• ) o; R�60.94• �'3 IEPox (�` 589 L=2j 6-109°51 // F''p9 c/ 30,659 sq.ft. / q, Pon ,Y1p sO>0. % /-V ��Sti To'.\\- R=352.68 L- // / 30 J+v 2F,j\\ // p,� I - _ _ _ _ _ _ I—ROAD \\ / I WARfl NAIH 28 ) / lj� [, -- — ss. OWNER ^ vi I I Q- 111.00 L=130.16' /' \ 0.�o aP hY` z /' \ '$. " 6 LAUREL LINKS, LTD. p N 31,298 sq.�t. m pl V y�9� /'�_ o o Com/ 23 \\ / �o\�/ . Wry I - c/o CHARLES CUDDY, ESO. 3� I I J �1 =" •.^ // �-� '---�1 0^' os• RIVERHEAD, NEW YORK 11901P A ZJ` o, 1 30,967 sq.ft. os• I PLANNING BOARD CERTIFICATION .', ''' GARAGE sY 1\ //�/' 0� $\ (/30,973 sq.ft. 24 1 m II > •P\ov 3 5 GARAGE FRAME \B ( \ <� d M 28,666 S fill \06 MAP OEs'', _ FRAME BLOC `j / {W �P X7,0 S? \ / THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN PRO BY eausE y �•5 �-\ Sp• 1 x I n I q' w 1 / i �s� U\ q6\ \ Lam\ b�, \ 1 0 1 �i o Sp, 11066° R,�362. Io[. ! 50' THE TOWN OF SOUTHOLD PLANNING BOARD. LAUREL L I N K SI'- / !'r I 1 �o v 2p5� \'r.\ I [[[ L RARw FRAME \\ / �, m r' \ / \° L=188.35' V�0 R's2, R=337, g R - - \ 31,314 sq.ft. 1u 20 \ 80 409 R�a02.68' 2.SO' �• /� 50' \ DATE OF APPROVAL BY y \ .>a• Ruro,DO 263.68 $ CHAIR ERSON At Mattituck, Town of Southold 1 3 z51P1,298 sq.ft. � p I $UBIECT TO COVENANTS a RESTRICTIONS LIBER B Suffolk County, New York ' 2 0 1 J(—X—X—X—� k � w li i��s. g53,t7 now or formerly \ \ pO Aa• im I PARE 3 Ruth D. Young x ` now or formerly x s'B S' J `-- -`'1565L \% Jeanette C. Hommel u` I HAUPPAUGE, N.Y. 1000 1000 125 04 21 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1000 125 04 21 x \ A I DATE Aub 17200,1 1000 125 03 15 County Tax Map Rlst,Et 1000 s.nmR 125 91-k 03 Lt 17 \ ^ . . . . THIS IS TO CERTIFY THAT THE PROPOSED REALTY SUBDIVISION OR F I fV A L_ P X x 535 DEVELOPMENT FOR LAUREL LIMB,IN THE TOWN OF SOUINOLO WITH A L A T TOTAL OF 00 LOTS WAS APPROVED ON THE ABOVE DATE, WATER SUPPLIES \ \ X\ MATCH LINE SEE SHEET 4 AND SEWAGE DISPOSAL FACIUTES MUST CONFORM TO CONSTRUCTION STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND ARE SUBJECT TO SEPARATE PERMITS PURSUANT TO THOSE STANDARDS, THIS APPROVAL SHAD, BE VALID ONLY IF THE REALTY,SUBDIVISION OR DEVELOPMENT MAP IS DULY \ FILED WITH THE COUNTY CLERK WITHIN ONE YEAR OF THIS DATE. CONSENT Is - HEREBY GIVEN FOR THE RUNG OF THIS MAP ON WHICH THIS ENDORSEMENT X APPEARS IN THE OFFICE OF THE COUNTY CLERK IN ACCORDANCE WITH PROVISIONS OF THE PUBLIC HEALTH LAW AND THE SUFFOLK COUNTY SANITARY JUNE CODE. 6, 2001 d \ /1 MAR, 6, 2001 � �•id 4 MAP PREPARED DEC. 19, 2000 , \ !/i-DIRECTECTOOR, DIVISION OF ENVIRONMENTAL QUALITY SCALE 1" = 100' r^ L O- Naxuucxr scr A - uenux¢rvr mono A= suxe sr1 ♦_ srnxE muxoVITO JOB N0. 97-717 SHEET,� DWG. 97717_ito6_flnol_plat - 4o" �eN�7<.;�"yl��cl, ri - _ - -h'07.AU9 Ste' YOU'dl.�l �i, dob 0apr'v4yder dven4y,;�Avosheecr4Ivet17 YerYT;li 31F►t , 2N �Sf 1 • dcden-d Ym.tnlg p,¢ a• t s Y1aa6r7Ai. 4. - $ewarC r YounaA Land ,SIF'P++ryIDM - `a , T,hoaguA C 1MoGpert. IA`°r4edio2ut{ dTi$[+Wef``: - x 'r • e ;n �fiP It 67 SI7L DATA TOl'AL AREA * 2784044, ACRES. Ud��pxr� + 1 7 +M1M ' •. AREA PARHFJ.'SCU1N2}MI4588; I¢RES�t;� jr *fTM 100 0 5D 100' 200 • AREA PAOCEL 'NDRTH OP.L.Ik'A '= Q"Y47¢,ACRFAS 'I it1 4 �l�j$4 lillp •-.TOTAL NUMBER OF 1-01, TEST HOLE DATA ; . ZONING USE'DISTRICT 1 :THE APPROVAL OF 'THIG MAP-DOES NDT'CONS7TYU'fE 'e q AC'CFP ENOF 6F'.HIWWAY8 SHOWN YHEREDN AS NUSUI&C A:6 THN1 TH42 7N/an,, 11 ' „ el A gEOLARA1fCN OF COVENANTS AN I�R6*10TIgNS, 0.0, Do' 0,0' i FILED IN THE SUFPOLK COUNTY.CLERKS OFFICE IN, LOAM 40 Subdivision — "Section One of Property Of George I.Tuthill & Others" ` LOAM LOAM40 .0 - 12 ` 6_111- X/ x x—x x x-� Suffolk County MOINo. 861 Subdivision — 'Section One o �'�'THE LOT L1NE5 OF ,SUGDPVI$IOf� MAPS A$�FIky72, OAMNO+f B$ �: ' d-- Hx Suffolk Cour Ti;REq VAItlsTOP$iSISSIQ'F$OM TMEPL=ANNING'btl7lfLAN4 �N w� oN rH� 9weDtII'MO MAIP formerly rtI , 1W 0GRAVESAND L GRAOVEL GRAOVEL �+ +t r } RMerlU' �_— — __ G,. §"__—__ _______ William F. Stews e +�.� Y Z x x—x -- --=—LJ & Rita P. Stewart 9 now or formerlyGIN 5ICnow or for --- __— Bert G. Lewis Jr. 1 nppoformerlW now er fartnerl n X now or formerl "--- "--- _ ,CAunty Of Suffolk now ar fa --rj noW Wr (annerlyy Y nOW Or formerly —AfltOfttOe'�Dt -------__-�__ — _518'40'00"E 2Laura Magill 19 Richard MOgilly Manuel Vdokokes h S I m George H. KrObel R : RufhOMe WOOdhUll N I ; �1E 1'Oi05 MOVidis nOW or formerl — `I N�RE�� CfERTIF7"1140�THK W14lER SUP,PL'1' YIINC49 9 X & Corol M. Krabel _ , O' Y now or four Magoret Vdakakes , Iy John A. McEvo Steven BO.ae SEWAGE D15PDA,', ` SYSTSFT1EI J 9 18.0' re.0' qft U TVF A DIE � � 9N J 9��%% 18.0'573'45'50' ------ now or formerl J N 518'31'50"E y H 0 SUBDY F 7fi1, A D'� i ,9 y AscxAET WuwwAv 660.47' 2'34'OD. J tat 74 C ` • � 'EP DAO lRgR - � �` t { -k �Cnue u K FENCE S7773. 9 Revocable Trust mOi1NTY bEPAR7,MF<1`It�H LM 42' o• POND & a � Pos"A NATE rexa l ',. INA � �REMOVE0TO 9EIWETLANDSSHED "HO,MIARD W yDIJ,NC x."THPMAS C WOLF;ERT NYS PIE NO'SUR�W "I HESHN ! f T +, *�1iN � COMPLY TH THEA 9UIl4INGV 'E QO6 ,INE .QW.1& ' TN -X91 DF AN YfJ tiUN 9r ! ,IUG z (]] SHE OWN LAWEAN AR RC4EPT AS MOD)FIED PUF�$UAE I:W TYPICAL PLOT PLAN ' IMENI IE -e W W PDIMENSIOMAM' REOUIREMENTS.,117 AMtiu LS sMHwri Mint, A 'AI HEREBX CERTTFY TI{pT iW8 MAP .wA51NAABE.4'ROM A+�W r l-, , e ' + .w o ' W PRDPERm uNESURVEYS OCMPLETEOr�1JOT§ $HF1Md'1�,'!'11 's #111CTUARLY'EYiIS9'''�AND Ln r= 154.6442 acres ' THEIR PpSITi(1NS ARE-ODRREC7LY $AID AND ALL b,IMEA�,r QNALIN i �o � ANC. GEODETIC DETA7L3 A& HOUSE HOUSE�oQ Idbru,NrwwHcGARAGE TORE REMOVED Q• SS. I[ � 4L .��) ; � HOWARD W. YOONGI NYS L+S. NC °4689 /� D` +b r'r 'I Z8 ST6'53'40"E 237.62L1 A/ a R=25:00' / - - - McTExMAw 1 ROAD6 L�3931' 228.12--YV--WATERNALA48EL,LINK$ LTD.OR=25. -.L=3823' P/o gIfARLES CADDY, ESq1547RIVENHEAH, TVYORK A19D7I zPLANNING BOARD CERTIncknON Z '° `� 'L=174.06 v 2c°oT ¢�F MAP O THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAT HAS BEE PROTHE TOWN OF SOUTHOLD PLANNING BOARDI /1� �,�'" �y�I,1r0� Lz882.585— A �� E 1, N :F' T845 � v AtMattltuck, Town 'of 'So0hpId.REMOVED BE 9W\ ,9 R l _ ___- ! L BARN TO �o o DATE OF APPROVALI BY r% XX-� \ CHAIRPERSON Suffolk Count , Nsw York '> x \\ y� � / � °?a �IIIJECT TO COVEN ANTS&RESTRICTIONS LIBER 3yPARR — ,A\ � \ 0 / \\�s 1000 126 1000 125 04 2r} 1 .4 o, \ 31 910 s ft. / \6. !�R i !� �. 5 100p '125 - 0421SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES� 1Hys . as HAUPPAUGE, N.Y, 0+ a p 100 125 03. 15MATCH LINE SEE SHEET 5 _� 666 B ft. � `o � DATE Auc i � 2om y rF n 125 Maul, 034dt 17 i",iryQxQ' q' 'count Tox', 0 ol.at t 100 s"cno"v se ,/ VoV53.B¢ / •� ,NO d,, �. THIS IS TO CERTIFY THAT THE PROPOSFO REALTY SUBDIVISION OR , •y 1'4 ��\ m, 1 30,523 sq.ft! ra 0 2, \-eNU� \9083 DEVELOPMENT FOR LAUREL LINKS IN THE TOWN OF lOUINOLD.WITH A I N AL- F=' L_i ,ul 4 I \ . 56jTOTAL OF 30 LOTS WAS APPROVED ON THE ABOVE DATE WAI R�'SUPPLIES IV h N33 - ^ �FAND SEWAGE DISPOSAL FACIUTIES MUST CONFORM�TO CONSTRUCTION LSTANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND ARE SUBJECT TO jfi SEPARATE PERMITS PURSUANT TO THOSE STANDARDS. THIS APPROVAL SHALL180.00' 1 r ) BE VALID ONLY IF THE REALTY SUBDIVISION OR DEVELOPMENT MAP 9S DULY x 1 N23-17'46-W FILED WITH THE COUNTY CLERK WITHIN ONE YEAR OF THIS DATE. CONSENT.19 HEREBY GIVEN'FOR THE FLUNG OF THIS MAP ON WHICH THIS ENDORSEMENTW I \ 3 --1 0' O APPEARS IN THE OFFCE OF THE COUNTY CLERK IN ACCORDANCE WITH,jn X--X__ \ n r C \ �� I / /.A PROVISIONS 0 THE PUBUC HEALTH LAW AND THE SUFFOLK COUNTY SANITARY JUNE' BF22.607 XX \ .9R 1 u . a CODE /p' MAtt:-1 6f 2Qg1\ ypel n? 40,542 sq.ft. / - ///J ryyIMAP PREPARED DEC: 1�0 ^gOS�d 30,907 Sq.hl w� rc1 / J .eA� 1/ > &4-z VITO A MIND. RE. SCALE, '1" = 100'DIRECTOR, DIVISION OF ENVIRONMENTAL QUALITY "toRaf ' MCKWENT SE, ■ = MOAJWNr MND A- STAKE SF, •= STAKE raxo JOBN0. 97-717 "EYIEET+ , DWG. 97717_1to6_Rriol_Dt i . : .. ir; 0 0 ors Subdivision - "Section One of Property of George I-Tuthill & Others" Tnc = s00 New York- 1190 Maung I / / L Suffolk County Map No. 861 Subdivision - Property of George I Tuthill & Others" 00 Ostrander Avenue, Riverhead, 269'7JB x x—_ x x x-� - O "Section One of t6 d. "Se i -z—xj - - - - Suffolk County Mop No. 861 - _ Ai n W. Yours P.E.v& L.S. 1908-1994)y LOCATION MAP Young / 4 - - - - ! x - --_ _ _ 1 L�IIuntg - "' / H I - _ - I John r formerly _ d Haaw - fRled Z - - / 4 Thomas C. Wolpert. Professional Engineer 1 1 I l i _ _ '� � d Howard W.Young, Land Surveyor - Is Zaccana L E ma Re R Ine.-- Oa mV) - � - - V) John Schnurr. L¢nd Surveyor Willia r L.t ,5Ll;0 wnoworformerly C7 __ - -_ r _ -_ o _ _ &_ Rlf_ P. ewaft o or f r e _ - _ -- -- - _ - _ _ _ - _ - --_ \ npw or form erl ^ - -- -`' - --I b Z - N x_— 9Q \ I ELLS ROAS18'42'40"EVI O - zBert.G. 'Lewis Jr. o Y lv now or formerly (y/ _ noormerlyaw or orm 2rYy la_ o245A2 c '9 DJ J _ _ fig-C unty Of Suffolk _ naw or formerly now or farmed m m _ & Valos Mavlnoer now or ¢rl } oeRAmLaura M¢gAl a I a Y 6 _ - H - Geo ge Krahel at tine Woodhull O y y203/82' Richard Mag➢f- In M on9c Vdakokes k , e X -& C Tal r _ - -_Joan A. M Va b Steven Bass5 &- y 16 - S r Margaret Vdokokes � - - -- - -- - - y _ 'o h m,3-4550"E _ _ _ ___ __. _ _ ____x x—� ' - - S - J Charlen Ne gelis yrn. � IF - -_ _ __ -.'�3rrnrwA. -FIN LINK rc.ce 8'31'50"E660.4 - $12'340 ,•E o c�; >` -- _ - y� e a ^ _ - - Kenneth a sE 'a I 773.4p 5 19 voca Trust o a 283.51' � w ar formerly �.o vosT x RAic rcvrE ---&K Norma Denston (o c ' I ton POND 8c _ - W i WETLANDS N '2 0 J r o ti - p o a so io zo DRAINAGEE`A–SE�MENT M 1 LAUREL_ LINKS '- �m P e I K`+ now or formerly q o J - - _ now or formerly Kenneth Denston & Norma Denston Dominick Perini & Winifred Perini _ - -- - °` . I GOLF COURSE I now or formerly 154.6442 acres - Y Kathleen Reilly - O 816'25'10'E 935.78' _ 6 - - - " L-39.300Y o R-25 2450' 21 . MAR LI = 9 o N16'53 40'W ,62' $, eF\�' _ oF(0 deF A -' g noW 0aet�s\, i; g<Fw ",TebAe i;%i a = _= - HYDRANT 1 L=25.06°' - N1653'40'W _ •\8 --_ --__` / aFmet\`J {O\Se05a R-2500 e90F, L 39.23;_,. R=25.00 •P G1 of\2n �F g ._ L=28.94 i -v L_774.Ofi \ 1Fi5'9 O,3q W - e m _ R-25.6019)15�, p•g�" HIII �0 268' oW F dos p\2° ' _ a`z"a o u 1002 a x 31,910 sq.ft. 1 / \\ s• o 3 tik \ rt //' \\\'moo \\ v ' HYDRANT 1, 30,866 sq.ft. A �- x \12 50 n9r, m 30523 sq.ft. /> 66' v J `rs. _ ____ — - {o<�EX�90 n0`Nof Fcoo J \ s _ \ 8S /s � get y�>:, =1 w L------� \ wo. � 1\ ' x m I I / r 1Y �aFA`1 sk1 1 0 - N M N 180' I I om 1 1 / - of otkov'tK Wsk v ;nom x_x_x_xv- II ' 40,542 sq.ft. las, nn 1' et\pei✓:'� I^ 30.907 sq.ftvv ti4 I I a / _� 1 1 , 14 v govt °� - � ; c� EL-TEL-CAN-GAS MAIN \\ �� 11 m �_ �� 1J 1 @ 1 29,229`tsq.ft. // GeFoe -Ooe,_ -_�_ - ,•y� , h __ - I- _ 200 1 cz 1 / n 61 off / �f\ WATER MAIN 111_ - 1 37.232 sq.ft. \1 1 �— c F AL 1 TVA / 7 // 1 5 \V `n_ P°W oFdvV�GoACt%��� 9 \32.023 s ft\ o _F(tco tb � \28,325 sq_ft.A _ \ q' f - i eFAy \(• of �FNIL OO �acs.'b�os B5 m b� ae J N.,. r ' �� m- � HYDRANT 1184200"W R o 6 \ D NAG 16 N eft M stagy r ,9 ✓off r j =\ �cm - 09\\29,572 sq.ft\\ Ko \\\ PO N0. 1 \ , \ o _ Rob 129,522 sq-rt. 1 ' g, ods AA 1 z - o- - m N7735'40'W EWL-23 \1 �. I I CL�� ' - -__—__—____-__ _ _ _ ,, ag�� wL-zo DRAT148.79, J - POND NO.2 L-=--- w PARCEL C ` >- wL=18 M s DPEN SPACE NNo No .. �0 352• so - I j arra=zo 32,572 sq.ft. �; �, \ - . W OPEN SPACE - 5EasEn7E — � ^ � 6, \ ) 07478 acres \ it `o" ro9t6 PARCEL A o I I : it o / 1 7 I NT - SITE DATA - `mac- —;� -r \_ H 38' 28,791 sq.ft.1 ry I I / 1 I 3 0 N1873'10"W \ 9.07' 15.4701 acres I ! / / F �D) - Z 518'13'10"E \- s I I_I %/ / 29,484 sq.ft/ o, h l� ' O 5 o o o ` AREA = 222.6317 ACRES I ` now or formerly - - a o- AREA OF OPEN SPACE PARCEL A = 15.47 ACRES - _ Frpa-nkrE.��Carlin $, \9 ,� \ \\ � � -- .__ 1 � 1 6, -_- _- -- / � � \ 9<P _ AREA OF OPEN SPACE PARCEL B 20.09 ACRES W5,-Carlin rin —x HYDRANT '\ //r 154' ----__ -_ 39/ \\\ /'/ AREA OF OPEN SPACE PARCEL C = 0.75 ACRE �\ 1B0. 3 30.402 sq.ft. s. / / 5 ---- o v ; o ee\ q / / 4 ) /� 8' 89• 14 i' \ P AREA OF OPEN SPACE PARCEL D = 1.83 ACRES --- _ - x - �� \'. / r -r ---_ 11 F 18 \\ dao • TOTAL AREA OF OPEN SPACE = 38.14 ACRES y9ti o 0,o �\ m. \ \ \ // /�\\p9, ob \ 30.892 sq.ft.// // N / _1-. „{,d 7 09\° .� - / - 2 1 I - \ \\ 30,885 sq.ft. / / 45h 9 - - _ ' / / NJ TOTAL NUMBER OF LOTS = 31 1 Q I o I� �7 r- 1 e7 0 P 5� -_ _ • _ /.+ I q \ i� \ / ,Vho // 34.225 sq.ft. I ro I 4 0 I m I \\ \\ � \bo' - _. - p• o J / I _ 0' ��� • ZONING OUSEODISTRICT528fiA LCF.• s \ 0 o. 30 046 s .ft. _ , z o m 29� \ 29,949 sq.ft. \ ,/ // I 29,101 sq.ft. - q z`; \ ��' y° t4 's ` h a .WN. K / \ \ I o 129015 sq.ft. \ /. ' \ I I zs. Kok" `� - - / 4 b\ 31,310 sq.ft.) 33 I , ' '^\\7Bp, \\� 'J ---- 52 ay�6st - A� - Q OPEN SPACE PARCEL D v 58 56 —�. Z \ / /� N \2 L_--- / / \\ 122' 194 C\yN 31 0�ryryh / ' 'C1,PN05 50�' tip, K j��. o 6 , ` / 22 y, _ ENGINEER'S CERTIFICATION 79,804 sq.ft. N \\ / ^a /i \ � . t ) 5 = N L -- �� v., /: �. 2 <� 30,659 sq.ft. 39t.4a' e _ / k _ �'� ,. 1.8320 acres oo w 1 / � V e _ HYDRANT / N5' S 20'20'23" E / s on` v - i � �r • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN -F--.i HEREON COMPLY WITH THE STANDARDS AND REQUIREMENTS OF z o /•rU \\, / p 337200' W / /:op B9 6 � ' ~ \/\\ �. - I 111 POND NO. \g 00 E N 3T4a - �j g2�50 a Y/nom THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. m I 1: 130' A / FL=25 z 1131,��@ sq,fta I ___ _ So tJ 0 I I m / 1 \�\ // \\ \ 30961 sq.ft. \ I \ - - ' %j• �P��SG 4y -Y , 25 Z GOLF COURSE MAINTENANCE 24 \ vim - '30,973 sq.ft. l 28,666 s ft.Ao V v - 104.339 sq.ft. q. V p68o, a^ _ / - Ll/�'�17f��- -i e� � ❑ )r . 2.3953 acres 's. \ 5 / / r� y s a z i 8 1 20 148 __ /. I I J 6s ,y0 HOWARD W. YOUNG, N.Y.S. LS. N0. 45893n` n � a`ex a -rc- 1 '�, 27 \\ \\/8p• \� �J -_---- \ \� _ — _ — _'_ \ \ �y�0 /` V�Ej PND /` - pQ �, THOMAS C. WOLPERT, N.Y.S. P.E. N0. fi 3 S� 61483 Kp ESS U. Imo ' _ �c�-_ /s \\ 1 r- / ^/ • �OHE$An-NPS a-€ Av31,314 sq.ft.Ll j 26 vv 5 V A / ' _ _.._ .- - 1 k'N m P 31,298 5q.ft. J � TN19'20'00"W. 7 Tc- J On sed_ m w former) o r^ / o = SURVEYORS CERTIFICATION Q � - 3 OPEN SPACE PARCEL B �• Y % s I ; =%RZU Young \` now or formerly x - \ p,_r 20.0913 acres -- t� Jeanette C. Hommel o x• a `� sta•a4_aD"E,^ ��'' W'\ s !I X X \ v \ g 06 71"40"E, 2 • THIS MAP WAS PREPARED FROM TOPOGRAPHICAL SURVEY AND - O>2f" I J N352T t6W �r \ �,�6 / � -'� 6p•7p, 'T00.63' \ BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. �x X\ y, <�4 N194420W 265.74' / O NE(�1Y r f 1 t\ \ o q9, _ L�335.54' br• tt`T /��'� /�^� - 535.65' _ r 5 y5w- N.Y.S. L.S. N0. 49517 _II — — L=295.56' to - /L t � V JOHN SCHNURR, O In ? _ — — ` L�2 O t\tse ' t\ J O^^-- - HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 �g _:_— _ � _ �. � ` - - � � co �rz �/ e -v/ LAND j FT 03 OWNER LAUREL LINKS. LTD. NY C/O ES Goo\ nC�, v 0O� IVE CPA Le NEW YORK ESO. a- , ,v G RIVERHEAD, NEW YORK 71907 �tC *�Q-' �„ 9 SUBDIVISION MAP oo�teO�Vz r t tI'� 4 JFK t��x - 4Y of �!- NGca*\Q G �jz x r ata LAUREL LINKS At Mattituck, Town of Southold at�a5°�o /i' Suffolk County, New York NIR " X 1000 126 07 1 a.€ 1000 125 04 24.1 o ba 1000 125 04 21 -e�`a •� o� \c; �t0('�. �]`' 1000 125 03 13 ea§W 1000 125 03 15 �e Count Tax Ma msmrt 1000 section 125 91ack 03 �c 17 y p o Lr (� N782090VL _ � : �', ��` Pa e0, e° _ €= e 4 ��' ''� � - `'-� —�.__ maD aF um+ xrncD _ 5 O ,� a -- �X ��YI �� L....a.{I `'�/ A'' 7 _ .. _. - mec or uxm l0 Tt�/rt '` IF L , 30 �' J v-'Lot 31 n ED -Y Lat 33 fti i" I -�.�J _ .�11 11 N20 00 _ �II _,� I4 � �� ` �y FINAL ROAD & DRAINAGE PLAN _Q` Eo�DF m !`r r.�a � r-I rT, Lot 3R.] � ��, �� {--- �� .. _ . _ i A � W :a tw, Ati I � la � � ���� "1 I i� ^T � v��� � v�LI� ��"� - � _ Lot 3 L = l � NI9'44_20-W_ r-299'.' divih 1 - r�'1 �� 6 tiot 9 I�❑ I j �1 1 ��° Let 46 0, � � � �26;3.6� I "� ��I �� DELMAR DRIVE LOT a� uTIUTIY LAYOUT lu on L Co ntn �Esta�e - - I � I �" 7, 47- -)l L cv yy Y �" i �J Lot Lot 52 l r� Suffiolk' CzSu t -7 ,�f Q �� I I Lot 4o Lot 41 �(.ot z _Lot 43' - l L I -c/ Lot`v1 � CI L No 484 Irl ^ - .�- ,J ✓ J' ' Lai 4s I r, Let 5, / _ Lo48 Lot 49 i =, - l_ C3 I� I � 4' n _ r I �c 'h 2 IT LI *t D �II __ - I _ �I �� J'..I OL I� �! � � 'vi� io � "'Laurel � � v t / Lot 5 Lot 4 Lot 3 4 h I4� Sub 5u ap�No� states" I I - U\ DELMAR DRIVE �1 y L' I ! 1 � f�1u Dnt M e e SEP: ,'2' �000 MAP PREPARED 1 ter, �?- �� r 0 - 1 OF 6 �- l , � it L . , JIM O - MONUMENT SCT ■ = MONUMENT FOUND STAND SEr ♦- STAKE FOUND r� — , ', ; 5 SCALE 1" 7 100' I o // I i--��, � DELMAR DRIVE I o T� JOB N0. 97-0717 � DWG. NO. 97717_finalJoad i 0 Young & Young, Land Surveyors J 40Q Ostr¢ttder Avenue, Riverhead, New York 11 division - ' Section One of Property of George Juthill & Others" S bd 516-7_7-_3Q Suffolk Count Ma No. 861 a 1wslon - ct fo One of Prope t f G g LTuth 111 thers U) _ Alden W. roan PE. & L.S. 19o8-1894) a . rn w,"1 " r 'x= -_ x--Sub , Y P, _ - _ s. DDR 1 - � / i1i''iii" iii/ r 1 /,'1, 1n Wnr, r L __x,- -' X_____ I, � i° l-,, -\ -XI-X�-- -_ _ - --I"-_ - I� ❑„S_____ lJ -- Mop rNOO Bfi IeO -"_____ _ _ - __ _ O / Howard W. Youny, Land Su,veyoneer 0 e 1 r e & 0 Suffolk Co \ II ilurr ,n„ V __ ___ -,\t �( ,.. ;). -,l X \ `\ It - - - - } , - - 0 `\ ti 9 P ./ 9 r1, , I 11 11 , / ,, \ _" s-..-s= - a _ ' Thomos C. Wal ert, Pro essn,onaL En >- /;' = t' <'_ -- - - ,i ' - - - 1 11 -- -TS - now %for er noir - fined'_ .0 , L na `„ ___T__1-a�µr{111} -- - li " i i1"'ir'Iit _ - o- __� - , �'1 1 - H o _m ' _ _ John Schnurr, ¢ $urvRyor 4. - at, r -- qq I1 r.� .. y1 r n11; I _ _ , H r , I}r�Iy �jl, In ___ ,l -,11,' I I` III- �, `John'V 7DCG1na - Hama Re h 1nC`�- I� \� /� __ "''. :::,: ,,'.YI J I Iry'I 1/ _ s) -� /� , - I `,``�`-_1 ` - \ _% _ --- 'N ---;-5'-L- -.l - _-\ i(�,�� 1 _ r - , 1 - / 1r \ t�Durtg � )) ,7 - - ----- - _ --- - - -- a�` nIr I1 lila„s''i' ii _ y 'Y.'�(- `�r� 11r �^ ``I \ '° r f r erl - ' _, �I` i _ _ aot ]si ;Lot W _ -`1 yy"\II i „�, 1 L ' •J„T^ .1 / _ `I `I. - � - - n 'W' rl'1 Y - - Y � - '' '\' _ :�71 V I y, / - -a - - - , ,'L - eye i 518;X2'40"E"� -_ ,\f_n, - - `,a I tid e, Otl% ilfia F. to art =_ _--- _ - - _ - -- I\` - 17�Mp _ ` I';- ln ' \ �, - ,•C, ,^a-,y _ I t! 1 1 ' O% - - --- - .,[2s i,,1 111 1 wl+' ` -.-`I+ -4 - - - `�'' 1' Rit P. e art _y'noyi'or for erg - L- -' J'f .�'„ , 245.02;' _ _ - „gig 1 F k, "ti II on„r'I-I, /11 \ ori= ,- - , - __ - - -__ __- _ '� _ r, - "e > -x x ` -JJ-1 - 4---` Bmnvvng , - / \�. ` 1 i t,4i _ ,1 / avu,nynlld 1, , \ '- rs•l- . 41I ` rtn '(q\:"�` rZ r' I - - - ` \ -_ _ - p{ - itL'� -- _ _-_�-__- - _ -- , _ ____ - r naw ,fbrm¢y'vI1�I n n \ \ }, - ' un,l' v - ntl. - formerly ow 0 Offrtgl-f�. LL . ,� ,"-___ _-_rte - __ _ �' ___ / ego tp. ' / Bert_-- L ,,,, .iPi1` 1I o r) n V,�lllVb'r[1v$1',L)t` I `1♦1,\LQ� f rr0e'{�},'".\v'-F, __ / w or farmed _ Ge a 12re el &; Vmlo; MaV 5:1" ,-rt0 J no -OF' o __ a ___ - _ - ,2 ` ! y�„ ` , oo[[CC q ,L1 now,ar formetkx` - ''', qo y _ 9 5 ut nn� Waod all s` _ �,� O _ Y W_ `:P•' ,,t % "r ___ -- 'I _ -6 en9l° ""9 - - =''£ I nYy/'%Y1'S!/ plk' `L`SGta'&CoA, U �I'� ` Richard Mog111 ,Manuel Vdokokes & � X v-& C rol r _ 6\ 1 I - .� 'fabn A M E4oy' . o'S�eveq Bass �; ")"moi _ _ .r , 1 o, n 1 , . . ase %' :2 3/82 - \` - -' -;, 'r, I\ - - - I Pargcrel Vdokakes '`n-- 9`� -- - E it `_' 1 �1 F_ Oharlen De 81is = 'i _;- - -' _/ - I \ ` _ _ .d2" 11 „1 SMrue9in9 ,,,:%� , , _ \ .__ _i, _ _ (E/µ7 L ``` X ` ' _ _ _ O I �g - iii 'i. /,„',,,'/„z,, . -S13M5'-F} - -__ _ _ /' / ___�J _-_x J __S1&.11'S0"E J �60.4T ,\ _ _ - n=_1, 0 - ;� l _ ' (S "I ,n,, - f__ ___��- _ I, no o _ -- -5 34' _ _ `1st za ``` \ - /i i i' 1 1 ' /n r'i/,ii,%; ,-' - _ `£a ', erl -r' - - - - tmx,Hrm- nce d0" - I L --_ \ 1 _ -A- /, r . l I I I i , , „ r,'n1;r�m1h'1' - _ �/' i ( -__ __ ________ "- _ a dl F ,y `_yt"Lsaa¢rioaw�wCr` _-- -_ "_- -/ ; - Ef- _ - - ' r- _ - i'/� - -- - \ - - _ _ - _ __ 1,, , „ rrm,ri? 0 0 Young & Young, Land Surveyors II ne CENTER LINE PROFILE "LAUREL TRAIL" - [STATION 10+00 TO 28+00] HORIZONTAL SCALE I inch = so It 400 Ostrander Avenue, Riverhead, New York 11901 QIIIILJ VERTICAL SCALE' 1 inch = 5 ft 516-727-2303 Alden W. Young, P.E. & L.S. (1908-1994) Howard W. }'.ung, Land Surveyor Thomas C. Wolpert, Professional Engineer STA' 10+00 PI STA = 11+00 PI STA = 13+00 PI STA = 15+00 PI STA = 19+00 PI STA = 23+00 John Schnurr, Land Su,ey.r 11nnn;�q PI STA = 27+00 STA = 28+28.20 ELEV 15.11 PI ELEV = 17.11 PI ELEV = 25.40 PI ELEV = 29.40 PI ELEV = 31.80 PI ELEV = 29.40 PI ELEV = 31.80 ELEV = 31.03 zngiu"rinq K = 46.62 K = 46 62 K = 35 71 HIGH POINT ELEV = 31.72 LOW POINT ELEV = 29.47 HIGH POINT ELEV = 31.72 c Nrq HIGH POINT STA = 19+00 LOW POINT STA = 23+00 HIGH POINT STA = 27+00 K = 41.67 K = 41.67 K = 41.67 X09" + a.Ea aE s . ! I MANHOLE MANHOLE STA = 28+27.58 EXISTING GRADE STA = 25+50 IEC=26.12 N TO - 30.80 - - - - - E 22.16 E,5 - - I, IE - 23.54 0.60% _ � - - - I - - - - - - - - - I 35' OF 19" ® 1.000% TO a5' OF / 2 CATCH BASIN 15 14 000% 00% K2 r2"N FINISHED GRADE 16 ® 1 TO = 30.47 FIE - TCH E IE = 26.47 TO - 29.E 14' OF 18" 25.6 ® 1.0007. 247' OF 18" ® 0.500% o 36' F 18" 275' OF 18" 0 0.500% / 52 OF 18 ® 1.(00% ® 1.0008 168' OF 18" ® 0.5007. 2 % F 17 / 52 OF 18'• 1 �L _ ® 1.000% ��3� CATCH BASIN / 1 STA = 23+00 7 LEACHING FIELD 3 TG = 28.64 5589= / 1 1 STA = 16+18 5 CATCH BASIN 8 IE = 2467 j IF = 2478 Y 200 2�5 CATCH BASIN SCA- 26400 3 STA = 12+75 LF IE - 2250 CATCH BASIN 2 STA = 16+00 TO = 8. 20 2 TO 2917 16 �y IE = 18.72 IE 24.81 48' OF 18" 0 1.odoz ALL DRAINAGE PIPE TO BE HIGH DENSITY POLYETHYLENE PIPE CATCH BASIN €E LEACHING FIELD 2, a STA = 13+65 STA = 23+00 TO = 26.00 TO = 2864 N a3 1 1 1 Is IE = 25.14 9° 3 1 4 g IE = z1.9a i a=ra ' nE CATCH BASIN CATCH BASIN CATCH BASIN CATCH BASIN en, _ STA = 10+58.95 STA = 10+58 95 STA = 12+75 STA = 16+00 TG = 15.48 TG = 15.48 TG = 23.20 TG = 2917 S,`a IE = 1L50 IE = 11.98 IS = 1920 IS = 25.17 DATUM ELEV d£� a;= 500 g�9= Q) tea) OIa Or'1 aJM 0 a� 0 � O - m0 m0 a0 OO d' O a0 UO o] N O � p t0 c00 00 00 00 01� 00 00 � O 00 d- O 00 �a0 mN h0 X00 MO r0 N � NM17 X `F coM - ^ u70 a) n Oa) � O) ON � a1 Nr � to �" N moo] Iia) OM OO Or O4 Or OO � M a) Ma) if] N cpN hr aJ SIJ 131N aim rf0 "ab�w 'n6 Np Nr OC) � � Oat OOJ Or ma) mat Doi 00 00 -10 - O CN N � N � N � N � NO NO MO MO Ma; Moi row MO MO MO MO M � M .- M � M � M � MO MO ` MN MN MN NN NN MN Mt+] MI'1 MIM M17 Mt7 M1� Mrd r'J MM MN] MM MM Mt7 MN MN MN M17 M � Mt7 MM1 Mr'1 MM MM MM M �'] M17 MM =T`7.€ e5'2 `b: w 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 28+28.20 0 CENTER LINE PROFILE "LAUREL TRAIL" - [STATION 28+00 TO 34+27.48] HORIZONTAL SCALE. 1 inch = So ft VERTICAL SCALE 1 inch STA = 28+28.20 STA = 29+48.71 PI STA = 36+OD STA = 36+51.17 _ STA = 43+27.48 ELEV = 31.03 ELEV = 30.31 PI ELEV = 26.40 ELEV = 26.71 ELEV = 31.27 LOW POINT ELEV = 26 47 LOW POINT STA = 36+00 K = 41.67 + ry nW I " s�A MANHOLE _3aa STA = 2B+27.58 ;tea TO = 30.99 IE = 26.12 N MANHOLE MANHOLE ' STA = 31+11 41 IE = 22.tfi E,S STA = 38+007. IE = 080 MANHOLE EXISTING GRADE TO = 26.77 a3 � - - - - IE = 2080 STA = 34+50 IE = 22.01 E e &� - - - a S�q - - - TO = 26.77 IS = 17.25 S,W - - - - - - IS = 19.08 _ - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.00% -0.60% 2 85' OF 18" ! 0.60% 14 ® 1 007 To p 13 2 CATCH BASIN 36' 0 18" 3 FINISHED GRAD TO = 2ss4 2 ® t.D o% LEGEND IEIE = 2 9.6 2 3fi• OIF 18" 2 2 36' i 10 ( ® 1. 007. .�, CATCH BASIN 0 OF 18" TG = 27,97 LF LEACHING FIELD pp' OF 18" ® 0.8008 STA40+002 LEACHING FIELD NUMBER ® 1. 00% IS = 23.61 168' OF 18" ® 0.5007. 105' OF I8" 0 0.500% 189' OF 18" ® 0.5007, r7. 1 STORM SEWER NUMBER 1ST OF 18" ® 0.500% STRUCTURE NUMBER 1ST OF 18" ® O.SOOR 4 0 11 20B' OF ® osooz CATCH BASIN 2 2 CATCH BASIN 9 8 TGA=7.79 00 STA = 30+00 Q 2 130' OF 24° IS = 23 97 TG = 29.17 CATCH BASIN CATCH BASIN 5 ® 1.115% To 2 E = 2443 w STA = 33+0o STA = 33+oD END SECTION 1 ENGINEER'S CERTIFICATION o E = 21.32 N,S TO = 2737 TO = 27.37 IE = 2337 IS = 19.86 N,S CATCHBASINCATCH BASIN IE = 2301 E STA 36+00 STA = 36+00 IE = 15.80 IE TG 25 64 TG = 25.64E 21 64 IE = 21 28 NIE = 18.29 E,WTHE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WITH TFE STANDARDS AND R€OUIR€MENrS OraTHE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVCES. TBASIN ALL DRAINAGE PIPE TO BE HIGH DENSITY POLYETHYLENE PIPE = 30+00= 2917 2479 �<1 �QyyJ-rpSC. W 17 u� p MO � O O hD oJ0 � 0 r` O NO 00 � O 00 �c10 - 0 00 NO OIC p� ro0 MO o� 0 00 NO ISO a10 a10 �O OHO MO ISO � O y ' * '�' * G a� N Ol O) rto N] MO � r fid' N � � W DJ0 coN Ma> Na) r` N] CrJ0 I� r md' MO MM] Nc0 � O] .1N NaJ � M d- r- Md' NIS � O �7 to rp C..1 W a?We n M 0 n o o M o Mai M Co N M N of - 06 n o � .o ff o � oro o co -- n - n n m o0 cd Co m 6 o o HOWARD W. YOUNG. N.Y.S. LS. NO 45893 ?`p6 MM'1 MM MN1 M MM MN MN MN MN MN MN MN MN '� N MN MN r'] N M MN MN MN MN MN MN MN MN MN MN THOMAS C. WOLPERT, N.Y.S. P.E. NO. 6148 87483 pie , SSION�� aaefi j 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 43+27.48 "'S 3�gC u3it 28+28.20 29+48.71 36+51.17 age SURVEYOR'S CERTIRCATION • THIS MAP WAS PREPARED FROM TOPOGRAPHICAL SURVEY AND BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. u a HORIZONTAL SCALE 1 inch = 50 fL n " HORIZONTAL SCALE: 1 inch = 50 fL CENTER LINE PROFILE LAUREL WAY' VERTICAL SCALE. 1 inch = 5 ft CENTER LINE PROFILE LAUREL COURT VERTICAL SCALE: 1 inch = 5 ft. j STA: 0+00 3 PI STA = 6+50 STA: 9+65.05 JOHN SCHNURR, X.S. LS. NO. 49517 STA. 0+00 PI STA = 2+00 STA: 5+07.30 ELEV: 26.71 Tj ELEV: 25.96 ELEV: 31.03 - ELEV: 30.31 CATCH BASIN PI ELEV = 22.81 HOWARD W. YOUNG, N.Y.S. LS. N0. 45893 �, 458g3 PI ELEV = 32.23 STA = 6+43.75 LOW POINT ELEV = 22.90 HIGH POINT ELEV = 32.15 TG = 22.07 LOW POINT STA = 6+43.75 LAND HIGH POINT STA = 1+99.49 IE = 18.42 K = 3.1.25 0 K = 40.82 CATCH 3BASIN MANHOLE MISTING N m EXISTING GRADE TG = 24.08 TO = 23.61 CATCH BASIN LADREL LINKS.OWNER LTD + � - - - IS = 19.72 IE = 18.66 STA = 6+43.75 C/O CHARLES CUDDY, ESO. - - - - _ TG = 22.07 P.O. BOX 1547 - - - - - - IE = 18.06 RIVERHEAD, NEW YORK 11901 EXISTING GRADE � - - � 0.60% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SUBDIVISION MAP 0.62% 3 -0.60% 4 1,00% 35' OF 18" 85, OF 18" ® 1.000% T 2 ® 1.000% TO 2 LAUREL LINK S JMAHOLE 14 FINISHED GRADE CATCH BASIN 11 - 6 5 `F 30.99 TG = 29.772 26.12 IE24.43 W FINIS ED GRADEAt Mattituck, Town of Southold 3Suffolk County, New York CATCH BASIN 21�j 22.76 ,S IE = 21.32 N,S 2 STA = 3+00 213' OF 18" ® 0.5008 13 TG = 24.08 721' OF 18" ® 0.500% IS = 20.08 81' OF 24" _ CATCH BASIN 36' OF Ia° 1000 125 07 t e= STA = 0+23.34 CATCH BASIN ® 1.309% TO 3 1000 125 04 24.1 a'e5 ALL DRAINAGE PIPE TO BE HIGH DENSITY POLYETHYL PIPE - 0 1 DDDR gsa rc = 30.47 STA = 4+73.00 END SECT ON 1 ooD 25 04 7.t IE = 26.47 TO = 29.64 ALL DRAINAGE PIPE TO BE HIGH DENSITY POLYEhiYLENE PIPE IE = n.oD todo 125 03 13 yaaw DATUM ELEV IE = 25.64 doa 7.s o DATUM ELEV County Tax Map rwid 1000 Sean" 125 51.& 03 Lon 17 2000 15.00 s3 M ^ " � " ^ M � � ^ M � FINAL ROAD & DRAINAGE PLAN MM ON1 oil CD co ON a, N G` co 01 NM rnr r .- r Oi ? cD0 i`J 00 OL ON N � ra) r'1M rO Nh Nd- C � Ma1 M �'1 rnUO aN hN OM onW nO OM 4 ( , OD7 O - m01 Ol tO nN NO) N (o � (p 0 [d O0 � LLd Oa] T � �qM cam aJN rU MI U) M rd' r7 D60 N � I �+j � d- r- � � d- � �N rj � N � M � r'i0 MO r'] MN MN MN MN r� N NN NN NN NN NN NN NN NN ryN NN NN NN NN NN NN MM MN1 MM MM MM M �'1 MN MM1 MM MM M DETAILS 8c PROFILES 0+00 1+00 2+00 3+00 4+00 5+00 5+07.3 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+65.05 I� MAP PREPARED SEP. 12, 2000 SCALE AS SHOWN Z JOB NO. 97-0717 3 OF 6 OO DWG. N0. 97717_finalload F 0 0 Young & Young, Land Surveyors 400 Ostrander Avenue, Riverhead, New York 11901 516-727-2303 gnung Alden W. Young, P.E. & L.S. (1908-1994) nUug Howard o Young, Land Sal Engr Thomas C. Walmer, Professional Engtineer Jahn Schnurr, Land Surveyor 0Iummg NTS CENTER LINE PIPE PROFILE PART OF STORM SEWER NUMBER 1 xoVSCALE L iacn GRASSEY DRIVE SECTION (EMERGENCY ACCESS) RTLC vERTICALA SCALE 1 LDLh 6$¢ x$99 Evnveying Yp°.. $tlA$ yE� LEACHING FIELD MH 1.1 - STATE ROAD IMPROVEMENTS C 1300 A= 0 T STA = 1+28 T - 34 R.o.w EXISTING GRADE TO = 15.50 R.O.W. ONE E = 12.0 FINISHED GRADE SEE SITEPLAN ONE NY LF 25.00' 48' OF 24" ® 0 7147. — 26' OF 18" ® 1 0007, 18� 1.0007. � � i TREES T1 8E TRIMMED 50 THAT A HEIGHT OF 92 OF 24" ® 0"7142 — 14' ABOVE DRIVE IS CLEAR 3 ALL DRAINAGE PIPE TO BE HIGH 1 a CATCH BASIN DENSITY POLYETHYLENE PIPE 1 STA = 0+00 TO = 15.48 � 700' 700' IE = 11.50 NYLF LF END SECTION STA = 3+27.50 LF E = 9 00 1 1 LEACHING FIELD LEACHING FIELD 1 LEACHING FIELD 1 STATE ROAD IMPROVEMENTS STA = 0+25.69 STA = 0+85.69 STA = 1+88 TC = 16.00 TO = 15.50 TO = 13.50 ✓ IE 11.2 IE = 12.50 IF 10.00 N & E J IE = 9.50 W _ E — 200x DATUM ELEV 3.N m m0 0 0CD c H1 O N7 To m O N 00 Do LID p O 6 §$ sY€Z o] N O in N tM - N c, � iii C1, FsBz 3" TOPSOIL k SEED D.b. >. b 6" STABILIZED SOIL BASE 3ZF8 0+00 1+00 2+00 3+00 4+00 �=o bEz� O 1 N.T.SSLUICEWAY PLAN & SECTIONS N T & POND LINER N.TS. ROAD SECTION 0 50' 000 10 OD' Ir50'-D' R.O.W. B 4" TOPSOIL & SEED CED IL A 8n0 000 A (PERMEABIILITY,OKIT= 1x10F'�CM/EDC) `""`I 5s5 15-CH 1 P. 8u S� SLUICEWAY — — 'J �.'F 12,_0" 0�0 UD v 0 o HIGH 'NATER MARK — CD B w oPLAN o ORDINARY WATER MARK 0 10._0„ 10-0 6._0..CD iX DRAINAGE POND N O - - = - o QL V 2.000 !. DRAINAGE PIPE Ej _ - - PIPE PENETRATION - ASPHALT PAVEMENT CONCRETE HEADER CURB — r 2.0002 ZOOM _x _-- �e" m �� GRABS SWALE I BOTTOM _.-_____-_-___=--__--_ _s=__ X4'1 SANO/BENTONITE MIXTURE OR PURE BENTONITE LEGEND GRASS SWALE LEACHING FIELD R.Dw 2 LEACHING FIELD NUMBER R.O.W. LINE ONE ' �UICEWAY 1 STORM SEWER NUMBER 2 STRUCTURE NUMBER a SECTION A—A SECTION B—B ENGINEER'S CERTIFICATION • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WITH THE STANDARDS AND REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. NE CO A SPC. w1 ��icernao /rl/ b E6=c a'W HOWARD W. YOUNG, N.Y.S. LS. NO. 45893n,, ao?o THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61483 NTS MANHOLE N.T.S tP�,q�,,6��1483 ES-� CONCRETE HEADER CURB & PAVEMENT N.YS STORM WATER LEACHING POOL NTS. STORM WATER LEACHING CATCH BASIN N.Ts CATCH BASIN �E581d�P eM=$ w 6e 6 ids$ .o0 3000 PSI PRECAST CONCRETE ae5` C.I. FRAME & COVER - CAMPBELL CAST IRON CURB INLET BOX AS MFG. BY SUFFOLK FOUNDRY PATTERN NO. 1007C, OR APPROVED EQUAL CAMPBELL FOUNDRY, PAT. NO. 340] CEMENT OR APPROVED EQUAL MANN PSI PRECAST CONCRETE SURVEYOR'S CERTIFICATION ASPHALT PAVEMENT STASIOZED GRASS SHOULDER GRASS SWALE (ON INSPECTION POOLS ONLY) OR APPROVED EQUAL MANHOLE AS MFG. BY SUFFOLK FINISHED GRADE yDOU� / CEMENT OR APPROVED EQUAL HEADER cuae z'-0' N _� Lg8 p ' I _ • THIS MAP WAS PREPARED FROM TOPOGRAPHICAL SURVEY AND 3000 P.HEA CONCRETE RETE ° BBSSa S Dg \ BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. 6, p0 gQptlp S SS �fi� FINISHED OR 4' TOPSOIL k SEED GROUT AROUND Illy ,' �Q" W. r ENTRE PIPE PRECAST 1y6�7b1( V$ '_ SOLID WALL RING 0 0 0 - DRAINAGE PIPE AS MFG. BY CARLSON _ -- - PRECAST OR APPROVED C.I. FRAME kCOV71 ER- CAMPBELL �1 •� FOUNDRY PATTERN L tOWB, /'j'jyy¢,uL_' CAMPBELL FRAME k GRATE OR APPROVED EQUAL CAMPBELL FOUNDRY,1 PAT. N0. 3407(yl OR aPPRo Eo EQUAL JOHN N . S .0. 49517 q� ASPHALT PAVEMENT HOWARDD W.W. YOUNG, RL N.Y..S. L.S. N0. 45893 45893 fir, LAND Jr �\ FINISHED GRADE S PRECAST TRAFFIC BEARING SLAB ALLOW N FOR FINAL 1 1/2' WEARING COURSE \ \' \ \\�\ EXISTING MATERIAL ASOMFGD BYNCAFLSON ADJUSTMENT OF FRAME 2 1/2" BINDER COURSE - PRECAST OR APPROVED FINISHED GRADE , a EQUAL 3000 PSI PRECAST CONCRETE OWNER 3000 P51 PRECAST CONCRETE TRAFFIC BEARING COMES FEE GRADE 8 0� 4" COMPACTED BASE COURSE ll ®p® B O LAUREL LINKS, LTD. ORAJNAGE PIPE TRAFFIC BEARING COVER 3000 PSI PRECAST CONCRETE CSO CHARLES CUDDY, ESQ. ' STONE BLEND OR MANHOLE AS MFG BY SUFFOLK 34 / I P.O. BOX 1547 CEMENT OR APPROVED EQUAL 3000 PS PRECAST CONCRETE R VERHEAD, NEW YORK 11901 CONCRETE • BOX AS MFG. BY SUFFOLK CRUSHED C 4" COMPACTED BASE COURSE � i000 mw -I 3/4' STONE BLEND OR 6" STABNZEM SOIL BASE CRUSHED CONCRETE CEMENT OR APPROVED EQUAL ' 6" STABNZED SOIL BASE ^ 11 6 — I'U`J SUBDIVISION MAP NOTE 1 PROVIDE 3 SAND k GRAVEL COLLAR ALL AROUND LEACHING POOL D � 2 EXCAVATION SHALL BE 6' INTO VIRGIN SAND k GRAVEL STRATA. �V-�' NOTE NOTE� e LL RaNFBRGEMFRT WILL BE DOWNED TD . , WALL RaNFURrEMFNT Wa NOT RE REWIRED r0 A LAUREL LINKS DEPTH OF s'-o_ DEPTIF OF s'-o. 3 BERTHS GRG1ER THAN 9'-0 SHAfL H/.VE MRE 2 DEPTHS GREATER THAN 9'-0' SX,1LL HAVE'MRD A n MINRIVGERGncALVESNFaicED 1j]''AHIN'CC`EPZ uINOGVeACONCRETE -NER- 'AeHE /"�1MINICBNDZ At Mottituek, Town of Southold =-Ty LEACHING POOL i CONCRETE COVER V- } 5 W1THERS REWORD WHEN DEPTH ENGEEGS 7'-0. 3 STEPS REWIRED WEN DEPTH EXCEEDS 7'-0' O�I = LEACHING POOL WITH CAST IRON FRAME L< COVER REINFORCED PRECAST CONCRETE Suffolk County, New York LEACHING RINGS TO TEST 4000 PSI _ AT 28 DAYS. Q\ = LEACHING POOL WITH CAST IRON FRAME k GRAM LIE 1000 126 07 1 $_€3 000 125 04 2 OO❑ 1000 125 04 2141 .'RR ®D® 1000 125 03 13 j„o3 F. .a oo mw 1 1000 125 03 15« Pei. County Tax Map DI:n1c1 1000 seoA 125 Sack Lot $„ €abr FINAL ROAD & DRAINAGE PLAN y' = LEACHING POOL WITH CAST IRON FRAME & GRATE DETAILS & PROFILES MAP PREPARED SEP. 12, 2000 SCALE AS SHOWN 40F 6 JOB NO. 97-0717 DWG. NO. 97717-final-road OO tt$ York 11901 Young & Young, Land siLrveyors trand New IIltttg 400 Os Alden of AY ng. P.E..v& L.S.d(1908— ) 516-727-2303 1994 Howard W. Young, Land Surveyor Thomas C. Wolperl, ProJesational Enpneer �hming John Schnurr, Land Surveyor u b^4e au LAUREL TRAIL TURN-A-ROUND NO. 1 SCA E r'=4o INTERSECTION OF LAUREL TRAIL & LAUREL WAY SCALE: 1•=4o' 6 2 2 2 2 1 29 a 40 , 4) RQ 0 25.43 -0.42\6 o�� w G" 1 52 0 J� 2� \ m ff 1 °°%0 I C �` —fes HN � > ^� 0 ;� O' 'Oi 2 �ee 8 5.34 L�830 28 90 /moo '71.' "� 12 28.60 -97i I o /1 vw 2 / . om p ?0z8s — 28.09 \ 2Cl II o so'� ° s � a \ 3x to � p \ © L �O9 18 v � _ _ — 25 \°s0 oo 9 I 27 26 oe asp gtl�w 6 .3oe 6qq LEGEND INTERSECTION OF LAUREL TRAIL & LAUREL COURT SCAT.E: r'=40' LAUREL TRAIL TURN-A-ROUND NO. 2 SCALE: 1'=40' LAUREL COURT TURN-A-ROUND SCALE 1"=40' LEACHING FIELD 2 LEACHING FIELD NUMBER STORM 2 STRUCTURE ER NUMBER o 14 - 1 10 _ ----- / I , — �/ ENGINEER'S CERTIFICATION l 130 THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN 20' THESUFFOLK HEREON C PLY COTY EPARTMENTNTH THE RDS AND OF HEALTH REQUIREMENTS ERV CESS OF 5 I n o0 tN Aai 9 - o ��JJ p' 15 G. ��El A)� °8 bb / 26 Q I � fid' �� °Sy HOWARD W. YOUNG, N.Y.S. LS. N0. 45893n\ Iebs� 3 Ofi00%� I m 25.96 �\ THOMAS C. WOLPERT, N.Y.S. P E. NO. 61483 ys� 61483 Els i \ SOF ONP 26.2= .'25.75 \ qs K17 R-P *w 2C; / / 2G, 2g4 � �= SURVEYOR'S CERTIFICATION - - - -- - v i — • THIS MAP WAS PREPARED FROM TOPOGRAPHICAL SURVEY AND 2¢.7 2 0/ 3 42g A BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. — — _ 30. .r o0 2 / ° /r \ 96> � 12 �, 24.7 y I 9.g - n+ 8 oaas 2q J vr5 ° 8 _'v 16 ( * g JOHN y U 17 21 _ _ — \, \ HOWARD W. YOU N.Y.S.N.YS LSO 5 NO. 45893 LANDasse3��`oS' 0 o Fr _ — � o OWNER LAUREL LINKS, LTD. /_ • , — I I C/O CHARLES CUDDY, ESO. 2 22 I „taa I P.O. BOX 1547 RIVERHEAD, NEW YORK 11901 _ _ - - - - SUBDIVISION MAP LAUREL LINKS At Mattituck, Town of Southold Suffolk County, New York 1000 126 07 1 gn€3 1000125 04 24.1 b 1000 125 04 21 �_ 1000 125 03 13 1;93- 1000725 03 15 g County Tax Map oie wt 1000 section125 Block 03 Lot 17 @Rbc 6 b� FINAL ROAD & DRAINAGE PLAN INTERSECTIONS & TURN-A-ROUND DETAILS MAP PREPARED SEP. 12, 2000 SCALE AS SHOWN JOB NO. 97-0717 OF 6 OO DWG. NO. 97 1 _in ersec ions � 0 0 LOCATION MAP 1 inch = 600 ft. CURB, SIDEWALK & PAVEMENT CONSTRUCTION (WITHIN N.Y.S. RIGHT OF WAY) SCALE: N-T.S. DRIVEWAY CONSTRUCTION SCALE: N.T.s- SIDEWALK SCORING AT INTERSECTING STREETS AND OR DRIVEWAYS SCALE: N.T.S. Young & Young, Land Surveyors 400 Ostrander Avenue, Riverhead, New York 516-727-2303 1�aattg 4CONCRETE SIDEWALK UNREINFORCED (ITEM 10608.0102) 4" CONCRETE SIDEWALK UNREINFORCED (ITEM 10608.0102) Alden W. Young, P.E. & L.S. (1908-1894 " 6" CONCRETE SIDEWALK CLASS F (ITEM 10608.0103) Howard W. Young, Land SuroeyoT 1�IItttt2J EXISTING PAVEMENT -EXISTING EDGE OF TRAVELED LANE ,Y Thomoc, C. Wolyert, Professional Eng{neer N SAWCUT EXISTING MAXJohn S°hnurr, Land Surveyor PAVEMENT (ONLY),I„mo,y & SEAL JOINT CONCRETE CURB TYPE A SLOPE AX. 12.00' DRIVEWAY Y ITEM 10609.2801 A SCORE MARKS " 00 qCONCRETE SIDEWALK Bvmeyin9 v v R°Po 4'-0" FINISHED N G) ADE ITEM 608.0101 - �1 2 MNN µ'/FT { 7 SCORE MARKS kt1E6 '/4- B 1/4" PREMOULDED BITUMINOUS =� SLOPE JOINT FILLER EVERY 20'-25' x„ s _ o \ \ s � I SCORE MARKS 12 MIN. MAIN .V A � SNOW STORAGE AREA SLOPE VARIES / JOINTPFILLERU EVERY 20'MI�OUS _ 'i Y r- -so 50 0 3 4" EXPANSION JOINT 3/4" EXPANSION JOINT / 0 3/4" EXPANSION JOINT ITEM 10403.1735 - 1 1/2" TOP A C.B.E ITEM 18403.1335 - 1 1/2" BINDER SIDEWALK CURB RAMP DETAILS ITEM 17304.101194 A.O.&E. �N ITEM 403.11 - 5 1/2" BASE CONCRETE CURB SIDEWALK A) SLOPE TO MEET PAVEMENT, 1S12 MAX SLOPE 3.00' ' B) SLOPE FLARE TO MEET PAVEMENT, 1.12 MAX SLOPE ,I o zo 40 61 3.00' 18.00 PLAN ASPHALT PAVEMENT CONSTRUCTION \ \ 0.00' NOTE DEPTH TO BE INCREASED BY REGIONAL PERMIT ENG. TO 8' 3 LIFTS IN AREAS WITH HIGH TRUCK TRAFFIC FULL HEIGHT ( ) CURB ELEVATION T�5.00' SIDEWALK NORMAL SIDEWALK \\ 0.50' ,3/4" FT. NOTES ON ASPHALT PAVEMENT CONSTRUCTION: f� 0.58' - _ 1 ASPHALT PAVEMENT WIDENING WILL ONLY AL PERMITTED CONSTRUC110N NOTES ADJACENT TO EXISTING FULL DEPTH ASPHALT PAVEMENT •-- \\\ WHERE THE EXISTING PAVEMENT IS CONCRETE, CONCRETE 0.50' WIDENING MUST BE USED WHERE THE EXISTING PAVEMENT IS R=0.08' 0.08' SCORE MARK ITEM 10608.0103 WIRE FABRIC COMPOSITE, A COMPOSITE WIDENING MUST BE CONSTRUCTED - u DRIVEWAY 2.00' \\ _\\ \\ \ \ �- \\ 2 WHERE THE EXISTING PAVEMENT CROSS-SLOPE IS DIFFERENT CURB SECTION T ��/� \`\\ \�\\� \\\\\\ FROM 1/4" PER FOOT, THE PROPOSED PAVEMENT SLOPE NOTE- ALL CON STRUC_nON TO BE IN ACCORDANCE NTH NEW �a \�� SHALL MATCH THE EXISTING PROVIDED THE SLOPE WILL BE THESE SURFACES SHALL BE GIVEN A SLIP RESISTANT � Fd \\�\\'_� � � 3/16"/FT MINIMUM AND 3/8"/FT. MAXIMUM. WHERE A SLOPE TEXTURE. A COARSE BROOM FINISH PERPENDICULAR S= WITHIN THIS RANGE CANNOT BE OBTAINED, RESURFACING OF TO THE SIDEWALK SLOPE IS ACCEPTABLE. YORK STATE DEPARTMENT OF TRANSPORTATION bye THE EXISTING ROADWAY TO CORRECT ITS CROSS-SLOPE MAY �Fa C SPECIFICATIONS. ��pF BE REQUIRED BY THE REGIONAL PERMIT ENGINEER. SECTION A-A 'a Q` SAW CUT EXISTING ASPHALT PAVEMENT AT EDGE OF �e \\ TRAVELLED LANE OR AT FULL DEPTH PAVEMENT. ,aeE DROP CURB TO 0.00' REVEAL FOR A WIDTH OF 5' ADJACENT TO EXISTING LEACHING CATCH BASIN saa ``\\ a� STA 27+78.74 OFF 16.73 PERMITTEE WILL BE RESPONSABLE TO CLEAN ALL s F STRUCTURES, AT THE DIRECTION OF STATE ENGINEER, SEs END NEW CONCRETE CURB EXISTING LEACHING CATCH BASIN TO REMAIN THAT MAY REQUIRE CLEANING AS THE RESULT STA 31+41.85 OFF 19.57 THEIR CONSTRUCTION. ITEM 10604.02 NEW STATE CATCH BASIN WITH RETICULINE GRATE STA 26+88.29 OFF 19.28 DROP CURB TO 0.00' REVEAL FOR A WIDTH OF 5' INVERT ELEVATION = 10.22 ADJACENT TO EXISTING LEACHING CATCH BASIN - STA 30+80.22 OFF 18.94 EXISTING LEACHING CATCH BASIN TO BE REMOVED ITEM 10609.2801 NEW CONCRETE CURB TYPE A STA 26+59.09 OFF 17.59 ITEM 10604.02 NEW STATE LEACHING CATCH BASIN WITH RETICULINE GRATE STA 26+59.56 OFF 21.77 - - r __- - - - STRIPING PLAN SCALE: 1 "=40' RELOCATE EXISTING UTILITY POLE STA 26+37.57 OFF 20.99 EXISTING GUIDE RAIL ITEM 687.0101M NEW LANE LINE ITEM 10608.0101 NEW 5' CONCRETE SIDEWALK :: FROM STA 26+37.52 TO STA 27+17.08 ------ - - -- _ REMOVE EXISTING SOLID WHITE LINE EXISTING LEACHING CATCH BASIN TO BE REMOVED ------- FROM FROM STA 26+37.52 TO STA 27+17.08 STA 25+83.96 OFF 17.45 --__ --- TEM 10604.02 NEW STATE LEACHING CATCH BASIN WITH REIICULINE GRATE N� ee STA 25+83.96 OFF ATE EXISTING SOLID WHITE LINE TO REMAIN o Ne- F1 0 a�a� €a?e r MWE REMOVE EXISTING CONCRETE CURB 22.81N RELOCATE EXISTING UTILITY POLE WITH LIGHT - _ STA 25+19.09 OFF 19.63 / ' �•b 19.741 � � O NEW CONCRETE SIDEWALK RAMP TYPE A �' b pe 266° as9 $�a p NEW CONCRETE CURB O � I N - K � NEW CONCRETE SIDEWALK ITEM 10604.02 NEW STATE CATCH BASIN WITH RETICULINE5.05 GRATE - N I STA 24+55.05 OFF 25.71 - � � e9�2 _ • -\�� ,' � V - 1855 - -/y0 O ,\ - ITEM 10647.10 RELOCATE EXISTING ADOPT A HIGHWAY SIGN - ----" -, - o µ _o Safi FROM STA 24+10.27 OFF 24.02 TO OFF 26.02 fi ; 0 T 16_44 92 RELOCATE EXISTING UTILITY POLE - _ _ -- k� _ REMOVE EXISTING DOUBLE YELLOE LINE os FROM STA 23+93.35 OFF 29.72 TO STA 23+93.35 OFF 34.72 O - - - '', _ - _ _ - FROM STA 24+63.38 TO STA 25+18.03 - g�`� -yam - - _ REMOVE EXISTING SOLID WHITE LINE ENGINEER'S CERTIFICATION ITEM 10608.0103 NEW CONCRETE APRON - : --- FROM STA 24+48.23 TO STA 25+30.94 EXi3T1NG GUIf7E RAIL ITEM 10609.2801 NEW CONCRETE CURB TYPE A i6 0 - = HE SUFFOLK courvn DEPARTMENT of HEAL s of SERVICES- ITEM _ _ _ _ • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN - _ 21 - -". / - - - HEREON COMPLY WITH THE STANDARDS AND REQUIREMENTS \ ES ITEM 10608.0101 NEW 5' CONCRETE SIDEWALK 6 __ PAVEMENT -- = u n iso C�• Gt� _� : N€t�Y TEM 10403.0903 SAW-CUT EXISTING PAVE _.-_ - ' �). -- J © - - - - 5893 O e a v �Y3 I; _ - . HOWARD W. YOUNG, N.Y.S. LS. N0. 4 2 •Sog - -_-- / o "� 2 i i - - ---- - -- THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61483 S _� RETAINING WALL ,: , --- ,425 ,39o- i I - - i EXISTING CONCRETE R - - �' \ it>" J\V"CV :' 44 [ _ ___ r __ _ _ _ " - - 1 ST:". - g _-- --- -_ -_ - _ _gin - - - - - - - - - _ _ _ . " q \\ .• _ ___ - ." _ 1452 -ii \ _ -��'� __ _ _ ___ _ _ _ _ hn (.V' • \ _" = ' CSO _ - . -e -- 1TEM__NO. 1tJ60O t3' 22'-_ OF.18 REiNFORCEQ' CONCRETE PIPE C� 1_.DOO�b _ - - - - - - .'..__ 66 �.". " - - - - - �- :' `� O' : ' SURVEYOR'S CERTIFlCATION - - - - 25 0 - - - - - 15 -_ _ - - - _ - - - -- ° = " - ---------- ------ -- -- - -- - -- - - __ ---- --_ _--_ �" - - AND � _- _ __ ___ -_ _ --_-_ - -_ FROM TOPOGRAPHICAL SURVEY A � ------------ - - --- _ -- -- -_ - • THIS P WAS PREPARED _ _ - --__-- - - _ SEPTEMBER 1999. ---- - - - - _ _ - -- - BOUNDARY SURVEY PREPARED BY US IN .. -. -_ __---- -_ . . .. '.'•�•'-. ��i ------- - -- ----- 0 - " - - - O i u -_ - - IS MA TING LEACHING CATCH 16ASIN TO REMAIN___ -" __-- -- - 0 r Tl G CONE €TE CURB o -- - REMOVEN- ---vp - Ptf:W "CONGRET€ -SIDEWALK - _ _ RAMP=-TYPE :P;' -- ------ - -=--- - - ----- -- - LS. N0. 49517 .- _ o y9 .- a _ , ;, -_" - ,- ° oJOHN SCH 4 893 � 3 , - - -- B "- _".- - - / - HOWARD W. YOUNG, Y 5 LS NO 5 7 \\•\ �I�LANO O c _ 0 0 0 % y � ' N / - -- - - - - - S F 8 - tC : ' - - - 5 F 5 - - 78 - - - - 2 - - - OWNER -- P STA T r = - -- - - - - -- +08.26 0 � Q' O � mA, - -- - C/O LCHARLES AUREL NCUDD ' BOX 1547 - - �� - -- -- - - - - _ VERHEAD NEW YORK 11901 Q � 1 -- - - - - � „ - ION I MAP --------------- - --- ; ----_--.- � - - _ ------------- --- �' T:� - - LAUREL LINKS -------- _ . ._- -- -- --- --- - - ld - - --- -- - - o W Y TED � � - - ----- - --- - WG •NCRE - of ------ -- - -_ I,S�'. > = \\1 '\,� t Suffollk CountynNewSYorko - ----- -- -_---- - ,,\ - 1000 125 04 24.1 1000 126 07 1 S„`y5 - - _ B l ✓' \ --' 1000 125 04 21 Fs "`_ t - - 1000 125 03 13 4`a�o : I - n 125 Block 03 L.t 17 1 @s ". . '\ / ___ -- ------ -__- - County oz °rsnict 1000 secto €aa: n G 0 3 - = poo zs MR '�,� C my T Map - STATE ROAD IMPROVEMENT PLAN BEGIN NEW CONCRETE CURB TYPE A END NEW CONCRETE CURB TYPE A STA 20+33.76 OFF 15.48 STA 24+69.95 OFF 68.53 MAP PREPARED SEP- 12, 2000 EXISTING CONCRETE RETAINING WALL BEGIN NEW CONCRETE CURB TYPE A SCALE 1" 40' 6 of s STA 25+08.29 OFF 67.88 = JOB N0. 97-0717 DWG. NO. 97717-DO C1. ITEM 10608.0101 BEGIN NEW 5' CONCRETE SIDEWALK ❑ - MONUMENT SEE ■ - MOMUMwT FOUND J = STAKE SET ♦- ST NK FOUND STA 21+03.63 OFF 16.46 O• 0 _ \2 x- & Others" Subdivision - "Section One of Property of George Tuthill & Others" ~ 1nC = soo LOCATION MAP n f Young & Yo�Lng 4°0 °stra'nder Avenue, R Subdivision Section One of Property of George LTuthill \ 516-727-�� Suffolk County Mai No. 861 0 _ Suffolk County Map No. 861 N Aiden W. Young, P.E. & L.S. 1, X i Howard W. Young, Land S nun _ _ I - �' - I - J '� - now or formerly _ I `: naw uaeri Z - _ - �a, 5 �, �' " In - \ �I � _- "''T� _ IH John V. Zaccaria Hama Re -- O, , - - Thomas C. Wolpert, Professional / a _ - --__ ° ISI I� * : c J -__-- I IW ^ I "nowt r f meil I - }' -� -- -R - -� \/C\ al John Schnur , Land Suree r,. �' in Y - Lor ^' __ \ '9\ M1.xxmy ^\ I 1 - 1 T-1 -- -y-- /-_ F- _ __ o \�-SLI L 1 a F. tewart _ _ i S18'42'40"E - Ul ^0 -now o Eorm erly -. _ Z , -_ - ___- _ _ I L� & Rit P. e_wart 9 now or for Qfly�I�� wEus Rano .'Lewis Jr. 3 \ - n w or formerly now or formeH I ' F-- no t�rmerA -- - - ---J--Afl tO �t 1 p W Y ❑ ; naw or formed / naw or formed Y °W or armerty la_ as, �eD -- ' ly e� - L-s -IT tlk \ Lquro ° If o Y H Gpo ge Krgtiel m m i '0'00"E 203($2' _ ' Richard MagAfv . Manuel Vdakakes x cg C rel r _ ut nne Woodhull N & Vaios MOVI erly ^ noW fO / : A. M vay o Steven Bass4$E -� X- -J I $1831'5 J J l\n N IaCe, De ytiJBRAY AVENt1E -S . 0 or form erl 0"E 4 w m ° dl F y ` �nssRm-pRWayA-y JexAx uxx rtxce 660.47 X3.34'00" 5 ,-Loe )a I ✓'J �✓ oda ��� A=< 773.42' I vocq Trust �o E \ y/ �^ - oyga \ \J I Jrasr n xuu rExcE28315y y-- --- - _ . - / _ / . 'r, now or formerly 1 PONo 8 �` n Kenneth Denston - ! - :a€ ro - & Norma Denston J� /- 8 a C i I WETLANDS SHED 2 1� WELL - - C ` -� •C' LAUREL LAKE " __ � \ - 0✓ '>, WELL FIELD & PUMP STATION -.c L wErL Naz 1W ! c DRAINAGE EASEMENT .00 o so ioo 200 now or formerly 30 I Kathleen Reilly : / 1 1 i t I GOLF COURSE F N Kenneth Dennston formerlynow or & Nora Denstoin = or formerly �J� 154.6442 acres '\ .�\ 'I Dominjck F & Winifred Perini 10' RIGHT OF 1 _ PECONIC BAY BOULEVARD AS �c� \ , • _/ '/ / l DESCRIBED IN D 51825'10'E v •�r`a�J, - \ 935.78' CP.333 IF L 3931' o r==24 .56 r / / . : !: _ /: .i\!: uu DR Rs oozs ool �, a J . GAFEAGE )S Y ]��il' Op K " II O ipso O, f of {°1\A`o\fe\d _ _ N76'S3'40"W1e� 'HYDRAN L°w-6�\e ' - - - - ' -_ = 8_ W/ L=25.06 - J� a R 25.00 R�� �ecvy aB3 - . gz e„9z Of °\se <4t naW cY 0 {Ase° V -61 C R=200 `°m \E� - L=39:23` L% B.90 'P� � Gfe9at\a0e. /� /\ \ L-28.94 �0 '\ , 6 ., Da L_174.0lo \ \6tiu S a34 / Y vi R=25.OQ 0�h\9 04j. ,, r� \ _ doe L=37.61 Py�� fdc- a`� J� So \ °o b z68' now o\e �o5osoo\z `fir., - kz _ �1G°f e=F i I 31,910 sq.ft. - emenl / \ HYDRANT < 30,866 sq.ft. \ /59 - - O (] P°� ,Nay m ry / 9 ��' \ v i 5p n9ht °t m 30,523 sq.ft. ,> 66' a J A 1 / v"_" 40 VA° 191' ` rn paw °rGOaa01_,✓ \�s 0yi r------J \ '6Jd. - C M' X \ N n NNi 180' 7 I om i 12 // SR J O( 1iKOW5�1 DD m N - i , , V t\y [K n �N x_X_X_x I u` , \ O \\ $ i 40,542 sq.ft. // ^yA 74D' 246, n n n erne Rur CYC QGc' o ------ u, \ 30,907 sq.ft.\\\ `L� I 28. / _ J/ l ,/ r� 11 \\ 14 \�� o°d'F Ppo9 EL-TEL-CAN-GAS MAIN \\ 'i� m --"- ^ � ! J 1 w 1 29,229 sq.ft. // Gef° ep� 13 Z 37,232 sq.ft. WATER MAIN F� , 7 f5 V � 760, ��� �� V \28,325 sq.ft.\ -' \\\ \32,023 sq.ft. \\ I: BE J \ e1\y ///(``` n°W a� ls'N .,.no �^ 'NS " ' o \ o'. a,.\ `\\ HYDRANT " i I ' / Lot `,o To' ef\ e J. 1879'3❑• 15 18'42'00"W \ �\ 0 ° \ \ ,' 's i C \✓ ,�2 9.09' �izD� 9.PV3' %g0 "\ m \ \:.. 24' i'` \ r �..\" �l\\ tiateti \' � �W \\ 0S. ��' \ m r` � n 5 .\ N N Cf 5 �L_ I RLQ" y \ o \ \, 16 ". 'Lo"'EA 6 PON N0.3 � I ��=�- �,. GnE1o`., l �s 9 �\\29.572 s ft. \ `:`' 1 \129,522 sq.ft.\I o &b . Ga \ . z \ \ o �.• , 0 148.79' e a q \ (D INAGE) v F K,m e \ \ FL=zo PON 4 C: o c �w�B HFL=23 m I --- I `U>����� U(J _ N773540 W PARCEL C ^\ (D INA \ w SPACE N"'p \ o� \\ 0 ""180 � HWL'20 32,572 w OPEN SPACE 5 _ L '' , 0.74r 7a acres 'o, A- 3q 16 o I / o l ry I E EMENT z N1813'1 *W PARCEL A 2x,79, sq.ft.l N I �' l 17 1 3 � 0 \ SITE DATA \ 15.4701 acres t I / / 29,484 sq.ft./ J 9.07 a o °4 0 �\ AREA = 222.6317 ACRES I i' /ry 5 0 0 ° nOW Or formerly J 1\ 15A \ -J -. -_ -_- _ i�%/ �} / �3 � T \ \ AREA OF OPEN SPACE PARCEL A = 15.47 ACRES • r �,{ Carlin 'Ao, 91 p^ <� 1 \ r� ) ! � � !�"� ^ �\ I 2 AREA OF OPEN SPACE PARCEL B = 20.09 ACRES F a n �I tq` �.�G"flrin ^''\ \ \ S6, 8p. _ .._.._._.._.-._.._ --" " �/ �\JSO, \\ // •flG � I AREA OF OPEN SPACE PARCEL C = 0.75 ACRE 30,402 sq.ft. ) / - i 39 0 v AREA OF OPEN SPACE PARCEL D = 1.83 ACRES PC, e�< `.` `A \ / / 4 7 ./ 56' 89• 140 i' rJ rya �Q' �eF :\ � / ! -- r 1 8 \ /�+ °p • TOTAL AREA OF OPEN SPACE = 38.14 ACRES X50 .t, p e° e` `\�• \\ / \og \ 30,892 sq.ft. / / I --- --"�^\ \\ 30,885 sq.ft. /� _ 3g9,'b� W �,� n ^ • TOTAL NUMBER OF LOTS = 30 21 1 d•. / /^� 105 ^ _ _ o. 1 P - • LENGTH OF ROADS = 5286 L.F. • 0 ��0�� eT 0 351.90 z• h / \ \\• S' , / 2 3 \ \ / 'bq i% / 34.225 sq.ft. I m I /v 0 1 _ / a7 \ \ i \6A - '>. w n to N. GO � 29 \ \: I a 29,015 s ft. .14 / \ o \ / �% � 1 I o zgl 30,046 s ft. �' O 29,949 s ft. l 29,101 sq.ft. xs \ sq.TT. \ • ZONING USE DISTRICT = A-C K NO Ery / \ \ m l 31.310 sq.ft. ) .� \\\\ �' .j•i ,^� /9°, �� �J u_- I Q OPEN SPACE PARCEL D �A ° ry /\ / 33 '/ �\ _'I .- L-_ J '%'� ,/ \�� v 58, 56' 1 � V\ \ y ` , /� . .\ - 1 / 22' O ry i I; N 5 £ / \. 79,804 sq.ft. �� / 23. /' 22 ti5N ti - 5 O ENGINEER'S CERTIFICATION 1.8320 aces -'o w '�\ / ` %'% </ 30,659 sq.ft. / 5N9 / 391.44' � / Nb' S 20'20'23" E o om • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HYDRANT / ( UP �o \ r)i \ ._.. of I �, �. --._._.__.._.._. 0 THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SER SU! / \ / �•O 1 ` 130' �� ^\\ 38a, ,SO\\\\ //'/qob PONDS N .S 1\g-�3,1. 6 N 374100" W / / / / '�o- 50050E % HEREON COMPLY WITH THE STANDARDS AND REQUIREMENTS VICES No 131,298 sq.ft. i I a /� r� 23 \ HWL=26 GOLF COURSE I °° `,! - ---- 1 p Q� _ \ 30.961 sq.ft./ MAINTENANCE PARCEL -'' 25 b 24 0 I MASONRY \- 30,973 s ft. I m 1 1 //// - - I _ i %�/ \O "/ \ �/ G • IN r toA� ,- R s \ _ C q' 128,666 s ft.\ 1 cARADE ` elioce 104,339 sq.ft. r \.� ,\ 8a .. p I q' \ l \ 12068° o'` (' / i 7 '\ \ 2 URN FRAME G n �S \B i 6 I O6 FWO � HOWARD W. YOUNG, N.Y.S. LS. N0. 45B93n Ur e` I F,3 z HOUSE �� 2.3953 acres S. \ 2 - - tie d� (. / s 7 €spa GO �' � i` � I I J \ i � A \JD i hi0MA5 C. WOLPERT, N.Y.S. P.E. N0. 61483 � BT483 � g„=•• a BnRNEuE 4 C\ 27 ; r-"26 O ❑ 0. \ P r 'ruF N adz 31,314 sq.ft. I I 31.298 sq.ft. N19'20'00 W, 17L-Ec �J m ny \ % x k\ s3 -_ 263 C� ` _ , OPEN SPACE PARCEL B `�� ~ ��°m. 7 SURVEYOR'S CERTIFICATION Q �Ru ou g % \l now or formerly x 2„ 20.0913 acres \ Jeanette C. Hommel \ i • - ,6oa "E / 6 EFF y� \ yy - p6 • THIS MAP WAS PREPARED FROM TOPOGRAPHICAL SURVEY AND - N357Y16"W - Ny 0 % i�^ 2t00.63' BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. L C \ s N19'4C20"W 265.74' ,6,60 w C \ \ ems¢ay o`\ G� PRINCIPLE BNIDING SSY Pq VEMENT 535.65' S'0 ENVELOPE FOR r _ _ SUPERINODJiAN75 RESIGPICE '1 - �/p �°_ % r - - - - JOHN D W. YR, N.V.- L.S. NO.-+19517- O t e V ° .`c j \ HOWARD W. YOUNG, W.Y.S. L5. N0. 45893 Sag e0G nei // ete /� �LANDS\1Q` n/ OWNER ° �r - �UU'=���=��`-;���uc-� . �J� _�UU�Uc_o� cQN /Y" FY O / ,(q C/O LCHARLEAURFL SNCUDDY, ESQ. X V' d` "� Q t{6 BOX 1547 . -- % %� p C\ p'� \ /�\� _\ v G RIVERHEAD. NEW YORK 11901 \x o ec `t� v °.��6INL q.�1O SUBDIVISION MAP' o �X e� //Q o,`n �o LAUREL LINKS ro'% At Mattituck, Town of Southold CoA - a<r Suffolk County, New York 1000 126 07 1 _ 1000 125 04 24.1 s"Na x f 04 0 1000 125 04 21 1H� 0 ` - 1000 125 03 13 Eaa$ d0 1000 125 03 15 N18'20',0" �'c��'r�E� _County Tax Map msmct 1000 section 125 Block 03 Eat 17 �e�' X N26 W , C-32� Lot 33 �`-� - I -- "ma FDO1.1 wx - E�r,ANw _ l_' - �yo'b°. - - -/ °_�` FINAL ROAD & DRAINAGE PLAN _ I�X "�J �0 f I1 � Fnce aF v p _ L 3 cn6 IJ� ` � I �fr� Ia I { {!.5 Lot 3 I .� \� I I CST V L� 2873.61' c d: - _ 'll \ 9y r I Q 7 / '✓ h 7 G� cn�` Ja LOT 8c UTI LITIY LAYOUT Dt s t,S in y �L I CO nt IEstaIIe " i Com, r - Q (� °t v9 ' 1 I I 1 I J �� I Lot 46 Lot 47 V ` LcB� Lot 49 Q Lot 40 Il, CJot az 1, Lot LnPw1 r / @r " _ Lot 45 I 105H A JULY 18, 2001 J I Q Lot 41 ,.tot 43 C� I I _ MAR. 8, 2001 U I�J I�� sD alk c d t NCL 4aa� z �I J I I 4a �' = J IS r� �� ng (,D i I I I / (� I Sub w to "Laurel �o n states" - I - - --1 �`� - - - J (` J i I - -� © Lot 5 I Lot 4 f Lot 3 I o yLk1 JAN. 18, 2001 - _ OCT Or, �Lk1 MAP PREPARED SEP: 12; 2000 Q �' C I fll{ unM �No 46 `� . ?� DELMAR DRIVE © p I SCALE 1" = 100' - - 1� MCNUNENi�Er ■=NOWINENi NJxo A srAME sei erNlE Fauna - _ - W L�J I I O - - _ p � _ _ _ _ �O�tj^1'4�OW�fl,,1 J08 N0. 97-0717 OF 7 DELMAR DRIVE - I I - I_ PI nnlO BO81Y DWG. NO. 97717-final-road - i I o o _ Young & Young, Land Surveyor s Subdi i ' v Sion Section Ons oLProperty of George (.Tuthill & Others" 400 Ostrander Avenue, Riverhead, New York 11901 Subdivision - "Section One of Pro ert of Geor e I.Tuth ill & Others" �' 516-727-2303 ,\ IIID i/:. /% ' /il iiiili/ / Y ' _ `�,�u f�01kougty Ma NO. 861 P Y 9 - t�IIung ti � 111IIlilr � ' ,1411'III -x___xr__ra_______-' =___xr\ /`' k __ \ - _-__ _ O - _ __ /�%',; 1111,1 m1 , u1 ==_�=_ o .l:'t '':=-, -X '�x I � � ;��.Lµ � Suffolk County Map No. 861 N 1s_, -, o -- - __ _ / / -c - .a - ,I 1 _ t _ !-; a ----- _ i rMar'1 / / Inu Ipl%I �C_- + IIU / . - ✓ . r\\ - •' ( ` ___;l _ 199 ) ,,9 C, T-- I�-t` ,Y-/ . m Ilm llp _'- " .,` ___'- s !>� J _".rte--�: \�E�'-�J_ - L/' / _ ��--<' .I__� 0 - ALde'aW Young. P.E. & L.S. (190B- , I _ - _ - r" `✓ -J�' , ::'" �-�+ Oj' -- _ s • , ,I ) F , _ __ -1-5 - ;1 - __RO}q ,_ '/ - ',✓ �. " Howard W. Youn Land Sur,s or "I` ��a'`V i; %/ Iru, nl,/n /_ „, ,i /yr_� Iry-SIL `.\ v _ `' 1Y I m ./ Z , my r� N _ 9 9. Y . 11ggIIII)1 \'\ li n u NI rll 1i' -i ) __`r `'y✓s/'' /;-J Y/I',/ .) �'\`\ _ ✓ -/ h m 0 --r-�_-� r (A ___ i I i 'I-li � -_ _ _r'-Cl �, / ❑OW Q( fOr er 9 /-" �` A' , `i` esstional En •neer 7 0'0'" ., ' ' /,in nyhlr '11 Ali' =-. /^r=' i ' \m I�,r, r - ! '' \ _ _ ,)OhR'Y. _ ' _ �- \A f - - - 4—` _ ' __yL_ `t �aCCana ' f{an10 Re h1& ' Q \ I \ _ _ Tham.as C. WoLpert. Prof 9 '. \ NJ' ''y,'�F+ _ ,r 11 ul /`. 1° `�Q\ I r_-"r _ __ r N _ -L- -_- _ _ li / _ ups 4a :p.,'':% ' ' III .CJ ,' / { `` �/ / ,_ - -, �\ \ _ -__ t I , -d-`J- __- -y Z -�-_>', I '�\ John Schnwrr, Land Surueyof 0 `".. \ "naw' ( I--� w 4 11' </ ''/ , \, u`:\ I_ fra 4 \ w iC C r f rrrePy N , i, '�, , C '1 _ i ,i°t >5i / fo - __' _ .i` \ T c �; r ' I ; ,`,° r ; \,r%10J1 ,-i-i4w ;Ih-,'1'i/, '\ ' `:`la/#,, `___ ,.. '(p , i �,o, \%. �fdA'a F. to art /D \i, ,I I, ` / / IrLJ _ -- __ ry -'r.. m. 1 ' ti, r n,„u'{-,r h v i� o -•�Mr {{� __-_ `v� (Xr� � i.,� 1 <- V4 r �l Ij ` 518iF2'40"6' l� _ llVI _ � -, _ r. °m9 r' `._ ' `now 'i / ' ANI,n,1p'11, I 'II, %) , n a J " - __ _ ___ _ _- _ _ _ �t__4 ri' y4 Rif P. e art � rlu o fOr P �� �” ' � - _ 9 _ ," = -rte, / ,Torm '. I , .� I n , tix ,� � - __ - __ _ li _ _ ;� OC _,� �a1 ' ,I _ _ '` ,z Ber -'Lew'�r't 1 ''. 1 dp w y/Fxa 1I C�„ . I A f r d I�u l_ I: , » -Y-� ._J 'for tAY aW o or �"� ti -_ - -ArJ' �" �_� .. -_ v'/ 245.02:' `, '�" ��Z,-=-_�,� '- �- o] __ �n9io .day �W1�,`, Elan -_ �I Awl,L,,'` o r411, nON-or farm -' ' , go. or formed- F`� G¢` e Kte �1 Ut ` ,�'' _ &/ Iq$ MOV( _ _ _ - _ _ r , - __ -�-,,,pry Jy y , ti. ooP I' A,/I ' ,rye, „p, _ _' "1'� I� 9 �( '' IMonuel Vdokakes & �- l P n(I� Woo 10 ,_ :r oi� ,� I _ _ �y » nOp' gF v o -- - �_._I - - ���o ',/ ` RlcharQ Mcgl Of C ral Kr A� , / _ ' - _ T I •r. I' ` d' 261^ sMt,..yay - - ' 03tg2� ' - - __ r' ` _ - i /Aorgaret Vdokakes I' ��` .,_ - o 1 1� _ _ n A. M oy`- --�$�eved Bass y"r + �ti� L-, , ____ - T 2gF. rem i ' m %i i' i % i:i, / /,':''/ / i',c-, --IS�� -�C/ 1 -I, `11 _'' . `. E r, %' II ,1 Chad DE E s . L. ____ _ �' -J� o- / „ //ril/N': _ �� _ _ - ' r o m r1' I / ,, // .� M. , . _ /� , � {-_;__ ' _ _'no o C -°� , S_-_Si�'3150E Iv --- -- iib. = - V -- �F� _`� k ` . ' i III ; 1 l%/:; , , urn/,;. , / -'__ ___ __ __ ' `fn merl t, , DHtV`. __ v �6a.47' 1 __ - _ , i kI \ - v ' ^'� °aj , �_ I ' I, I;%/1", :// �I ii%�//%'l%Il/1%ii' / ' l i r / --__ - ♦ = 1 _ _ "_ , . IIS I ' r / / _- % „ L a dl F y 11 ,yA y"-qur. } xcs I , I III - `1ot >a � A� v I .i, I,� V' tem' ,l I'I'I ( / 11 ' // I , ,i%I',/'u1Ip4i1 / / ' , l ______`� --_ 773.-�4 9 voca rust o --- - i N` - �`� 1 "�,: '",'j' _ - -- ,I � \ , _ _ = ES 1 ', ' '/4, 1141111 ' ' �`. - r _.�,�x \' oo _ _ `_--, 2� . �c-� r, 'I'II I;II; llll % �;ii ilil(rll(1,;;7''�; -< '-I---` o X r h v ; __ - now or formarl \ I , -�C` '1 DRAINAGE CALCULATIONS I " I r / u ] tap e°sr:euV�gicI ` _ Kenneth DOna' 0h h' == " ,-' n'a i . i ��hI i1I 111 ill I�iiiil' i% -_�-- -=- O-Q r m ' a� -� ;' - -_ _ - -- & Nlorma Denston i--A��' + — .F eY3 --'_ k �iw: 1 1 - sHm' - , _ _ _ _ _ C S I - 2 �- ' 1 1, ll 4, . . _ , _ __ _ -_"_ -_ -_ ,. 1'ii nllr ,, 13 ;.! :fil ili ,'fy'IiI 1 --_-_ __-- _, _ _ _ --__ _ _ r _ / , - 111, it III j,ll1,1' ,111'I,`. . . •__ -J- ' -_ - _ - , I,I 'i' 111. LIA,I /,' Ii'vv_ `,I v �:r = _ ___ - ----i-_ m _-_ _______ _ _ ' -----= ,,II ',, ;1 , 1/111.1/Irl ,, . . Y.`• -`I _-�T-1 T�Jr1 __] eac `` ��. _ I , '1 , ////II II AF. 1 v '� —����l(_-A ..moi���' -;��', �. .,r 4y�>'��-`._�� ��,r -_'� ..i __ / ice( �� -i_��J• ,� ' \`:� ��, „ - __/ , 1 „` _ _ _-_ __ 'r -------- z-__=_- - - .��LJJJ __ A POND N0.1 STORM WATER STORAGE VOLUME CALCULATION 11,WI -- :/ „, '`1 `'�'l �' I j ' ; I A_ - - , " -' 'E� < n X n DRAINAGE N' InI;I, '/::,:'i „ /r i /I I `i r° ro `, ____ 1 I - -'1}- (� '=�_. � �, �. A (s.F.) x (Frl c ( 1 vT "nrr I I ' �i, 1 v 2' i'� `<� mI h I 1 -t-'� - `(r - - \�=T _- ° v cF. l .n n ,,' - Irr'%% - ' ) - -- - - "v I - r - - -- /, -'f ," ` . n`__ _ - -- ' X W TARY AREA RAINFALL COEFFICIENT OF RUNOFF VOLUME i', ,'/' ' I /,I . --' ``, 1 _ b - I, r/ I. . \ _ I �- -�F Of TR BU ' ,___ '11 i 1" ' 114`\\ I' II _____- -_-_ " ' '" \ ___ `\__ f { L \,` _=` -5� ' - Q 0.25 107267 ' - '_ ! ` ,,::'`�_`.:` `, '�' ��i _`._ .Ii`'� ` X _ �``\ \2 1i' / ___- �J ., -3 _ eo / ' ^ 'IJ t,�� �'` W 858132 i'" `,\`p 1 i /:,"",'.•' ,'i ' , , �r , \ ,\ %' X 1 f' .' O II . j \ 6/12 (rte' F� t,l \ 1 i `` _______-__ _ __ _ /"";,- fi/'_:-rv�``\ i ' ``I II 'I , A, __ On^ / / n, /" 1 ' 1 Q- - m _ Ste. - km _ -J 1 \ Io r ` ' ' k 111111'/(/ 'I,%' `,V. ' 'i r,- 1 1, ---- - /,. I\ - O 1 , II - _ \ W ORDINARY WATER MARK=20 & HIGH WATER MARK=23 / / 1111;. \ '•-- . , _ . X % !n 200 DRAINAGE �ftS� �N� '\ yo, !rti"i%Iii S` - _ - - __-;= ' ` I ___ _ /�� _ I ��i 1j s. D (Pond) 3/6 [4848fi SF + (4) 36840 S.E + 24812 S.F] 0329 mo o l la I • _ PI / '' Kt' 'Iit'I�� Ir/', / --- 1 _ 1 - = N' / b . \ ` N\ '1 `,.y /b __ r ___ _ _ �r1�__��� X . , \ i,/ /III,,/%, I' / .\ I r '. - 'L /n� , J. \ 1 11'' I\0/„'�';i! '' S I 1 I rr _ _ _ \ _ ,jam (I i, 4 1 III' ,, '10/1,�i'',:�%,; IyS / i ,'r\��II x� `, \ ,t; I� �'X i a; _-__-_ _ ----_' --_ / k _ ,_ r \ `i r\ .an�� �y I ” ' "n _ J P O i i ''ryi'ii/'%liiNy / ' l 1 _ _ X Y ri ----- 'r _ - ' r 4, ,l. ''1 m R ```_> 6 [�//,/' r v ` ;'1/'/ '''"11 ` ` DRAINAGE POND NO.2 STORM WATER STORAGE VOLUME CALCULATION /.✓-moi % ' ' „//"' - - I v / I', ' 0 2^ m - - k W COEFFICIENT OF RUNOFF VOLUME k % ' , %,' `\` i1 3 � n, R now � �fprmerl,Y�a �-r k� o A (s f. R ffr. c v (cFJ 0 - "S'1, ,'' / ` ,_ I ----- 1 - I "c \ =- _ `-- - ' �' ' XL Kath en; Rel( TRIBUTARY/AREA RAINFALL T ___ v ' 1 ! _ -_ `. ' --- a m _-- I� l I :" now or 'form erI '` `\ �\ 1 -- __''� ' " T` O' 270072 6 12 0.25 33759 / 1 ' ." iia/:' �: ; ' ,� - _ .. I n \ /, 'Y"/ O ^ /�/,/ /u( / I , , /� ` ro Il ' I .. '`Dow ,,pr formerly m ( m w / - ~ LF ' R - '� enn th Denston age-Ndrma Dehs f 1 - ---- I, ;, / k I\ 1 t - , 2ioc / X k " ' V � , ,'�. A 6____ " \ �'' dQmirijck d�erini `, & Winifred �,I Il. __ \ a 1 L • �' I I i III(I\1''I`I'l ;' '. ) J I % �\ k 54. 2lacres) , o .�\ 'I h v ---- Cr -I i GQ , sG E ; r � `I I l \\ `\y i ` 11, kd RIGHT OF WA,tl QLf r ` _ --` d1� 2 1 `, ', ,l ' ' r, ` ------ -----_ - - _-�---_- 518'25' 0'E "--' --__;;"- _ GgsGBIfLm IN o ARo ys ,C�- ,, N ORDINARY WATER MARK=18 & HIGH WATER MARK=20 �I it lli`11`11`" 1 ` II �- , �� I\ - .,4�_ - _ ;' PECONI 16 "l14I1III ,,I ' ?zsoo of 3a I \I _---- ``` i ' X , ,_ ' ^ l _ 1 _ _ __ `_ _-__ =cI=a3Ac eal �✓ O ( ort 2 6 22845 S.F + 4 18557 S.F + 13715 S.F. 36929 _ - fh _ `�\i�% eqv I ` ,I \ I 1 ,I _I- /r /' \ \,1 U"_ \, i " I' I L, `, - c� 1 C m m' _ 935:98' S 1-'2.5_1-'@ > r n , -- -- - __ _ __ r I ` I `11;1, ,, k i ' Vi i- \ i , - k ' _ k 'v -____ =_`-_ 1 ` \mit` I �, , " l '' 1 _ _ - __ ____ __ _ , \ m �� ` ' 1 u n� `.` =25.00 r 2 I m ` l O \ __- _ _-____ __ ___ t , t I I /'' , m T s�_t' gg i� X m �o LI=24.5 i ,�\ >( l { I ;11 I '1\ ___- _- -_- �- - �_'C 1 - »��� ___ \ POND NO,3 STORM WATER STORAGE VOLUME CALCULATION F1 - _ _ ____________ 'v - - - - - • , 7,300 sf / ' ' - i r c I ` 1 _ � b _ A, n , r r \1 \\ , ti ( - OSI \a((t` �/ J 1 ` '. A (S.F.1 R (FTI C V (C F.1 YR N"" - \ / `I :' I I\ - - - f', O( ¢(C t,✓!- -1• TRIBUTARY AREA RAINFALL COEFFICIENT OF RUNOFF VOWME 6yb. Int% r' ri ,', , �'i:'I '1 . • \ ' I X li I --_ _ '', , / --�- __ I �' i 1 oW,erU`\e s /�>^`',, F"I D .G.3 M=: ` ° ` ' I I \` \\ c - ` ` �b '"i 1 Cl 130840 6/12 0.45 29439 P<"a I / _ \ , ' I I O W I - r ' \ ` i RSO � \ ' \ K Z3§S �/i _ _ \\ i' 1 j'I ti \ --- r 11 �'" ,i l ,m ; '1 i „ \ '>- (R`e(\`f \i , ^ ,/'/- ' - _ W "e z _.=,'L-+11y'�yr _ \; , I \ 1t ", (O - ;� ORDINARY WATER MARK=25 & HIGH WATER MARK=26 36= a - 1 "-1 I o\ya e `` m and 1 6 39969 S.F. 4 34652 S F + 30329 S F 3481 8 ` `` , / '// , '? -R 8.`900 I \ I i ' // I - _ ,r l`,i 1, • \\GW O 5e _/ ,y-r D (P ) / I T ( ) -] ME / ,�X " , l` s a. �� LF ;I i '; i �,y�., S (�. n I _ ---- `, O / "� i�, \i\ .9 ' \ J q i i \ 50' 40' 7„ k ``\ _ r" ,\. ` i\ se`S o �j I I 1 oG n �•' y \ - k a W _____ ``� ' "1 -t` �`, I ka `' s "; P LEACHING FIELD 1 STORM WATER STORAGE VOLUME CALCULATION W_ 5 5 III \ • \ • ; _ :n - _-- - ___ \\ i Ye .~\- � II, `` [.a]O �`\ .tm Q5 1 ` '2/- C"\ � A S.F. R (N. V C.f.f @Y -O , _ 20.000 s ' 1 __ _ '~ ' X b `` ' I ' O 'I s \ a' ��` ,` 1 , 1 - - \ ___ w _ O ' r I - 268 _-- i `, k` ' ' N `, I 1 I o`x t1\ o O'o\ o\Zo ''''�� I W TRIBUTARY AREA RAINFALL COEFFICIENT OF RUNOFF VOLUME s�`z3 1 1 _ _ __ X c I (n I N e sc ` ' `e... I ��\ \1`,'�1\ , i , / / `� _ _ k \ ; i ' i' T In ' ��__ ^ 1 1 h `i'` ` "1 t _ Y` & 54200 0.25 2258 III ,II _ ,\ / nl O ,.. I- ` - \, \\Ip�lei, l I • - _, if )saa s.r I `T'-` / \ S. " , ` _i % ' Il ` \ `N ' \��Iv� 1 1 ,�'.° '\[�` r ,' I V C3 2/72 Or 5 __ _ _ 0 1 I o I 1 tU (o \ao , v t I _ I e __ w I vv Iv " - ^ I - - / '• " I , ,I v` I,� / '�� k W 9 EFF „ `>"'3�-'`'i 11/ l , > i� I A `31�]lQ / v - _ _-- v �I '?'� , (8) 10 DIA. x ECTIVE DEPTH POOLS 4926 , LI v" li �'l ' l -C }• _ r. // AV / / �� V 1 I _ 1 /' 1 , - / I 1 `I \ tjll' _ _ , `�\ __ k _ _-___� ,I� \\ 1 o \ -_ i ' iI'I o I 1' '" I'l r `1,II I `d,x"1"l i M krb, ___-_" ent v n // IA l 30,86 �q�C. V u I .i 1 ti �`l I -__`\ __ `vvI � �\ �'I�� �/ I �_' ' ' `\ m - / I / v 0 P m waY •. \\ 8, v'L I �i--_` \I i y-7-;a dI`22al ,I III /( m , ave J '/' h \ �• k __ ___- I II m ` k o ---- �� „ul - \ 9 '-�---- _ I "ri STORM WATER STORAGE VOLUME CALCULATION 1,III ` 'I , _ I >`;` 11 II\" ' 1• a N / s �,�,�^ _ U LEACHING FIELD 2 1x1, I.9' `2`"! ' / - = I ' I 5o n9° m /30,523,Aq.ft. / \ '`• -_J_aa .�,'�..�_� J����;T� X ______ l 1 �mety , \i�ililul`,Ii \, `� f I _, �: ,l ;' 7.500 st X,. / _ \\_- ` ;' _ -�� `v / I' k _ _X-- - v- ", YOU,_ I C ' A (s.F.1 R (mJ c V (CFI I, ,1 - \ __ _ __ _ _ 6 Ix I - 1 - - - 0.__ w 'I`'!,\II`I ' ` __ r / � 1 d • ;" I .,, ron' -- '� ' . '-----------=" --- /^\I'� i __ _ - --______ mo'r, �`0 [ 6 TRIBUTARY AREA RAINFALL COEFFlCIENT OF RUNOFF VOLUME Y Bili 1111 J,lrry I r II , _ i N >6.4 3 .f- `_ �� \ S% " t 1 ' 0 'hll;dr/III;�'lI'i A,n11, 'qr - r k w I__--�-__ :1 5 _ _ a' ' \ 3 - _-, i `I I 1i =- o'' `, `, I ,, _ Q 7300 2 12 035 426 `II;A, Ir,__. / � I , ,' • ' a 1 i / F r X S - / \ 1 y t / I \ w ,,;`Z;'Z ;,,l 1 1 / l m �� 8 1 S•RY / "-- %� r \y � IY / o "'//, V/ O I;III l In;l;1w 1 /_______� : 'I/ n `u. ! I'� I' I r _ a • m _= i I i" ' - _ / t(\zt sk`v'Y' �t "'15a'Wol) i °11;'11lir (1/rrlM1 I� 1 , k / - __ -- r _ , Y1 YY W ii /Ilr''/I ' r ;,Irllp F"'I i%i3Oyr 1 _"_ X N ___ - I. Oal I /,!_ ___� _ _____ °1 - _ ___ -- n'` / X - - Ot I 111a I� I W / M I() __ r i/%'N'///„ 1X11;�i it );l,n k `4 - 10 DIA. x 8 EFFECTIVE DEPTH POOLS 547 ,""%,', I 'IIA 1, I - _=- . I I° L �\ I, 40s`_(4� sq.ft. '0'\ too' • 24s• I nP4 R f� , 01 /,I,n% , , r/r �X M 7 , i R P s _ 1 .,.y/ii" , i iii'' - __-` X 1 1 II ' ` _, r i1 , r ', - \ N \\ ! I .3s ` / // -1 al / ' u /, I ` qy1 \I P I\ '� (1 ) //., rr ,l I x ' N. \ 30,90T sq.ft.\\\ it 9 z _� _ m 1 11: c1 1 k -- ' %-- % 'o� F� pgo9 ° / _'/ _ I ,l, , —/r '1 _14 �,t -_ 'i ' I'{' II ( 52.023 sf r 23' / n ' a ' - N \\ - N �_``` __£�'� d, / , L / - _ I l n II ` - 17 \ \ ) II ,- \ 50.766 s.f ��( / J 1 m IZ9,'l7' tleg.ft. c / X ` N r I N k l 1 I 6 - ato� 'e�ce �u - a II, __ '/ \ , . _ ,� / X - `?'--\� _ -"` �' �� 1 �; LEACHING FIELD 3 STORM WATER STORAGE VOLUME CALCULATION ____ ;_ , ;i ' ' L / PI A . ° �' A �_- OI ," N /�1-' o. A I� _ ro I I , _ F 7 ' °I i 'l iii', vI k ;'” j�' v / 37,232 'yf"t. 1 1 Y �. / V ` 1 i' Iti ' i %m -- __ ____ sCl I '� �, v cF. - I X ll '�i%"` Z � I n •�' X91' t / ' _ xa 1 mow_- // • • // \ �`, v`I k _ `_ tea(\>) _ i V O A (sf.1 R (rR) c ( . ) --�_ _-, - ,,, I 1„ �`,v `v o- _ __1 1 V- _ u,53ts.t J k �� ,�� V I ' ' A ;,� - "`' �(R` OA�AP5 k TRIBUTARY AREA RAINFALL COEFFlCIENT OF RUNOFF VOLUME / ' <. lul - , 1l 'I ` n '' - .l�i l • Y' V ', t1/ -_ _ _ - i X`vA`. - _ p( Pi tvs '_ _ M1 r�4 w __ I'I ' v t`I k k� i - 1 i' ` - / _ - -- ' % " _J , - \1 vv' 15000 2 12 ' ---- / I. kv ' \` , , k� " A V 1 l m / V 1 _ !____- c__ ___;' - -X� `e \ Ek`p 1 ; l 'C w / ,Irry ��� •� / '� � -`o'er__ ( 4 v DSD 1zsG I / `. _ 1,1,-. ,A' c] V ANA. \ t V ` _ , ; � - I l , 2 320 s f . S `MI _ , fPI `21 28,35 s ft.A • v k _ _ - - d` `,, , v / r, I I' m`� �• 1 q. � .v x A A n�N ' o-m_ __�_ _ _--_-_ _ - %�'' - '� ' b I`v 1, -( ♦. �` _ A 4 v ro zG J �' 6`72 ` ti L =---- �_" '�- - .-mac �sl ' N (2) 10' DIA. x 10' EFFECTIVE DEPTH POOLS 1368 LEGEND �;y t22.pze s c , __ _ n l• v�`v __ --- - - �o q o _ I �- -�. `� _ _ All oy`� I `v I ', �� m.A x �' / �.,��- • v`��6 / T \I /,' I X rvcX = 1 ,C' v �I`v - v �'N�� e Oy 3 1 A o ;� l a, v �' �'� �v — e' tr �s �r / ` + , 1 1 _1 • ,ye. I A V • • { / m A ' i1 cT m �� I ``\ �, I 1�� LF LEACHING FIELD 9 g, Iwr 1 1'b'793a' 16'42'00"W , 7 w .�' V �• • b v8. / b I 1 m, 1 X I `J VI P I I� = e //�/,�1 1 ej I 1I ` 2 . 80 • \` -�'/ /G\ 1 r m I N "( 1 ` \ ` I .v�� (\I, �3" \I' 1 Ci ``'/'/ 9. >a , 9`. 3' i \ 1 r �•> %: \ '` Ir - '2 LEACHING FIELD NUMBER a.9„ \, 06' v k k Y' Com- r �I Y _ ,\ � . .\` e I - y K n :•r 8 ,>,eaa s r _ < , . • `` e -(\']� (� \ , m A _ - Z �U-' - I ', WM' _ \ ^`\ k ,y `.I -__'= o " `, \ • O ` \' / 0 \ N _ ^r /' 'L o I I �J `I e(IIM`'pP ,,h,J ^I In_ r d4 `> �\ \\\ _ - 'Iqg�� a' \� - \ 29,572 s t� ` \ �,.� a \ • 1 o I "' L J k k / Pp tP�h'?I, - - `k „6'• ,9'\--�' I° ) `\<.\A `I\ 7 �•a \' `, z �. \ q* \\ \\` \ a \` ; 1Z4,J2� sq.ft. 1 I I' i /I' o"� \ ``"`; k5 - 1 STORM SEWER NUMBER oils 1i , '29. ' saJ91 sta • \ \ `I '\�• 0 �\ 1 . ---L - L'-''� - -____ - __ -``".``�``._r• ` ` __ ' r _ ,948.7 -_ ` - _ Z STRUCNRE NUMBER nke ! F� ' / `` `," 1 ( - \ , ° / 'I • �' k' /i �J L� `T'=�U_i�c�.-SC_"��'�U�/ =_:r __ %N7T35'40 W '\` r _ „ 1 _ i- 1 3 r I I �_I' ,\ I -<:=`_`. `- neo . - �f. �� i - _ `; I O i 'I ` /• L-- t L7 L_- 1 w� l / a I ` 1 _ PA CEL: C I j ,� i ,' _ —— ;nti \` I I " -- ; _- __/ ./ '` \ \`��I \I i •� _ 382;j1 • �. 180, , .• .\ i I N ! m XN - �Wi' -I" ,o-" ," ' 11,11 I '`___ ��wi _ w, •i k _ k r m I v - , �, PE`N S ACE I _ _ /` 1 — I � / I _ �/jl„ , o I to - , ww I r I —( I. ,,, 32,572 s\'q.ft. i't,,,\ "`„� 1 ', k m i” 2 OPEN SPACES k I r. \ / , r{ 3 • EITY EASE z 5' w B:I ;l%/;/„' I `\ `I 1 o\ \�$I I b 8 N 5,% j i MENT 2 _ rv,_' % ';,i \ SITE DATA -0.-74 8 acres . •16 'I 71 I ---- = r h , r,,, ,V \ �; ? ; k 39 PARCEL A / 128,79 '9q.fu n ' I' 1 • ; _ ` 1 �, = e -__\_ \ , L yry N7 \\ Ia I \' N }8 • - I I I 14as6 s.t. O. / I\ .moi •�..i ” / I l / b RO£ "i�--�,-,-, I/, "d` o- 3 Xu dd 67310 W` I I ' /I \\\ ' �� - ---- 5.4701 acres - R �: i' ji o;' " -'' ' - g 1 . • t9 29,454 s ft. /- y `,,I AREA 222.6317 ACRES I I `I 6t .E,I _ ,u.s t /�d I as.A I / / It, I'i o .1 ' :" , O'A:j -_�': k ,a y1 \`I 7 ''� 9 \;l .r l " I b I (' I 8'13'10 , -___ �-'- 1 -- ' >< 1 \, a /', 26, f ♦ t s.f , / °' 6"A\ I1^ o /N/�j , pa X �r \;, \, I ( ' 4 --'\ p" • O �_ I �r^.�_ I%:/ I N I ``�'S° - - r' c %' �' ' y = `! _ ' ,\ "` ` 7101 Orl " " • ` �J �t \ ''/ 1 / m -v X "` /i"''q'-# ' _-__ _ a AREA OF OPEN SPACE PARCEL A - 15.47 ACRES m 1 F formerly A i 4 -- e - /' u - X _ _ •� ` , • y, ;' , 2 P _ " ,a AREA OF OPEN SPACE PARCEL B 20.09 ACRES -a9 '^ F ,, Corlinl - k _-_----- 1 - I a / r I ' \ \`\ "'`I ' ' .,91' " '• n �\ •./ � / l �7 / �?�\60' � '• � �� r -- - ��" l/�\ F6 \\ /� I n _`,_if�' iii,,,'' /'�� �= ' y AREA OF OPEN SPACE PARCEL C - 075 ACRE 0 `\ " ' rrTln -x I\ \\ I\ l ; __ \ \ S61, r / '- - - - - 3 //i \ \`/ = ---' ' X i / '" ; In " -- AREA OF OPEN SPACE PARCEL D = L83 ACRES \ I 4.? n X I, \ / 11 a •\ �• \30,402\q.ft. ) / �) i�• • �\ ' X� `-- 11 /i!(j 1 k %%i,/�:-_-```` `__," "r ° r k �X `?, I: / \ O . I . , 4r \ -- r - l ,511"", _ _ _ - _ ,tel \\ \ \\\'\ \ I / \ Et" • //° / (/ / / . aa_ ;' .1 Q _--- /!" _- TOTAL AREA OF OPEN SPACE = 38.14 ACRES �C� �. \ \ \ . '( ` ae ` e• /�j 2 31.216 :f-- /', 8/ \ 1 p'' ' o- \4 _ i-_ ' ;`. •_',' _ �� /' ,�,,/I/ �' - `` , I 1 8gry P; { '� \ IG 7aPo los• 6 \ 30.89,2 sq.ft. / ; / / rJ ./t k 6 I _1" \ ) '2 = M 389' �,z� ."--_-__'_ _ ::'•1,,; _ ,ro \\ , ` 11 10 8 .• aa. 74 s I. / /^ 10 t -I / - ' ___-___ ;'�:, /,'lj,,,'' ___ - _ _ \ I / ; / I \ I \ 3 5 ft. / m m / r ': r r • TOTAL NUMBER OF LOTS - 30 C,-i \ ` r-- r . / I 'S r- m '�81` q- / b m %I k 5•`S -__ v .�%;. , i:;I I l ` -' . °r 0 I `I \\ ' \` / O n r� i \ \ / o I I I %I- \ i i ' � 'd` l � _ -' "� = � "' 1 � _ _ -_ i-_ _ • LENGTH OF ROADS = 5266 L.F. • o �� ��G"•-_ U' O i 3 :90 \ `I'1 / 1 h1 /�i `\` \' $ / . 1 \ \ ;' / / 34, tJ. 1 A> /G O // e7 ,�I \ I / \y / t Y X // '`�"; -" '� ' .9 l�' •�i , ' t' 1 _ ��''/ -r' /„/, - -- ZONING USE DISTRICT = A-C ��' '•, ,', II iI n 4. / m0. V' ♦ , I ..4 p5' (q,046 5 ft. l _ - , / C 1 ` I ^ _ ' '/_ __” '�' k , -`-C /� , ^r / " `'\• \ / i�• 44.9626 f. q' 5' \ 4, I' _ - X ' i 1 1 29 101�ff. I 1 _ - -- - 1 I ( LN "a , , r Z /_ _ 1 29 949 s I - - - - ,%� ` l , k 1 I n I \ r • o '4 q- I I I q \ ^� I r a - _ - -- `, 1 i =-r_ -�'%.i, I _ z s , I n t`A•l\ , r m l..• e7• \ 28, 1l-i s ft. / _ ' I r X " = C`�J_��' X iY_ m _ s __ , ,� _- -•OY ' '' I' a 0n'// \ \ ♦ I m 1 J2 �• 7 4 \\\ J I_ 1 11 • - J 5Z 11 . Bb6 ; k �' � ?/, _ sr,-i __' � /' i,' -'„ /n " _--'S �`,'I '`\ - -i:-r _ _ N t5 rb _ - - - _ _ ____ ro n' , I 1 / 31 310' sq.ft. r : 1 __ N. I n°' 1 I ,ik �'_;-' _ _ -------- "''=_____== - - %,' s'.'' o. 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'. •- 30,659 s .ft. / :- n 9 ' \ `� " _/ I (, 1.8320,%acres / I �o"` n, = -_--- w / / / Y q /� mk 'L -II �� _ " /------_ :,i,„/-% 1n _ - -r = %;i___ _ - Gm k IG I / - - 5' J n /I 52030 . t _ • FACILITIES SHOWN ' 1 I „J -” - \ ,' / ( 1 .. �. .� ' \ m. ,a ___ I,\I-_��`__ _-/ _ :,��, k ______ ,,f:': _,"=" _ _ `tsl ,,�o /r' _ - � THE WATER SUPPLY ANO SEWAGE DISPOSAL i 1 m �" - - _ - %`"': - / i E UIREMENTS OF X / \g ; t`I,;f�,\Z` -�' �G _ _ tea,/; i' �r, HEREON COMPLY WITH THE STANDARDS AND R 0 ' Zi ro ` , 1 1 I I \ , / m _ . y a,2y6 sr - 8 O / p ' 1 - - - ='-- ------ - - THE SUFFOLK COUNTY DEPARTMENT OF HEALTH S /� 1 / / _�Q 33.+/4� .00/ % 1 I IiZ2' - '.I$o"' - O �/ ERVICES 1y k I 's 1 F, n ,\ 2, II . / \ / ' - 1\ ,�'1'_ __" / _ /" \I\i: ---- - '- ' i // ,' "I _vs, _ -; i %, __ - / i" i n '\ s / _ = n ,r n n I 2 + `I \ 8 \ / L.,zS 1 ..\5 , I o , / k ;:7=: - - _ -_, - ' m`, n N,, --ti I I , 1 / \ Iy r n L�,,i • -' . �" I/ ' _ k9 - __{ ' T` / , -N ; o.' ,` it 1 if - --il _ k r I 'f N / z N tz - ='S _ - _ ;'', --- M , It,k 8FN J; 31,29,8 /- - to L-26 i - - _- - - - __ I _ "' _ _ `I _ 36.347 s.f F..r _ _ - /' - - o �' bA I \ I \ I ! _ - "4111'1��_' !___ , \ ' , / ' N J W , �. 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N0. 45893 ca\ 4, 6 (" a `ntm E, (� \ m X / \ '".. 1 I ,-- ° 2s I T - 6. .ry %/ „ moi. 1 ''b',,i�i,""', , J I' `` la' I, II " , I k \ c / `F` "A-v`, I Z 2 :SR. /z; Isk Hous[ 2.3953 UCres rq X \ \ 1 I / ' ry O �% I I/ I OS I X ,,',,s, ` II \, ` '1 N I I THOMAS C. WOLPERT, N.Y.S. P.E. 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LS NO 49 17 a: S,� \x \ II \ ,I k - '`v ' i' k k \ - X `mk k h in Y- _ L=295.56' r � �.' -'� �„ L 2\A \\`e\s ej-,/ "'\ �X d: `A,/ V \1 HOWARD W. YOUNG. N.Y.S. LS. NO 545893 C� O ___ - ' , _ " '' _ - ,N '' '','/ /L-iUU�� /I' N' U, - __--____ _ , " I I\ `v _ �-_ '<_ / ` `6 Pit.. `,- t\ IO/�/ 4589 "t� rte' ,���� �_��:�������� k _ _ -rf \ ' / - I O z •° `I I - - ' }I1'\ ' I - �.� r n t l I 1 k �1 \`\iC I (` •5r I J __ p �,�\c 41 \ ' , _ - ' �I y` _ _ V'I%"/, r _ - _ - / III _ 1 I — r, ° 1,// `_ '`y�Y lOLA1Y„`� 2 _ - _ _ _ - - _ -- -- k ` , , _ - -- _ _ _ - o \ \ ;" -------- I -' '-- _ ``` - . I F, ! -- b - -- - -- - k - - -' ;' m��; / OWNER \ ,\ `\ '` `\ 1n 1 \• I / -7_- " I I N r _ ^o+ n m w t`" ' ' ' `` o V at k `` � la'`` , r"I _, ' N I\ _ ________________ _ --- __ _ _- I I I a-, ,� ,ms C.�U ,`, `�L�`�:_JL� �� '` ___ _ , S - > I , I ak _ _ - _"_-- . _-1 k i I II fit- UUL���UJJ '" r�SU�Ut-��o �'F \� �'��� LAUREL LINKS. LTD. I\ (\ , , I\ k I\ .\ I 1 .__ `- `____.- :' - _--_ _ __ I , , X I A- m _ _ --_ JI _-____ k ` . c r ad \ C/O CHARLES CUDDY. ESO. q __ ` ` ` _ ' x 1547 _ / i _ i, _. . ___-_- ___= - y _ 'I / RIVERH K 11901 J \\ •t `, _"___ .� _-____- __ -_- - n `I, i "\ ______- ___ ___ � �, -_' 0',\��" ��� EAD. NEW YOR k - _____ _ _ _ _ ___ >C X— _--___ - k ___ k __ - J - \' `, _\ _ A I 1 / ., i m N °0 r/ � �� , i /� r 1 \I `h `-. I / - -- _ ``_ -_ --_-- ---=- � ' I _ k� p, `` , � `'I // '�✓O a ��j �7 ff-9�® UBDIVISION MA Mk \\, `\_ - '- - --- k ( \ I "' k k ' � c c� o 1, �. ;"`\ y \ I -- -- �-------------- ^ ------------------ ------- ; ' — --- k e ti --- I ��';�at `�` N� L U R E L LINK S - x `N I rti _-- ._i- ,I I m D ro 11 v - `1, k-,`I 11 / O .\Q K /� \`, \ k I m i 1" - I II o `\ k m k f ' l Off` G' �z, `S' /_1 „ ` \ m N k _ e. " °j ° i / __ X \ k k I r oK - A Matolk C, Town of Southold --= _ k k x \; , ' k /" - -- - - ", _ I --- -- e I I' N 0- I ° \a 5o\ao '-n s� t Suffolk County, New York \ - k ____`\ _ X . `\ 'A `I 1 ,° l - h ro i i/ n , I k --- - k k' m ; I e `\ Nz \`I,/ / (`. `\ \I 1 i, '1 : X _-- n n, ' ko IV `` X i l ,Io i' n^I I F,,z c G , z��-_ 1000 - 125 04 24.1 a`•€ , I `�``\ n l ti I k ", \ G 1000 0 b" 1 v `, h� I i \___ , k ; l I I ° 1000 125 04 21 9= \ x ,y \f1 n I I \ I - _ II i n I m -___- `�\ e7 I I _ X 100• / .p 3 C1 X `. , '--- -35' _ m I r o m ro m - '' o` �- 1000 125 03 13 2i� k 'I i\ :- _ k r 'h "' l I `' i P° CO /\ 100 125 03 15 y-fid \,I , --______ - _ 1' _-` __ 1', i 1; I k k k -- I I _' `-___ Q° 'I^` \o County Tax Map oiwict 1000 sectmn 125 em°k 03 t°t 17 1 X , \ t �c—����� �:1--� - ----- C'��c--x� I k \ C_-1k,u Ir��-�c,--� , . , %d" �r c` a€ \, ' _ - 1 I _= U N16' 10' ----- o " i __�-,, m `I ; , `N k`5 Q oze Oz / - ' kn ` _ - k _ - __ _____ b km - 3- --- - - ------------ ------- - k __ k b - - ' (` me a mce aF IAMN "' 'y /3 1 k 25 � X X �. 1126 3D 'Lo 31 ��I _Lat 33 L l � -` �--`.ate i ' I �� I � ke £B -0 LAN -- =- ------ `�°DIIr b OAD & DRAINAGE PLAN X _„_- '�' I o " FINAL R a= / `` , I / L-'______ 'I{ m s a ,,L o -_,Lot 3v1,.)� ' h5` _ 2813.61' - -- __ - - X246 = _=c� _ ` \ t , -__ �`/' �� , f' I 1s-'J I Q f.3 4.5 - I- - / m J V n 0 ,I _ - ___ I/Ilr�l�o�� c-J' 1 1p �>` i I Ni/9'4�j,.0�i'W� - DRI VG - I - c L� 'd. I \ b 11 "' i ' °II l I � `\ / N Lot 3 I �❑ I 15 k I--- ^ `-r- ' 1 ka b I "L6 _(� __- - _ - - _ � IJ I � 1 q i - 6 GRADING 8c DRAINAGE l V `�1 " I I M I , l ,d`,t' 1 r r \L t 8 ,�-J of 9 i I Lot 46 ry o S__ _ v N i .,k 0 5 1 k _ --` _____ `C1 ' I �t,`,I ( _ t�vl AR _ 'n , S dlVl 'On ''L '. �� W k� I `L I ..4 I 1r� , Cn k L t 47 V LUj`aa -bet 49�(" •_-,, k ��= I l�- `L•Pt 5 I ` X I 1 CO j\Lt IEstaIe U / ," `'`e _ __ Q l - I, - - `� oI Lot Lot`5t N `.\�' - - -_ - "1 ry ` lL' ' r _- 6, nLot 40 ok 41 / Lot 42 t 4 q Yot_AS_ �� I `+' \ ' y1 i�I r k l ' ,`I\ _ (` _ _ SU Olk C U t NO ' 48 r1 - JJJ _ L 44 , \ 1 'I r I It/ JULY 18, 2001 0 --1 - C 2?� Q Z' 1 - -4 I IS �h N , _ k r i . 1 ----- G n ('� : , rJ i „-.-_jam 11 X - - - r '1 i \ `, I __-_ a- +--`35- =/ - I I `1 ' `7 1� I ( Sub 'Faj L 1 I ' 'i\ "' Lot 5 Lot 4 Lot 3 ^JAN 18 2001 rQ -- -- ' 1 ` I J �k' ` 1- W_ ' C� I states" v % I - �I k I -, - __ _ - , �; k' 1 , "Laurel \ n 1 - i a �`1, �\� ` 334k X364 - _ _ _ ' ___ I I mk �, , " _ DEL;IMAR Umpvt. --- - -__ - o 0 Young & Young, Land Surveyors HORIZONTAL SCALE- 1 inch = 50 f' 400 Ostrander Avenue, Riverhead, Nevi York 11901 1�uttnq CENTER LINE PROFILE "LAUREL TRAIL" - [STATION 10+00 TO 28+00] ` VERTICAL SCALE. 1 inch = 5 ft. 516-727-2303 nttttg Alden'. W. Young, P.E. & L.S. (1906-1994) Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Ali plmning STA: 10+00 PI STA = 11+00 PI STA 13+00 PI STA = 15+00 PI STA = 19+00 - PI STA = 23+00 PI STA = 27+00 STA = 2831.03+213 Jahn Schuurr, Land Surveyor ELEV. 15.11 PI ELEV = 17-11 PI ELEV = 25.40 PI ELEV = 29.40 PI ELEV = 31.80 PI ELEV = 29.40 PI ELEV = 31.80 ELEV = 31.03 enymr,r6rs K = 46.62 K = 46.62 K = 35.71 HIGH POINT ELEV = 31.72 F LOW POINT ELEV = 29.47 HIGH POINT ELEV = 1. HIGH POINT STA = 19+00 LOW POINT STA = 23+00 HIGH POINT STA = 27+00 On 8=:0 S�ror_. _ K = 41.67 K = 41.67 K = 41.67rF+ E yah" in Yb + n Stl 8 b E< . � MANHOLE STA = 28+27.58 MANHOLE TC = 30.99 STA = 25+50IE = 26.12 N EXISTING GRADE TC = 30.80 IE = 22-16 E,S IF = 23.54 0.60% � � - - � - - - - - � - - - - 0. LO9 - - - - - - - 0. 0% _ - - - - 35' OF 18" 2 ® 1.000% TO 2 2 85' OF 18 OOye 16 CATCH 30 BASIN CATCH E 15 14 a 1.0007 72 7FINISHED GRADE T = 20.4 Tc - zs.e IE - 25.6 ° rc / 247' OF 78" ® O.SOo7 4' OF 18" ® 1.0008 36' 18" 275' OF 18" ® 0.500% ® 1. 007. 168' OF 18" 0 0.500% 1 0000%% / 52 OF 2 ® 17 A' 52' OF 18" 3 CATCH BASIN ® 1.000% STA_- 23+00 ''I 1 7 LEACHING FIELD 3 TO 26.64 3587 1 1 STA = 16+18 IE = 24.78 f OF 1$ ® 5. 5 CATCH BASIN 8 IE = 7.a s7 Ti�w STA = 14+10 CATCH BASIN TG = 26.50 CATCH BASIN 2 ;� "s -/ STA = 12+7s LF IE = 225p 16 s 1 - TG = 212, STA = 16+00 2 TG = 29.17 48' OF 18" ® 1.0007 IE = 16.72 IE = 24.91 ALL DRAINAGE PIPE TO BE HIGH DENSITY POLYETHYLENE PIPE LEACHING FIELD 2 CATCH BASIN � �� STA = 23+00 STA = 13+65 TG = 28.64 1 TG = 26.00 1 IE = 25.14 k 'ga 3 4 6 IE = 21.98 9 _ z - a3 CATCH BASIN CATCH BASIN CATCH BASIN CATCH BASIN STA 10+58.95 STA = 10+58.95 STA = 12+75 STA = 16+00 TG = 15.48 TG = 15.48 TG = 23.20 TC = 2917 au IE = 11.50 IF = 11.98 IE = 19.20 IE = 2517 spas 3��y DATUM ELEV z 5.00 r � � m am Oto On mn n0 00 d' O m0 00 d' O 00 a0 d0 c00 LC (7N O � O 270 ta0 00 00 00 or 00 00 O m0 a0 00 ta0 a� N r0 NO n0 1O ON OM m .2 N � � o m � coM � r ifl0 � � . 0 LL] 0 ON � � NIS � � d- N 1f1 a1 I� [0 On 00 Oh 0 � Oh 00 017 BUJ n0 ON CD LL] f� l� OJ 1a a1N m01 it] tO 1pO � ^ 0m n Om 00 Oh Om 001 Om 00 00 O � O N � N � N .- N � N � NO NO r'10 n0 nm nal n6 n0 NO n0 MO 1'] � n � n � n � n � n0 n0 N � N � r'] N � N nN nN r`1N NN NN nN nn nn �"1n nn nn nn nM nn nn nn nn nM nn r"IN nN NN nn nn nn nn nn nn MM nn nn nn nn biz€ . ,y 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 28+28.20 o CENTER LINE PROFILE "LAUREL TRAIL" - [STATION 28+00 TO 34+27.48] HORIZONTAL SCALE. I inch = 50 ft VERTICAL SCALE. 1 inch = 5 ft. STA = 28+28.20 STA = 29+48.71 PI STA = 36+00 STA = 36+51.17 STA = 4331 7.48 27 ELEV = 31.03 ELEV = 30.31 PI ELEV = 26.40 ELEV = 26.71 ELEV = 3127 LOW POINT ELEV = 26.47 LOW POINT STA = 36+00 K = 41.67 €8 o�fr MANHOLE STA = 28+27.59x@ ' TC = 30.99 - - - - - - - - - MANHOLE IE = 25.12 N MANHOLE €ag_ IE = 22.16 E,S TC STA - 31+11-47 " EXISTING GRADE STA = 3a+oo s e - - - - - E - 7.o eo.63 MANHOLE Tc = 2.01 _ 9 STA = 34+50 IE = 22.01 E a&m TC = 26.77 IE = 17.25 S,W - - - IE = 19.08 I -0.60% - - - 0.60% 2 es' OF 1a" 14 ® 1.000% To 2 2 rlE = CH BASIN 13 2 36' 0 18' 3 \-FINISHED GRADELEGEND = 29.64 a 1.0 0% 25.64 2 3fi' F 18" 2 2 CATCH BASIN 1Q ® 1. 00% 7 STA== 40+00 LEACHING FIELD 36' 0 18" 200' OF 18" ® 0.800% TG = 27 B7 2 LEACHING FIELD NUMBER ® 1L . 00% IE = 23.61 ' 168' OF 18" ® 05007 105' OF 18" ® 0.5007 2 1 STORM SEWER NUMBER 189" OF 18" ® 0.5007 STRUCTURE NUMBER 15T OF 18" ® 0.5007 4 _ o 157' OF 18" ® 0.5009, 2 206' of 1a" 00.6007 _ CATCH BASIN 11 2 2 � STA = 40+00 3 3 CATCH BASIN 9 6 130' OF 24" IE 23.97 239727 7 - STA = 30+00 2 2 TO = 29.17 CATCH BASIN CATCH BASIN 6 g 01.11 s7 To 2 IE = 24.43 W STA = 33+00 STA = 33+00 END SEGTDN 1 o a IE = 21.32 N,S TO = 27.37 TO = 27.37 CATCH BASIN CATCH BASIN IE = 2337 IE = 19-86 N,S IE = 5.80 ENGINEER'S CERTIFICATION ° IE = 23.01 E STA = 36+00 STA = 36+00 TG = 25.64 TG = 25.64 2 E = 21.64 E = 21.28 N • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN 12 IE = 18.29 E,W THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. HEREON COMPLY WITH THE STANDARDS AND REQUIREMENTS OF GATCH BASIN ALL DRAINAGE PIPE TO BE HIGH DENSITY POLYETHYLENE PIPE TCA= 29..17 D - C�OF NE6yY IE = 24.79 x10 170 ro 0 I� 0 m0 O no NO 00 in0 00 1D0 0 00 NO OIC m a)0 n0 00 00 NO ISO 1110 00 � O 00 rv� 0 ro O I abgs� ON 00) NO M MO � r � 7 u] r- � m mN cON n01 m (0 Ian a) O I� h OQ n0 nn N [0 � m NN NLL1 nm � .- na NIS CO 11 13 h0 n 6.25 n n o n o O n O Moi n of �' of c' m o od � o r o n o r 66 o ai I- � n ao e6 o3 O1 °� of O - o n n HOWARD W. YOUNG, N.Y.S. L.S. N0. . 614 n {l, agaF nn nn nn n nn nN NN nN my nN r'JN MN MN nN nN nN nN "1 nN nN MN nN nN nN nN nN nN nN 1717 nn THOMAS C. WOIPERT, N.Y.S. P.E. N0. 61483\ (a 61483 4a �S1� sig 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 43+27.48 U.S 28+28.20 29+48.71 36+51.17 aW SURVEYOR'S CERTIFICATION • THIS MAP WAS PREPARED FROM TOPOGRAPHICAL SURVEY AND BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. NE HORIZONTAL SCALE: 1 inch = 50 ft. '` W. CENTER LINE PROFILE "LAUREL WAY" HORIZONTAL SCALE: I inch = 50 ft CENTER LINE PROFILE "LAUREL COURT" nD r7 y�Y� W. y�y� VERTICAL SCALE: 1 inch = 5 ft. VERTICAL SCALE: 1 inch = 5 ft. ti 4"610(_41 � " l'�riv�a�C-� ' -- STA: 0+00 3 PI STA = 6+50 STA: 9+65.05 JOHN SCHNURR, N.Y.S. S. NO. 49517 � STA: 0+00 PI STA = 2+00 STA: 5+07.30 ELEV: 26.71 Tj ELEV: 25.9fi \ ELEV: 31.03 PI ELEV = 32.23 ELEV: 30.31 CATCHATCH6 BASIN] 3Ss LOW POINT ELEV 2522.90 HOWARD W. YOUNG, N.Y.S. L5. N0. 45893 4$$93 art. HIGH POINT ELEV = 32.15 TG = 22.07 LOW POINT STA = 6+43.75FbLAND$`�� HIGH POINT STA = 1+99.49 I = K = 31.25 ° K = 40.82 CATCH BASIN MANHOLE OWNER EXISTING GRADE STA = 3+00 STA = 5+16.08 TG = 24.08 TC = 23.61 CATCH BASIN '" m " LAUREL LINKS, LTD. + n + n _ _ IE = 19.72 IE = 18-66 + �, STA = 6+43.76 C/0 CHARLES CUDDY, ESQ. TG = 22.07 - IE = 22.Dfi ^�- S P.O. BOX 1547 RIVERHEAD, NEW YORK 11901 - - '- - - - - - EXISTING GRADE - - _ _ _ - - MSION MAP 0.60% -0.629' - -0.60% SUBDI 35' OF 18" 85' OF 18" 4 1.00% LAUREL LINKS ® 1.000% 7 2 FINISHED GRADE ® 1.000% To 2 MANHOLE 14 CATCH BASIN 11 6 5 FINIS ED GRADE At Mattituck, Town of Southold Tc = 30.99 TG = 29.17 3 Suffolk County, New York 2 IE = 26.12 11 IE = 24.43 W CATCH BASIN 2 IE = 22.16 .,S IE = 21.32 N,S 2 STA = 3+00 213' OF 18" ® 0.5009. If 15 13 TG = 24.08 121' OF 18" 0 0.5007, 5 CATCH BASIN - IE = 20.08 36' OF 18" ® 1 309% TO 1000 126 07 1 �. STA = 0+23.34 CATCH BASIN - ® t 0007 j i000 its oa 7.i.t k OF 24- ALL DRAINAGE PIPE TO BE HIGH DENSITY POLYETHYLENE PIPE TG = 30+2 STA = 4+73.00 END SECTION 1000 125 03 21 IE = 26.47 TG = 7.9.64 - ALL DRAINAGE PIPE TO BE HIGH DENSITY POLYETHYLENE PIPE IE = 17.00 1000 125 03 15 3e�" IE = 25.64 County Tax Map oistrlct 1000 section 125 emek 03 )0117 9Qs" DATUM ELEV DATUM ELEV Fax 7.a.oo 15.oa mit n N � N � N m � a F, " � �� � � n � m ^ " � FINAL ROAD & DRAINAGE PLAN a> n OM OM OM OLL] d-N mr- n] at Nm mn I� � r 0 � cpm nm OV7 coN NO) r � nM h0 NIS hd- d- � nm nn Om � n Ism OM �m mO OM Oto Om O� 001 a1 t0 � C1 nm Nf0 m N OaJ Oto ejui Oh m0 07 COQ m < t` a rKl tan mn U) N [O � cO eM- I� � rQ m1[] m1[l . ro Q � Q � Q � Q N n - N � N1 � n 0 n 0 rv] M N n N M N n N n N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N n t n n n n M n n n n n n n n n n n n n M DETAILS 8c PROFILES 0+00 1+00 2+OC - 3_+00 4+00 5+00 5+07.3, 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+65.05 - JULY 18, 2001 MAR. 81 2001 MAP PREPARED SEP. 12, 2000 SCALE AS SHOWN JOB NO. 97-0717 Z Z OF 7 - DWG. NO. 97717_6nctload I .p I o 0 Young & Young, Land Surveyors 3�uulttJ 400 Ostrander Avenue, Biverhead, New York 11901 516-727-2303 II1I1tfJ Alden W. Young, P.E. & L.S. (1908-1994 W Howard Young, Land Surveyor Thomas C. Wolpert, Professional Engineer John Schnurr, Land Surveyor 0Inn Tog Lug'wa:ng HORIZONTAL SCALE- I In = 50 ft Ye.a GRASSEY DRIVE SECTION (EMERGENCY ACCESS) N.T.s. CENTER LINE PIPE PROFILE PART OF STORM SEWER NUMBER 1 VERTICAL SCALE I neh = 5 ft. _ P 'surueyin9 Emla y¢se o:!'s LEACHING FIELD 1 MH-1.1 POOL 5 srA — 2+80 STA = 1+28 TC - 13.00 R.O.W R.O.W. EXISTING GRADE TO = 15.50 IE = 9.34 UNE UNE IS = 12.0 FINISHED GRADE SEE sITEPLAN LF 25.00' — — 1.5 42' OF 78" \ 48' OF 24" ® 0.7149. 26' OF 18' 0 1.000% 78" 7.0009 —� TREES TO BE TRIMMED SO THAT A HEIGHT OF 92' OF 24" a 0.7149. 14ABOVE DRIVE IS CLEAR 1 3 ALL DRAINAGE PIPE TO BE HIGH 1 0 CATCH BASINDENSITY POLYETHYLENE PIPE 1 STA = 0+00 7.50' - T50' ( T48 L O = 15.50 END SECTION LF STA = 3+27 50 LF LF 1 1 1 4j0+95.69 1.8 IE = 9.00 LEACHING FIELD 1 LE1 LEACHING FIELD 1 POOL 1 POPOOL 8 STA = 0+25.69 STSTA = 1+88 TO = 16.00 TO TC = 1350 IE = 11.24 IEIE 10.00 E I ,,,NE V/ ` IE = 9.50 W DATUM0 -5.00 €iaV aM O Inn m Coo IInno Go GO Go }' TOPSOIL & SEED a N N] N IT, W§ :gez 6' STABILIZED SOIL BASE 9<Ap aB- 0+00 1+00 2+00 3+00 4+00 . a �=- €.a I �mvR e6FR - a ROAD SECTION N.T.S. SAY PLAN & SECTIONS NT.S. POND LINER MTs. LUICEW 0 50' —a.OQ' —10 00 50'-0' R.O.W. Do Do BI 'S' 4" TOPSOIL & SEED 5 0 2O D A oo ppp w q (IN. 24" BENTONITE ENHANCE 501) 15'-0" -10 8 � w PERMEABILITY, K = 1z10-' CM SEC gg ce 59 ggpp pppp pppppppp SWICEWAY� 12'-0" 2._0.. 2•_0.. 12.-0.. I GS 00 080ED HIGH WATER MARK yew B By---�I — ; w 3w PLAN o w WATER MARK __ s ORDINARY ATE - o in on DRAINAGE to Do B o I - H 2� DO�x DRAINAGE PIPE ED ASPHALT PAVEMENT CONCRETE HEADER CURB Do PIPE PENETRATION N 2� OOo z 2.000 GRASS SWALE B GRASS SWALE _ ____ '�- -• -1 ' —III - BOTTOM --_____-______________--_-_-<__ =1 1= 41 SAND/BENTONITE MIXTURE OR PURE BENTONITE LEGEND -- I= --- LEACHING FIELD H.I W. R.o.IN 400 2 LEACHING FIELD NUMBER UNE UNE SLUICEWAY STORM SEWER NUMBER SECTION A—A SECTION B—B STRUCTURE Z STRUCRE NUMBER ENGINEER'S CERTIFICATION • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WITH THE STANDARDS AND REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. w I aQI: F-77CONCRETE HEADER CURB & PAVEMENT HOWARD W. YOUNG, N.Y.S. LS. NO. 4589 m �SS1� 'i b<ee NTS. STORM WATER LEACHING POOL N.TS. STORM WATER LEACHING CATCH BASIN NTs CATCH BASIN NTS MANHOLE THOMAS C. WOLPERT, N.Y.S. P.E. N0. fi148 �� P� bz-F N.T 5 61483 e"s:g o� 3000 PSI PRECAST CONCRETE $e`= C.I. FRAME & COVER - CAMPBELL CAST IRON CURB INLET BOX AS MFG. BY SUFFOLK FOUNDRY PATTERN NO. 1007C, OR APPROVED EQUAL CAMPBELL FOUNDRY, PAT. NO. 3407 CEMENT OR APPROVED EQUAL 3000 PSI PRECAST CONCRETE SURVEYOR'S CERTIFICATION PAVEMENT STABILIZED GRASS SHOULDER GRASS SWALE (ON INSPECTION POOLS ONLY) OR APPROVED EQUAL MANHOLE AS MFG. BY SUFFOLK FINISHED GRADE 6000$0y0p I / \ CEMENT OR APPROVED EQUAL HEADER CURB 2'-0'- 3000I tltlBl ( 1 • THIS MAP WAS PREPARED FROM TOPOGRAPHICAL SURVEY AND P-S.1.o 2B oATS ' NIMQN ago ga oSG 1 BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. 6� FINISHED GRADE 4' TOPSOIL & SEED GROUT AROUND S ENTIRE PIPE I PRECAST S000 WALL RING DRAINAGE PIPEI Q• y PRECAST OR APPROVED EQUAL C.I. FRAM &E COVER- CAMPBELL p ' A -wo _ FOUNDRY PATTERN NO. 10078, ���,Q[•� = L CAST IRON FRAME & GRATE OR APPROVED EQUAL 1)� • ' - �- � f � ,hX v�.��K +.1N�#k�S; �4X' 3 Il+�Y71 AI I` CAMPBELL FOUNDRY, PAT. NO 3407 y CA PBELLAPPROVEDFO EQUAL JOHN SCHNURR, N.Y.S. •L N0. 49517 Q 1 \ \ ASPHALT PAVEMENT - HOWARD N YOUNG, N.Y.S. LS. N0. 45893 PRECAST TRAFFIC TERM GRAIN RINGS ALLOW 3• FOR FINAL FINISHED GRADE .L. FlC BEARING SLAB � \`• 45893 J� \ ECSTNG MATERIAL 3 t 1/2' WEARING COURSE AS MFG. BY CARLSON ADJUSTMENT OF FRAME - AND3 -' —I — • -R �! — — ' 2 1/2. BINDER COURSE PRECAST OR APPROVED O— — UAL E FINISHED GRADE y_R 3000 P5 1 PRECAST CONCRETE 0 f FINE GRADE O®❑ � TRAFFIC REARING COVER OWNER ❑ O 4' COMPACTED BASE COURSE ®[7® _ E DRAINAGE PIPE 3/4" STONE BLEND OR 30D0 PSI PRECAST CONCRETE TRAFFIC BEARING COVER 3000 PSI PRECAST CONCRETE LAUREL LINKS, LTD. CRUSHED CONCRETE 4 COMPACTED BASE COURSE I S O 3/4• STONE BLEND OR ,Rao QiA O BOX AS MFC. BY SUFFOLK C O CHARLES CUDDY. ESQ. 6' STPBIUZEO SOIL BASE CRUSHED CONCRETE I- •'{ MANHOLE AS MFG. BY SUFFOLK / �•� CEMENT SIORRAPPROVED NEOU L CEMENT OR APPROVED EQUAL P.O. BOX 1547 n RIVERHEAD, NEW YORK 11901 6' STARIUZED SOIL BASE NQ7E LAl IIJI SUBDIVISION MAP 1 PROVIDE 3' SAND & GRAVEL COLLAR ALL AROUND LEACHING POOL n n 2. EXCAVATION SHALL BE 6' INTO VIRGIN SAND & GRAVEL STRATA. NOTE NOTE I MtMU_REINFORCEMENT MLL NOT BE REQUIRES To A I WALL REINFORCEMENT WLL NOT RE REQUIRED TOA LAUREL LINKS GLT=TH of s'-c'. GwTx aF s._0. 2 DEPTHS GREATER THAN 9'-O' SRALL HAK tNBE 2. QE .E GREATS THAN 9'-0"STALL XAK MIRE FABRIC CONCRETE REINFORCFAFNT Y112'. 1 D 2 FABPoC CONCRFIE REINFORCEMENT -Ai.HKIR 1 ANG 2 f 1 = LEACH rvG PaOL WITH CONCRETE LAVER - �� MIN. vERneAL mREs - Ir ae. 1/z- Mw cow+. NTN-w ,r WRFR- to' G.B. I/O Mw. eowe. A{ MO{{ tIJCk, Town Of Southold Nv' > 3 STEPS REQUIRED MEN OEP1H DIDEEDS T-G' 3 STEPS REQUIRED MEN OFPTI WEEDS 7-d' 1 1 1 = LEACHING POOL W1TH CAST IRON FRAME & COVER REINFORCED PRECAST CONCRETE JI LEACHING RINGS TO TEST 4000 PSI Suffolk County, New York i�•/� = AT 20 DAYS. LEACHING POOL WGRAM CAST IRON FRAME & GRAtttlll L1® �00 1000 126 07 1 I ®0® 1000 125 04 21 Ft�3 1000 125 04 24.1 6A ,Roo oIA 11000 125 03 13 1000 125 03 15 County Tax Map olscnot 1000 section 125 Blue% 03 Lot 17 B=MF Safi= 4T PLAN s LEACHING POOL WITH LAST IRON FRAME GRAM FINAL ROAD & DRAINAGE DETAILS & PROFILES - - - JULY 18, 2001 MAR. B. 2001 MAP PREPARED SEP. 12, 2000 SCALE AS SHOWN JOB NO. 97-0717 OF 7 - DWG. NO. 97717_final-road O I 0 Young & Young, Land Surveyors 400 Ostrander Avenue, Riverhead, New Pork 11901 516-727-2303 Maung hg Alden John Sclpert. Laud Sone Engineer Howard N. Young, Land Surveyor gou Thomas C. Schnut, ProjessSure Engineer or 'Lnnnm9 FF�a Fnginrerivg �a 36wo Si¢ueying ��9e aL=$ xilp LAUREL TRAIL TURN—A—ROUND N0. 1 SCALE: r'=4o' INTERSECTION OF LAUREL TRAIL & LAUREL WAY SCALE: r=40 / \ 0 / 14 2 LF (1 \ 2 1 29 1 2 ' 2 s / . 0.42\sCC>,� �� 11 a,ES '' � 2g8� "72 � o. �� \ • �.' 13 = I 3Q/2 �i9d � � ag�a 26.00 2858' . 1 ,•� � . .o' 'S/ � 2 ae` 283 289 6 v25-34 @g a oz8j 28.09 \� 28 sown ffi LF 0 // 1 0 25 , s � \ \ I \ \\ 27 26 \ I v ve =6e a Xo a3�e LEGEND INTERSECTION OF LAUREL TRAIL & LAUREL COURT SCALE r=4o• LAUREL TRAIL TURN—A—ROUND NO. 2 SCALE t"=4o LAUREL COURT TURN—A—ROUND SCALE r=aG LF LEACHING FIELD Z LEACHING FIELD NUMBER 1 STORM SEWER NUMBER STRUCTURE NUMBER 0 1 / 1O ,- - - - - - 1 / / \ ENGINEER'S CERTIFICATION I \ 13 • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WITH THE STANDARDS AND REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. \ / 5 // �• �i1� r €a� " 5 HOWARD W. YOUNG, N.Y.S. L.S. NO. 458931' THOMAS C. WOLPERT, N.Y.S. P.E- NO. 61483 Tf'� 6145' E��Lp n 26 RO 23 X600=. - - - - - J $ 5 \II / 5.75 � SURVEYOR'S CERTIFICATION \ 2 20 \\� / I '\ \/'/ • THIS MAP WAS PREPARED FROM TOPOGRAPHICAL SURVEY AND 24.7 2¢291 p0 BOUNDARY SURV€1• PREPARED BY US IN SEPTEMBER 1999. 0.02 916 \ s \ / JOHN SCHNURR, N-Y. . AV NO- 4 7 HOWARD W. YOUNG, N.Y.S. LS- NO. 45893 21 \1 OWNER / I ' I I 20 LAUREL LINKS, LTD. C/O CHARLES CUDDY, ESQ. P.D. BOX 1547 I 22 L _ RIVERHEAD, NEW YORK 11901 \\ I I 1 nt° I�, I vool / \ I / 7 \ I I SUBDIVISION MAP - - --- - 7 \\ \ LAUREL LINKS At Mottituck, Town of Southold Suffolk County, New York 1000 125 04 24.1 1000 726 07 1 s„�5 1000 125 04 21 sF 1000 125 03 13 paw 1000 125 03 15 County Tax Map 1i,o-mn 1000 seccmn 125 LHo=k 03 Lm 17 1eyc FINAL ROAD & DRAINAGE PLAN INTERSECTIONS & TURN-A-ROUND DETAILS - - - JULY 18, 2001 MAR. B. 2001 MAP PREPARED SEP. 12, 2000 SCALE AS SHOWN 50F 7 JOB NO. 97-0717 DWG. NO. 97717—intersections O- .p LI Y r s�: lY=�� =C1y_ vxg Young & Young, Land Surveyors - - y♦ _- y y 400 Ostrander Avenue, Riverhead, New York 11901 -_ - - - Howard W. Young, Land Surveyor Alden W. Young,516-727-2303 P.E. R L.S.3(1908-1994) Thomas C. Wolpert, Professional Engineer John Schnum, Land Surveyor Evgmrrr,ag `:s. 8urveyta4 p ;ag N �b>f L gTION MAP pP p ;9 MNR ROAD 0;9 SCALE: 1 "=600' T \ \\�\\\� ST z P o m \ \�M m 0R� \\ MEN '\ ROAD WORK \ �\ o �G P 0 °a E Ie' r F �eu�= g�3 O (W4-13C) ♦o o zo 40 80 NO SHOULDER (W8-20C) O O ENGINEER'S CERTIFICATION • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WITH THE STANDARDS AND REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. c. o LEGEND MAINTENANCE AND PROTECTION OF TRAFFIC 11 /) SEQUENCE OF OPERATIONS: _ J = FREE STANDING TRAFFIC SIGN - HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893n (E) PHASE I THOMAS C. WOLPERT, N.Y.S. P.E. NO. 614 83 B5 b = TEMPORARY CONSTRUCTION SIGN (ITEM 619.02M) = �G ( 619.01M) WORK AREA ON MAIN ROA .S. RTE. FIC, WEST OF CE _ ( ) w 8 _ ♦ TRAFFIC CONE ITEM CONTRACTOR SHALL ERECT 1000 FL, AND 500 FT. ADVANCE PESSIONP� bF�s - - - - - - -- - - - `- - - - - - 1. WARNING SIGNS (WB-1C) FDOREASTBOUND 5 AF = R -619.01M) O TREE - WORK ZONE - - 2. THE CONTRACTOR SHALL ERECT WORKER SIGNS (W8-20C), SHOULDER TRAFFIC BARREL (ITEM SIGN (W4-13C) AND WORK ZONE SIGN (G11-2C) AS INDICATED ON o .+ = FLAccER PUN' SURVEYOR'S CERTIFICATION , _ 4 1 _ _ - � = BARRICADE • THIS MAP WAS PREPARED FROM TOPOGRAPHICAL SURVEY AND FLASHING WARNING LIGHL�. ._ BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. FLASHING WARNING LIGHT 1. SAW-CUT EXISTING PAVEMENT AS INDICATED ON PLAN. - - APPARENT PROPERTY LINE --1NEW 2 SOUTH SIDE MANE ROAD R(N.aY,S. JCONCRETE SIDEWALK ON W. (� 3. REMOVE EXISTING LEACHING CATCH BASINS AND INSTALL NEW LEACHING V - - TO BE REMOVED CATCH BASINS AS INDICATED ON PLAN. - _ - - - - - 4 INSTALL NEW LEACHING CATCH BASINS, DRAINAGE PIPE AS INDICATED ON PLAN. JOHN SCHNURR, N.Y.S. LS. NO. 49517 HOWARD W. YOUNG, N.Y.S LS. NO. 45893 �C gsgg3 JF, O 5. INSTALL NEW CONCRETE APRON WHERE EXISTINGCONCRETEDRIVEWAY 'ue��A�SVQ• MEETS NEW CURB LINE O - - - N SOUTH SIDE OF MAIN,ROAD (N.Y.S. 25). - - �}, YY 6. INSTALL NEW SHOULDER ON SOUTH SIDE OF MAIN ROAD (N.Y.S. 25). 0 OWNER 7. PAINT TRAFFIC MARKINGS AS INDICATED ON STRIPING PLAN. LAUREL LINKS. LTD. C/O CHARLES CUDDY, ESQ. TO BE REMO-VEDPHASE III P.O. Bax 1547 RIVERHEAD, NEW YORK 11901 - PLACE ALL DISTURBED S IKIND- A? D _- _ _ 1. RE AREA N-KIN _ - - - Z REMOVE ALL MPT DEVICES. SUBDIVISION MAP _ • NOTE: LAUREL LINKS 1..THE CONTRACTOR SHALL FURNISH AND ERECT APPROPRIATE CONSTRUCTION - - - - SIGNS TO ADEQUATELY AND SAFELY INFORM AND DIRECT THE MOTORIST AND At- Mattituck, Town of Southold 660 NEW STONEBLEND MAINTENE_ NCE ACCESS SAnSFY LEGAL REQUIREMENTS. ALL.-SIGNS SHALLJNDICATE ACTUAL CONDITIONS Suffolk Count New York AND SHALL BE REMOVED AND/OR_REEOCATED OR CHANGED IMMEDIATELY AS _ Y, REQUIRED IN THE CONTRACT DOCUMENTS AND AS DIRECTED BY THE PERMIT ITEM 10608.0103 NEW CONCRETE APRON_ .ENGINEER,_ - - - - - - - - 1000 126 07 t _ g+ 2. THE CONTRACTOR_SHALL PLACE TYpE-III BARRICADES WITH FEDERAL MUTCD - - 1000 125 04 24.1 5RS9 - - - - - - - - - - - - - - - - - - - - _ - R - - - - - _ - - - - _ - _ _ - - - g5-8 SItlEWALK--CLOSED-SION AT ALC-BEGINNING TRENCH LOCATIONS. - - - 1000 125 - 04 21 �_ REMOVE EXISTING CONCRETE DRIVEWAY - - _ BARRICADES-SHALL BE PLACED AT_-_BEGINNING OF .SIDEWALK SECTIONS. 1000 - 125 03 13 6a,�_ ._ % ' ars. County T Map Dil 1000 Section 125 Block 03 Lot 17 _ C ax ¢e"y5 - _ _ _ - - _ - - - 3. THE CONTRACTOR'S ATTENTION)IS DIRECTEDTOSECTION 730-5- OF THE NEW �TO- BE REMOVED - - - - - - _ - - YORK STANDARD SPECIFICATION SEE ADDENDUM N0. 2REFLECTIVE-_SHEETING - 5 _ _ SHEETING COLORED ORANGE WILL BE THE ONLY GLASS '°' FLUORESCENT MAINTENANCE & PROTECTION OF TRAFFIC ALLOWED SHEETING FOR TRAFFICCONTROL SIGNS. _ - -.- 4. BEFORE THE START OF ANY WORK- )INSPECTION -WILL BE MADE-BY THE ASSIGNED - - - - _ PERMITS ENGINEER CONTRACTOR SHACL PROVIDE TIME AND DATE FORINSPECTION _ OF ALL TRAFFIC-CONTROL DE,VLCES. -: - - _ - - JULY t8, 2001 - - -, - - - - - � - - _ . - -. - - - - - - - - _. - - - - _ - - - - - - - - _ - - - - - - _ - - - - MAR PREPARED MAR. 8. 2001 - - Q=uaxuudr ssr ■ =MoxVxa+r rcuxo D�suxe sr ♦= sru¢rauxo SCALE t' JOB NO. 97-0717 70F 7 -- - DWG NO 97717 DOT