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HomeMy WebLinkAbout1000-106.-6-13.4 NOTICE TO ADJACENT PROPERTY OWNER RECEIVED BOARD OF TRUSTEES, TOWN OF SOUTHOLD MAY 1 1 2021 In the matter of applicant: Southold Town Clerk Strong's West Mill,LLC SCTM# 1000-106-6-13.4 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Modify existing haul-out slip dimensions from 24'x 60'to 24'x 72'by welding 121f extensions to two(2) existing steel travel lift rails over additional piling foundation;remove and replace existing 2'x 59'wood catwalk adjacent to easterly travel lift rail with 2'x 72'wood catwalk,and construct 2'x 25'extension to existing wood catwalk adjacent to westerly travel lift rail;remove and replace(in-place)approximately 216 If of timber bulkhead with vinyl bulkhead,incidentally dredge up to 10 feet seaward off reconstructed bulkhead to max. depth of 4 MLW,and use approx. 38 cy spoil as backfill;remove 4'x+9'portion of existing 4'x 91'floating dock to accommodate prop.rail extension(4'x 82'portion of ex.float to remain), and remove and replace(in-kind/in-place)ex.+5'x 9'platform leading to float(ex.2.5'x 20'aluminum ramp between platform and float to be temporarily removed and reset);and maintenance dredge interior of modified haul-out slip to max. depth of-5'MLW(with max.6" overcut),using approx.93 cy spoil as backfill behind reconstructed bulkhead,all as depicted and further described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated March 22,2021. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 5780 West Mill Road,Mattituck 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed.,May 16,2021@ 5:30 p.m.via ZOOM(meeeting access info attached) You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Strong's West Mill,LLC c/o Jeffrey Strong,Member PROPERTY OWNERS NAME: P.O.Box 1409 MAILING ADDRESS: Mattituck,NY 11952 PHONE#: 631-298-4739 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. Glenn Goldsmith, President ,.r0�0 CpG'� Town Hall Annex A.Nicholas Krupski, Vice PresidentT�a y� l 54375 Route 25 John M. Bredemeyer III T, P.O. Box 1 179 Michael J. Domino ® ��j Southold,NY 11971 Greg Williams "� 0� .�a�!;' Telephone(631)765-1892 m ` Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, MAY 19, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, May 19, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited,to attend the public meetings virtually via the Zoom online platform. Written comments may also be submitted via email to'the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us,, click on "join a meeting" and enter the information below. Zoom Meeting ID: 929 4246 7425 Password: 716691 • Telephone- Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit- https.//www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, , Weblink/Laserfiche", go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications", click on "Pending";'all files are listed by name in alphabetical order Click on the name of the application to view the file. BP.PED ON az16IKAL'J1RVE1'56L INE TAFT CO NK LAM)JIRVEYOR �"I /SQL��� m 15&6 MAIH ROAD PROPERTY LSE ' 9 ,fA.TS T,NY 11941 d OATLT-L NAVD 19Ba DATED MAY 09,2On D�%TO BE ¢ ' AND REMOVl6 TO LO BASED ON 6B�+AL LAYOVr BY PENCE! ✓>30raT® fi3Y.E YCEN6 AND YO1N6 W 40O OSTRANDER AVEN RMR14EAD,KY 11901 � 0� (b30 7274303,FAX(630"714144 MAP PRTPARID,OI-03-2015 Q OHANIM COVER i LAST REVIs®� 1-20-2018 SAKE MLI 10, TTM� SA7araa2.OIYO•E L16M POST %� / STRONG jfii ll-- q,- 7FST HOLE f YACHT CENTER � Ile r trr 1Y N84Y3'WON _spq — 10°'� LOCATION MAP, NF 8 =6 ¢ PERIMETER OF EXISTING EASEMEsrxE-I• 00'-0• NT ta i 4 i w�"a4i (5l£CHART BELOH FOR CUh�E AND DISTANCE) B4ri/EIVAVE 5 °'> ID COURSE LENGTH EI N 38°2746"E 26 40 txm d' RE`'wy E2 S23°30'00"E 2420 E3 N66°52100"E 469 2offe PROPOSED SITE PLAN FOR: / Ok / we 6T SfRON65 lE IWA MILL,COG sn3NART TITLE IYROAD,M COMPANY '�A�, �/ Y6nR,LT TB7, 57 CaNYOF MILL ,MAm7LGK Hr u95z TOM OF0-Ob- / SGTM�I000-1D-IOO6-134 a2 ��/j% / z �l \ SITE DATA: r l / 2 / IDY8N5 DIST .�� i V— RIcn F�IDENTIAALL LLOH DENSITY A(R-80) /�/ / allll(;Il\III� METAL SUILDIN6 ' Y TB3 TH4 TB2 a I SDRdINE ASTINSi PROPOSEDY�'•1 m 1 a 4 \\ TOTAL AREA. 3245eA ACRES RL-329559 ACRES .. O q a/ '�\�\\\\ ,� * TIE LINE ALONG BULKHEAD 0,435$54 SCiFr) HL-0,435$59 5GFTJ � u / 4D \\�\\ 6 ua (SE CHART BELCH FOR CgR 5E AND DISTANCE) R-EO LOT AREA. 164939 ACRES KG-164939 PC.RE5 TBS ID COURSE LENGTH (118,474 SOFT) NL-(118,474 SGFi) /1_ oc� C}y ��\ \\ ! -a 6u,v. TBI SIO-0658E 8l 5L 56'EW 129 0 90 M-z Lor AREA, 16 4620 S FTJ NL-f7r=6 SaFTJ /1 —m o \\\�\\ m�p5 �` A T83 S9'08 53-E 2120 HETLAND AREA. 27335`AFT HL-27=SGPT W ,� \\\\ sAe �R0 TB4 NSI-3945'E 4190 9TILDM6 AREA, 171,919 SOFT NL-MIA24 5QFT. W m O \\\\\\ TB5 S9°17'46'E 12401- HOODED AREA, 61 ACRES NO-W ACRES l \D} TB6 S80°3920 W 606 (•'! x TB7 S9°4506 E 27704' LFF��JI 3.LL �'- 581917p '3' 1\\ll\\11111 TBB S3°19'13'E 8429' Hoff, Ion W 4 InlJ�'� I Dpkt 1 1111 A T TE1 0 3f Lo S2°1678E 47 54' MACHINERY PC.LF.{.r IS PROPOSED FROM EXISnN6 BOAT sTORA6E AREA M O TBII S15 59'11'W 2627' h•'-1 Q 3.',,W IIIII II III - TB12 S13°0603'W 16676' SCOPE of WORK: a2cr3 I \ X91 F Aywu xR II IIIII IIIII �TA`> N+ AA TB13 S20°26I I'W 2475 ` y Fx AD L RETALL lE•PCRARI'Hi0'.RCN CONTROL 9Afb2�2 BEFORE IN6 YU7N NR(SffE �(V 1 PAkfrF.4T N]98aRllK FF[t•Rrc �I I�1111I1111IIIII ClOM NO VEEWUS���AREA PF TO FALL INTO MAT TTWK CAARa OR (7�� O �+[R Faab34.r I I I In I- I 2 S1£C4 PAGTION NOIE6 PRIOR TO ANY SITE HORK �] Ln%Z (IIIIIIIIII'I,1 b ewsmRs - _ 3 OMr ALL DE3 49 TO AN APPRCJW LPLAND SITE P -OU -4 CONTRACTOR OR TO VERIFY ALL DP851g6 M FlHD PRIOR 10 DE IOLI71(M Mb \ M NOM I`1\\ Gar TB7 / 6otigllE 5PRWO=5E7_SUP E011SON VRE.&M AND WJ*EAO RI3'VCEW. A DA61rAR REtOvE9.WEAD,AItaA1®PJlS/JDYNYAIOWRYaA55PfSIF®ONOWB5P1 [�] e \\1 I MATTITUCK 2 26TALLNaRvASTANO D,wsAMANCIORI r,NOnV k O 1�II III)III$'IfI CREEK 4 u�STAA1L AD�DmauL W Two�AT�YsrOwd � II'/%//'7! 5 ObTALL 6W SOL NO HANEWECATKALK.iP RW AWA CATHALIS Ax0 RAILS N7a• 7Y _� �IbIIb��91� F 5nN6 PA Rr b�COED MPACT VAREAS SPACE D15RRffir MRFALE AREA ALM6RRFAIE�FOR FILL AND� �2Y YO'� {�, IIIIIIIIIIIIII I I STORY 2 3 A 5ff COMPACTION NOTES,DIiSSP4 EIYINEER D &� SFOR FOR P2 SP2 J/� I�I�I/l� PROPOSED PROPOSED SrAvawh 4]\\ \\ // T TB8 DEMOLITION WORK IN THIS TB PAwBsg IN THIS AREA AREA O �/llllll 3 I E5 roNm rmeey �1"\II(/ �STiN6124X x 6016 HrWL OVr SLIP ">f3FFREY T EDTLM PP- \\\ \\\\\ f HITH A GEAR OPE IN6 OF 124' p q TO BE MODIFIED TO CREATE AT J A CL SNL)x 7201.6 NNR CVT SLIP H o o- � A CLEAR OPF1LIt16 OF 124'M.cJ X_6 TBI2 l 'd;O w ED Af4AREtT IBCAi HATER J V m ((11 LL— _ APPROXIMATELY 1216 LIN FT OF TIMBER �V) O Q3Z ////// \ \ / III a TEl3 I I W-KIE D TO BE REPLACED ON PLACE) .0 5EPROPO�VINYL ON V P2 Paz Q ~ O O D- / d _ I +��c �sZIr / / ^ \ v / I1Rve a sff E1W D PILE F AN5 A7VX74 — — —— / 1 )\\ "h'sR Br 3 DErA1Ls aL DH6 sPsWz J cli 7p — �—i —_ —/ / _\1 I k I \)/ / IIB -4 e+casuAvts C" W E O cN�R N&&•O TON n s. �p�—' '___. I 1 / 111 1))/ /ll oN LRe 2� N 1 N cv 7134' -3�290•W 747 u.�' 1 Isr�r am0ws IED) Ril O 12631' HT9,6'(G 45 — `/ / // / // 6 a� =vor 11 T�LINE ALONG EDGE OF MARSH F / / // ///// /// I Ir,1.M4 (SEE CHART BEIDH FOR CO-!5E AND DISTANCE) i ,•"""°9re"y='`°"I p O o YO7.79'N �..A /// /��// Hr6E I TIE LINE ALONG MARSH aP ygolXLhY ,w.«cane„mn z �yy r/, / I1 ,L /� To»,d5uanb D -52 gv`3�+g 1 ( l I�I�ILJ/j l k\@� a YIi� Ess es//TMs T.Lr�II saOBuLu3 E 17 DISTANCE vb of 800�-k4801«811.1 �N � � d �vfl mr CFE //I TM2 S81°58'34"E 8879 O TM3 S15°36'20"E 6974' O EXISTING TM4 S07°26'38"'W 5241• TM6 529°3233W 6950' TM6_ S aleagmx slxNxlmowclawawNemexmrolmxRaxlysRaalaalNne,m� saxxN,ouaIraNwmsa mreto4noyaggma.an°so.aneunG�wQmpmnmmpvn�wyy gtla ,y PAC I MS02°1927-W 8879' DNemII-611 CONDITION SITE PLAN 56ja a& n : aB llPlvs ON mmare Nan tOwabry6rys ,m7.zrz aaea prey ranege„un AREA (exWainPvreekeMsaMlegalei4syz)p�iPr natbnelrag-1Y..SgmanevF, spi80 40 0 EO 160 180 0 6RARO SCALE I80-0 &roxxemll llemllYMg.yl IlleaWdmNn.bhno,a4yp 3a.1N9I4mma I+lL+pttro>'41 MCo)moyeylA`°c°nmrvxbubR — 9 RA61,�\ )9' ear0xm1s4o�Pybaomnuwltaab�oMcnaoblte cemw�Ipsueu�rewyuuirrP�en•"mnBelwqNNmple6gminne wmn gprPlamgrProaMapLgMHm°lasg+lthlOielrlNaeetg Aaylmhnmvme ^.M1a1 of 5 o � I of�YV Y(7FJ:CIN PROP05ED ALTERATION TO EXISTING BULKHEAD V (�� Not 800272 k480 811 EAST s I I V L a l I`Aar� ,,.,,w -.<aam 80 mm E74snN6 EXIsnN6 PROPOSED AcnOK FINAL EAST Iy5 GRAVE 9RFAGE O� I orotnersm ez) �KWAD' LB15TNr LEN6THi / ASRNLT 5IRFPLE �'j TO RERAIN t294'(Wr TO 0Ur7 i atoms ane mm clo,a TO RB nom IX HALL aR RAII5 TO REM" �r I By w.:ea. m waMma m m•rna F.,am• y,. LE6'AI' 1191' REMOVE!REPLACE IN PLACE t19T' I ars NNew YahQ a 0 reaa•ns xomew.,,ers am simn Ex oltN I I tam__11ea± ryi^smms mt,emam ma. aonwreW a,•aNntaouzrzaaea•T ar Sao LEIURN tib' RB4WEl PHIACE IHFLACE tl6' / 22VOEXISTNS) �$ el.aae m.al waun Qal,Hc of uRowas m..P„wm Wo'„�,a,ars.aa REM2N'A3' t3 REMWEI R8LA1.E IN PLACE s3 /// p/ cova< tow,nw9 mnlmB, a .x•amawlaYv nwearat et mm oeamrera e0 .arw. ® I Etc.oPwI wwm mwm•re�Y me�naapaaeca�.r���. mnpeieeons�. E)a5nN6 nrBHt e)LaiFAD LEss Arra RETiha+'AI'rHlal A9'=_HALL 13E�v,ememcm rewaae w.w Y RENOVM REPLACE PaTH PROP05M VINYL ElIgI£AD 11 I I n��� I I �IIA00.52•T80]maremw•NmvmlPB EK MIYLD azea• Moa ma•e pc�m egw,R¢I9tluge EX VIHYL mjov TO PENIN i I EX N1M BLL[NO TO R@TAM TO REWN EL9 x_7b= ELELr1x EXISTING CONDITION PROPOSED ALTERATION TO EXI5TINB HAUL OLIr SLIP � I '�"ACEI I PT OF Mwu ' I seivlc9t OVER ALL SLIP ALT5� EXISTING PRCPO5ED PROPOSED ro P8AA1N I I ORIGI rO t 2A ENLARGED PARTIAL PLAN 7A¢ UNGTH, LENGTH, ENCROACHT' rr / s FOR {s R I x9g= x 44'= p I� I PROPOSED DEMOLITION B =24'WIDE ±24'HOE MtJ OD' PROPOSED iR�` I LH1R.P EXQ Rff R In C =bolo'LONG iT2D'LDNG AV SEAWARD / / I DET -NrON' ' I �a I 1 I� I I WAL97AY/CATWALK ALTS EXISTIIY PROPOe� FINAL PROPOSED � AT FJO5nN6 F�95r 19DAnH$ oocK 5 i Ia Id's LFN&M IENSM LENGTH, ETL'ROACIMENrr HALL=SUPI I O I to 5 o 10 20 so m s SEAKARO �'2A' Ia xas!© xMirDt= I ( I auFNlc scaE r,lo'a' E(EAST) ss�9' S6' m' U5199YSF LAlt,NsDYG Ig $ aw oHALL On SLIP RAIL ALTS DOSTIrK PROPO5D FINAL PROPOSED Y X OLT S IPP WTONA '� lA Q N2L 7A'm LENST* :T TM' ENCRoACIII I S © CLEAR OFENM6 OF 224' I Q U IP ION.PRED&IM_ji nun 61EA5T) ibTD' t12.D fl9' #7k12'5EAHARD 2 5EAXARD EXISTING �� L£5r TO BE MODIFIED I $ EI m A(�M STORY t-IETAL 1 MO CHOW ,�p � K , 1244L RLLJ x-12015 � i i� � •E��ANCAURINe)5HALL BE la Il o - i� HALL our SUP Yv =AND IIs®As FILL LFOH g A CLEAR OFENIN5 OF �j I f.QPLETION OF AICHORIN6 MA78QAL 5FWl BE NNAID TO AN I 4 x4D'! I Y ppFRO./�LFLAW 517E "` EAST y� MLN f /I/ A5-HALTSFFALE IN I(l EX 14 11-5 FLOATING DOCK I EX W MR -H rO IipWN NLW EAST TO EE CUT BALK AR2ROx i9'I o R04 6O i0ORE1V�N ' (ORAS ODAT ED TO I EAST TO REHAM b m t7 z44'2 M EX V 9A1�0 //1� ACC.OMhY1DATE PROPO-� SRAVEL D o , i �^�^^ / I TO PBwN RAIL Ex-(E1Y210N 1NSrN.LAnoN)1 ` A� DC G4W Hal-GVf� ro REHAM w o o�crl ® 10, ,/ p I -33• F7dOM bT lO 7978 N I I // ry EAST I SER\' '% I M w L9EE VB+3A THS x s)�- I �'/ / ° bRn asT�ACE 99 j; PAL FAST t0 ry r0 RENAIN I AI ^ /I O I ® �O RAIL RAIL 5 / U 603 8�r7jlg7la I e F 6 L� xHI! \/1 YOW EA r I O Z/uTWax II / / EtrsT I �x$C' EX t4'WA9b PORTION OF FLOATIN5 DOCK TO BE I rrl ry ,� r_�_ RB47AD TO ACCOMMODATE PROP055M RAIL I I EASrP`5 F{DAnxt; O S DocK F+1 LO w LE6 I 31 I I EXTENSION INSTALLATION(t4kt82'PORTION OF I y P I 1 I I E)05TIN5 FLOATING DOCK TO REMFJNI FwNG �! w I II a sn GONG SLAB /�- 1 IX pA.P EXISTING FLOAnN5 DOCK °K /Z- / MATTITUCK I I W } SERJILE�"iq' EXIEMW"5 2016 METAL RAMP i/ E45TIN6 Etrsrw if o1scolOccT r PLt R %L, I ') � CREEK I` STORY METAL ° I X 3 LL /! RE-CVOEOT P05T CON TIBXTIOH I I BUILDING Z O EXISTING DILAPIDATED WD PLATFORH I (NO WOE /y� N TO EE F�VAG®ON M IN PLKFJ jc 1"�I O IRfS9AAR EHAPC=9LCaSH I y p b / �-Qd) MATTITUCK %/ I EAsr ASPHALT r! ° ExIsnNG CREEK I a ro RZMWN I STORY BUILDING 1 Mo WORK) MATTITUCK EAsi / 1 a I PT OF vwL ORIGIN IX mHfL 150-00 ro R@WN O REMAIL Iw N CREEK rL'3/� �OPOc.2ID MCIDENTAL rIFlSXIN6 1 [--i EXISTING CONDITION PARTIAL SITE PLAN To— I QQ" q BJ/,y N IO'XYQ EI _4O RHiI@9R TO MAWANA $ MAC PFRO OF 4D"c E-53 HA 201 Gp�, 2uS A°H2D%278 LY LF SILTA..NV SPOIL r PROPOSED DEMOLITION SAY I /o� W"ASEIAO LL�mFSGaS b ET+sH� TO f�taN AREA OF PROPOSED A o EttX EAo ii D k+I 3 - moposWVmm6Ex61N6 AI $ o / g PROMIS OWIN AREAS OF MOON p Ex15TIN6 �' © ©U THE POOP SUP, MD PION OF N7DIFI ba _ 4 HALL M YIP, LONG 5LA0 �'i [,�� 7o 10 0 20 40 eo pF 'a 021.&Y41HIDE NEW SOFTJ P1E S 1I A6RHL LI'=XY-0O' p 7 6 ©� -5D 1N M[-63 HAYOBB] IA MAK Al ® FRO A OvF SLTJ OF b'ExBSM A BALMLL AW AVATION DI R N F/BACKFILL / 8 W BU.KFD I u Q a FSWNBTT4GTBJ DAXFEAD 5EEPARTIAL SITE RAN- / � LE" 0 £] o - _ x a, I PROPOSED VINYL B11.KNFAD,DWS SPS / sr Ex MHL RAw+ EXISTIN6 FLOATING DOCK LAGB`--�� ELEG PROPOSED L$7 PLATFORM -ETFREY T EUTI-M PF- ON F- � I I I P i EXISTING IRFZEEV AR , L60RAPIOATED W PUTFAdQ i rn O V LE6 FLAG-2 EAsr e GONG SLAB t0 .A,3�T I EDGE OF WETLANDS A5 FLA55ED ` I •JaPP�OE @ G ` O Y / PROPOSED 1216'VTM 9)LKHEAD X 90, NI BY EN-GON9I [ LTANTS ON-CNE WIT ro PrrAw G ZZ LLLL11 5 / 1! y 4 I �4 / FOR INSTALLATION MAII-5 AID RMIRB45M F-z ?- EXI5TING / SEE�AL 517E RAN-PROPOSED VWL al"EAD,DI, LL m G T Y'LW I I STORY 13UILolNo (NO Hopri Q J HT U PROPOSED I / EXISTING CONDITION PARTIAL SITE PLAN _Q BULKHEAD REPLAGalEn EXCAVATION/SPOIL - : 3 f a¢ ~ / PROPOSED WORK A 7¢y APPROXIMATELY 216 LF OF DUSTING nrmez BLLKHFAD TO BE � ,p, M t?OF EXIS NO 'UTWPIK AID1mi RAIL a P PLACE)W TH AR ROX 216 LF OF PROPOSED Ll �z B PROPOSED M DEM&DR®15IN6 ,,� �� E MXD I m lO O m 40 bo 'BEYOND EN-KFEAD REPI?CB�7T TO MAINTAIN A MAX DEPTH ?' 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L ACCORDANCE WRH AS7N AW ANY DAMA6®AREAS SHALL BE REPAIRED 70,13E //si0':Ali LTi-63't NAVLDB9) I V I SATISFACTION OF THE RESIDENT ARCHITECT.ALL STEEP.taaELTORS EHAI.L M GRAVE 2 ^ I I I I �����/// A A NDTCN FILE TO 2 IEEE�STEEL HARDWARE AS NOTED }� /\ REEVE RROERS D ALL BOLTS AID YAS16J5 FOR ALES AND BRACING TO CA-'HDT DIPPED GALVANIZED /•� �OR STAINLESS STEEL WA9etG TO CA INSTALLED ON BOTH HEAD AND TiESAD ENDS Q-1 EXISTING NA SLP•E..ADE MCH € W BOLT LOCATIONS FOR ALL RROETS SHALL L HAVE AN ED DISTANCE OF 4 BLIT K*W -(n bi 36Y NAwHBJ AREA ro FE ORHCED PROPOSSID o3 PATE CANATLTION m.At l0'x 098.7W.RATE � I I I I DIALEIES.EACH BCE DISTANCE SHALL NOT EXCEE0401T DN•EIES AT TIE TOP Ell!G5'H IP MULL PBETRATIOW ATENTIREPERIMETER A - OF THE SR X R AHD pj BLT DIA ETERS,AT THE E TTCM OF THE SIFDE.FISPeo DFB'G11• �aP/°S'HIF $ t1 PILE ELEVATIONAND10OVRCUG- -i MA TIL.b9'!HAVDb6) 9 NT EXSTN&/PROPOSED NF CONNECTION)Go ESI EA 510E OF HF EAST RAIL 5HOM W3T RNL SIMLAR ITYP FOR ALL PLEPROPOSED NorOANB)3A I I I SCALE,$'a P4 CGA OT MSSZP LE I I PROPOSED W FAR 1• DQSTIN6 NF RAR TO REMAN hal O I It A�I I I PILE ELEVATION m E-H d) b I I I I I I I �LLWV RAIL SffAAR max-I-0• N I I I ✓ m s I I I I PROPOSED Dp6TAG i O CONSTRUCTION TO FIBID N•,.' 7JJ DOUBLE PAMED GMDER PII.E TRIM DTL (POR-LK/TM(AL HF RAIL-SLHORT SYSTEM AND CATALK/,MYRFR aXF CQICSTIAN SCA DETAILS.TMs IDFG FOR PPPLIUnON SCALE,EUS'•r-0• 3CELEVATION- WF CONNECTION CONNECTION NOTES, MST RAIL 6EOH.EA6T RAIL-54MLL-R IPRE CONECTi0N5, EN6N�A IDAIB J5'°I''-0• • 4x12 CCA RAIL ORDERS TO FILE NTH(21).k12'&ALV M BOLTS AND KNEHI3F GOFSPAGTION ACCESS FJ(15TIN6 324YR x 36015 9x10 CCA CATWALK CN1nLEV73t 61RDBi5 TO MLLE W7H(2)�ktl'&ALV TNN 9 HALL LUT SLIP WTN A CLEAR OPBAIFS OF 324' 2 Rous AND HASHERS. TO BE MODIFIED io CREATE A 324Y1(NL)x 72015 BNL Hoo"11N9 HAFDiINRE TD BE GALVANIZED,UDx (BBIINb PROPOSED VINYL EIULKHEAD WALL5), Z SCA Yi.GO CATWALK/WU31AY DETAIL FOR FWARiED HARIH A R- 6 HAUL CUL'SLIP YUTH A CLEAR OPENMS OF 324'(NLJ ,_(_ 4 ALL SITPSON HPTAFVRE AND CON GTCRS TO BE STAVaEY ST®_ I M ORDER FOR THE PAVEMIENT TO BE DIRABLE,THE 9.B GRADE Myr BE FRCN5LY 5.THE EN HEER REE THE W6WTO HAVE SOL TESTS PERFORMED TO CONFIEN THE 1'1 PREPARED THE CONTRACTOR SHALL PREPARE THE SIH GRADE M ACCORDANCE HER 9IITABLIIY CF ANC PLL MATERIAL THE CONTRACTOR SHALL SPREAD MD COMPACT THEE SPECIFICATIONS,ONE,THE N45CC55APY FFANS AND MATERIALS TO PROVIDE THE THE FILL MATERIAL IN 6 IN ON MAXIHM LEFM EACH LIFT SHALL CA 00NPADTED TO 95% I # INC) I SPSAFID RESLTS.NOENN 5 N TIE FWlW1.S SIMATIAS CAN EE FORE. OF TIE CP@IM DENSITY COtPALTION L BE ACCOMUSHED AT NO IPYa THAN I EOSTRI6/PROPOSED DISTANCE�71�1 WALL AR[NLS TH+EAtE HOMING N THE FOLLOH%SH SRALL RELIEVE TE CONTRACTOR OF THE OPTIMA FD5NE COMER UP TO 2%HETTE.OPTHUH VE N1Y AND OPTIMUM I I RESPOMLITY TO NOTIFY THE ENGENEB3 OL SPFLW.PROBLES,NO N THE ED,TO FgSTLTtF LAITBif SHALL CA AG G£7EAIt♦D Bf hrSTM DSII NO RMB P TR 9I. 1(,f PROVIDE A SAID SIO GRAVEL S,(�y NOTE USE GALVANIgD AF7_Typ 1I I 2 USIN&SOL TEST DATA 6 FOR UNSTABLE SOURS DTII LESS THAN 250 PSF COHESION OR RTiMATE BFARUG AND CONNECTION HARDWARE,TYP r--1'T A AT ITS OPTION THE ENGINEER NAY PROVIDE SOL TEST INFLATION To THE CAPACITY OF LESS THAN 500 PSP•6BOTEMILE FABRIC SEIALL BE RETAILED N ALL CONTRACTOR IF PROaADEx,THE DATA HILL INYCWDE CLASSIFICATION OF THE SOIL IN UTILITY AND RIPENS TFOUES AND TAWKLES TO REDUCE H&RTION OF FRE-6RNNED .>EffREY T BVD..E32,PE FGCAZDAAIRDE GOTH TIE LWFlD SOIL CLASIFICATIION SYSTIEH(ASTM 024131) THE SOU.AND SEPARATE P155 MLAR RLL MATEUNS.THE 650TEAT LE KATIE RW. L I• E� I,�' 1 SIQdFIOPl,E OF THE DATA WILL BE INTERPRETED BY IHE eSpffiR. tNEWAP M.lALE776FDTE%IiLE MATERIAL BY A MNLMM OF Q'A5NECESSARY TO S.SOLS ��� R1 1f AMn SLITTTTABLE SOILS,RICH RICH SPF IAL &TF�G a150----� O 3 6 AND OW REWIRE LOVER THE INTENDED AREA 6DIIXfILP FABRIC SHALL BE GTP00%TPAR 3401, ly-U N OR 3601 AS MNRY.Ei®BI-FOO GN LFEMCAL AT I,BOO.5•LEIODN. __LD____ el bd TTEATI43N5 WILL 13E DIETNLED N THE SNE BD D CL4@1F IF THE C25T 15 TO EE 7 BAC4791M TAN*OLE5,ETC, WAIVED VD IN THE CONTRACTORS BASE BD LACKPIL FOR ANY EOSTIN9 TN80ORIS SHALL MAT THE RF9IIPEffiRI5 OF THIS STLTION. __ _ - •�I of 5D' G 5011.5 DESIGNATED AS HIGHLY ORGANIC(OR OLD.AMD PQ MAY REQUIRE SELECTIVE el 40' / . . _______________ _..�-___�_�• e14O lL U18d5E SILL FOR OTI821V+SS•LEFT BI'T18bJA1 OF Sat4MNG TOOLA \`. - FETLACEETf HTHSVITABPGOIS MENEWFORAWTEEMMOF TRIS BASEMENTS,ETC,SHALL COMPI-Y HITH THIS SECTION ALSO _____________ _��_.- --�-- - 1 1 V Q _ m TREATMENT KLL BE PETARD N THE SITE DOA3-FNIS F THE COT IS TO EE INCLUDED 6 EA2PILL2Y TASTES, e1 3a_ SM4 O a-3266' VDbb)ON F1AR 10 202r e1 3D' / J-4 v N TIE CONTRACTORS BASE BD EVOTLL FOR UTILITY TRI51CH 5 SNA11.BE HBL-6 RADE.CLEM FRE MATER AVD, e1 2D•-- -- - O THE OATRACTOR SHALL INSPECT THE SB GRADE AND NOTIFY THE EIGRffit OF ANY FREE Of 5LT AID GAY PARTICLE&BACKFU N6 SHALL OWJUR IMMEDIATELY AFTER _- - e^ 2S I CONDmA5 REIMNS,SPEIAL CONSIDERATION Nor ADDRE�N TIE S TE BD TIE LRE OR CONTlm 15 N PLACE TO FESG.IDE CAVMS OP THE TRENCH SIDS PRIOR -------------- ---- - ------------ MFW fl�325'RRAWBB)ON MAR 10,2021��+�-�•-+-+- -+�- J F_(T)O Z POC.48T5,THE EXTRA COST OF LNANTIOIPATED REMOVAL HULL BE BASED ON TIE NUT TO RISTALLATICN OF THE LRE OR COVff,,A 4 INCH CUSHION OF SVD SHALL BE el 10 EXISTING 1 VIAL BILgEPD f IID W FP--O~ IQ$Y COSTEPROVIOD WTHTEBANE BD THECZt OFNANEICIPA7DURE5TABILLATION PROVIDED _ __VmMEAD ___ _________________________________}���_.-�_� __�_.r_ UBEYODJ -_�_�° 2�F- OR ORB.SPECIAL TREATMENT HILL BE NEGOTIATE 4 AREAS WTFADE THE PAVING SHALL CA FILLED AID COMPACTED AS HECE55w KTH _-OD' TO REWVN TO W3MAIN Q SOIL COMN.TRG WTI THIS SECTION.MEDT ITE TOP&RYRB SHALL EE NATNE SHCMFORREf RRPO5E5 ---- - ----------------------------------k'-"-*• ,� eL Od /•� Hz O Q aw 6RaOs_PRE'AAATLN TOP5015NTA[NE FOR GRASS.AREAS TREdARIHE CUT SHAT N5o 0E PRONIID el-IO__-__------ _-- - -_ENDO EL MAR 10,2021 �_���__��� e1-00_ 1--1 U1p Q - HmbNOESSOFRATiVETOP501LFOR6R/£S. F)ESHISRADEFORl1E5EAREAG el-2D ____ ___ ___ -_-- --^- - - z UJ N p I THE CONiRAGTOR S9ALL REMOVE ALL VEGETATION,.StA II SOIL,DBMOLATCN W/�Z SWL HEI NOH BELOW TOP OF CIfG.AREAS SHALL BE SLOPED TO PIRM AT A _______________ _ _ EX ARFA TO BE DREDGED __��_� I-10' Q-I 3Z p N ry AND 07HER R WEGIRADLE MATERIALS,SILH MATERIA_,SHALL BE PROMPTLY HALED MAXIMA OF Al 1111G 006L•f�WKATID ON THE SITE OR EWING FLAK _ _ ____ FROM THE SITE AND DIS SD OF N ACCORDANCE NTH 60V8dNY LAYS NO CGDE G awAGTION TBTmA eI-- __-______ _ _ _ __ APPRDX!4�GY OF SPOIL TO BE -f�- 30 J O N ______ -- ______- REMOVED At�RE5B2V®FOR ��7{� Y O THE CONTRACTOR SHALL SHAPE THE SIE GRADE N ACCOMANCE H TH THE GRADING TIE ENGINEER HILL EGAGE AN INDEPENDENT T3�R1&LABLPATORY TO PERFOR4 N A eL-4D' r___ 4a____ -yY���y_�__ C/] z W J •• O FLAB.TAKING INTO ACGU.t.f TIE 1H1A2LG OF THE PAVING ST51EH THE TOLHiA'L'E _ STANDARD PROOTOR7E5rfASTM OLYiU ON THE FELL MATERIAL(OR NATIVE 50R _______________ C ___ _ eL__#�___ _, _FJ(IS7TN6 BD SLIP t7 EL-45'!MLW,- �- - el dO '' O LLO N OF THS RO0416PADIN6 SILL EE INTHIN U2'MEN TO I'LDH DURING TNS __ __ _ tHi./EDASINN6 BO B49N• PROCTOR TEST(ASTM DI3TJ Al THE(TILL NAIFSRVL(AR NATIVE SOL P NO FELL IS eL 3O 7' (EL-56'3 NAVDbb) Q :� etr'OND NN.L OJr SLIP eL 3O W IY-F V LL N OPERATION THE CONTRACTOR 91ALL NOTE ANTS AREAS THAT BECOME APPARENT --------------- -- -- -- - - __-_ (T AFTER TRAFFIC BY CONSTRUCTION 5WPM3IT AND LOADED TWY.KA 91CH SOFT AREAS IEEDJ AT LEAST"Q N.URS BErORE TEES COMRIGTOR RITIATES CONPALnON MD DI el-b D' -f'-_-___ AREA TO BE DREDGED �- JS-___ >� N N N a O AN.G)TES OBENY GA���FTHRE RR OH/STMCTED)OCSVD GTO EA n•1 --------------- el 60 SFWICANSORT®TIO THE ENGINEER FOR DETERMINING THE FEI110D OF TREATMENT DE6J TEST ATA MWMM OF TMiCA RANLOHLY SE.FLnD COITUS TO FEAf1FE � . . C . C� n / __-_ (j� LL / PROP BOT.OF BASIN-5D MHN(EL-63'NAVDBbI REQUIRED,P ANY 71E DE£i1ff OF caPACTIa1 OF THE WEA[E SLE6RAOE IF 71E rtEM175 FROM T105 el lD ___________ / el-0O' wvni epnenycc cwn PRNFSPREPAR PREPARATION VERT OF THE 50 GRADE AND WTIL THE PAYING 5 N[.FOE,TIE iSr FORTE FELL OR ALIENS SOL W ALOE I•EET OR IXC®THE�OF e.-HD' L` / ' `�\r� '� / ei-BD• 1y^���/ A dIPNYG�.QIY www"ateM cmn � �d) z - COtHF VWN SPECTF®N THIS SECTION,THE COST OF TESTING HILL CA DEDCIED - Not TAKE REASONABLE U` _____________ V /Va1II\VL l//�-Il/- BIGW!'QhLD Lmr"Ha.a�,maN �.., T- m FROM TIE TOR Mr T104NE.AHD THE TITIN&TA NITS EE PEEATD HANACE A JER SITE R RAW AL SICK MACH IES PM TO FA E RMUB LF EPEE e1 50 el-90 It THE CGN7FAGTOR MST REMO/E THE EXISTING SANITARY SYSTEM NKCOTDANCE HIEN ----- p �>-r BASICS H4TEi MRL[FVJD AND/CR MACHINE SRaWN&TO FkLrrAtE HATER --------------- --E3,NAVVF )INTHINS TO BE 15DY�M.W, - --- ---------------- R1OO-G/Z-Z}x}80I 811 x -1 REMOVAL AID OIIE.OPHiAnAE TO SP®DRYING THE STANDARDS A OF THE FF OF S CONTRACTOR IS ItFSSRTSiBLE FOR ALL _e1-TOO IN£PFLTIUIS AHD 9R1-OFF Lf EVE. __ - (El.-63'NAYDBaJ WITH MAXIMUM OVER LUT OF bD' el-TOA 3 NATIVE SOL CaPACTIM aCONTRACTOR IS F425FMELE FOR HAVUG THE PROPANE TMA.PkPD Off AHD el-IID•____-_____- ____ ___________________ el IID' pY law azcastma anEmnngarswoMn9n Porzare n CAASP'E AND LABIALES NATIVE SAL SHALL CA taPARD TO 958 MD LCOS W TIES LENTIL-l®AS EFPIY PRIOR TO RELOCATION. �__ a._______________________ _ _ - pm(Ne Eme"prtz of New YOM G%OTIC Naw" a n0 tozcaY az waOwlam Fla OPfAtM DENSTIY,RESPECTIVELY,PRIOR TO PIX.E437r OF FLL _______________ _ el-120' / > __\ nne Amp a,ry TE�M05E DOST EEECTIVE FILL MATERIAL FROM THE FOLIDR•ANG SHALL CAIN, ------------------- 1 ,� / -- // / el H2O aea surtora Oe"otua m Rnvp6811 mnt nw areggm9 on m.YPo 11 ------------------------r oM otoGNa raoo-n:d mo eu nxav SVD-5WMUX 05 TO 3%RHES 10,02 NM AND CBR)17), \ ___________________ Nomea..S,ars ran mmaet as uaSp1na%at as no"rs art ee mon tme+owmnmp do AA-xrz<eeo or In oaAmpan me /3 4 daawmopwaeteamaealapalnoraanlPu, alcaAeefanyouagnuniporFor SP4 ERAVIiY 501 E TO fAI FlHPS R 002 NMM AID LB[>H), 3,NVYSOIL5(3TO6%P°�RDD2MMNDDBR16)' HAUL OUT SLIP ELEVATION ""°e a M °'"n ��pm "" .AAM ' SLTY 6RAVELY SOLS(6 T0108 FRB(OD2 MAW CB R>H), "01°'Me ' n Eacamnn amamMrarmn ra, wowm lt.a Eno -%LTr SLWr SOUS(b TO3%FDES(OD2MAWCP.R>6). ©(EXLBLT OF DREDGIN5) mcn�Y°ua�a�wmnuy"v maemase c , n'"or u.n,moamrz-m mloupe u�oUN 9pmp wa�a%m�maMea -!CLAYEY RAVE-5015(OVER 20%FRGS 1OOR M4 ACD CBR>5), SCALE,).'•I'-0• caA,W-Sxa iMp7 Tor Imm mromvmn -CLAYEY SAW SOIL(OVER X%PUB(0,02 W AND CER>5), of 5 �- PROVIDE GGA 2x HD GAP, TO CGA Tlt�PILE,EACH GGA NCE 0USE V 6AL SHEET PILE AND 6k 8•GGA TOP DMALE HUT. I V x 12'L6 6ALVANIZB7 TIE RODS �5 j�T%y MATERIAL TO MATCH NEARBY TO BE FASTENED®EACH OGC.URREIIGE.USE I'6ALV BOLT,WP.5F025 6�AD 6 QmI AND NIT. Ex VNI'L BLLKHO GAP ADDITIONALLY,4'x8'LGA Fa.Lat 2,VRM SHEET PILE Alm 6Y8'CGMALE TOP LE SHALL IO'm GGA GAT LOO NOTF, APPROX 5216 LF BE FASTENED W°/4'6ALV BOLT,WA51HE25(HEAD t END)AND BOLTO 16.OL PROP050 21 CGA BULKHEAD GAP TO BIA*EAD o EL S6D'NAVDBB HAS BEN OMITTED FROM T1415 VIBN FOR PURPOSES OF CLARITY, (MATCH EX BLKHD ELEV) CGA SEE 1AEK 2,BULKHEAD PROFILE 10•ADKIN el 5A' el SA' DEADMAN(iYP) el 40' 3 / / / el 40' II VINYL SHEET PLNB, el 30 SM m X 5286'()AVDE 31 ON MAR 10 2A2l el 30' 4-W[GA FOLIORR MV) SHOREWARD 6$ el 20 1- 1 11 5­H a EL 525'(NAVD88)ON MAR 10,2021 fd165NP)• / el 2D' - ARFA TO BE FXGAVAiED FOR el l0' ry uA � EULKH54D INSTALLATION, eI IA' - -- - 10'MAx -ACHIEVE BE REFILLED el OA' - m TO ACHIEVE I%SLOPE FROM el OA' WILE&ALV TIEROD IWOx 30''LG CCA FILES / ml el-10' PROPOSED BULKHEAD TO el-10' (TYPIGAL)EASTJ/ 04 el-2A' M.H o EL-13'(NAW&& \ \ \ COMP N6 GRADE(S, el-20' INSTALIl37 AS SALT?! ON MAR 10,2021 LOMPALTION NOTES,DHS 5P4) I 1 - el-3A' Q e1-3D' VIEW 4 PLAN DETAIL 6'xB'GGAh++A,-EooF3) el-4A' `♦' (2J 1'0x1IE SCALE,3/16'=V-O' q EL-3D'S M1i 6ALV TIE el-40' S e1-5.0, in\ eI-5A' (2)10'0 ccA el-60 PROP•BOM OF'3ASIII N.-40M�1$-13'HAVDBB) GAT LOS ,of-70' / 10'RzlOti5 CGA el-TA' S A EK5TING @ Ulm15TURH�SOIL 6'OL.DEADMAN / / el-8D' Ex15T 124H x S60L6 G GRAVEL SRFACE HALL OUT XIP el-4A' / M3' \ 45' e1-0A' TO REMAIN W CLEAR OPENING NOTE U5E GALVANIZED FA5TEHN5 m DF 524' y el-ICA' Alm LCMWEGTION FIARpyAfa=,_ ^ el TO BE MODIFlED W 510'MN EXCAVATION RM'D TO CREATE A el-IIA' FOR BULKHEAD ANGNORIN6 el-IIA' 0 124H aLGJ x 12DI.6 & �j HALL OUT SLIP a20P_P5L-'D INGIDBITAL DREDGING S_ NTH A CLEAR 10'�l'CND 91gEAD f✓>3iK@@Tf TO MAINTAIN A MAX PROPSW 241 VINYL SHEET BULKHEAD I D�IIi LF�O IaH If+3 NAV0.a6] p: OPENIN&J Ai'FROx roll c of sILTF�ID YiOIL To BE IlSID A5 APPROXIMATE TL LENGTH=5216' 124'M.eJ BAgPaL 139BFD REGLfliTRGI®BLI.KFEM ry m gC \ INCLUDING, LES'AIS 514T'L6 hy� F G LEG'A2',116'L6 RAE RETURN'A3'13'L& (W H7RK) Sti0 S RML 5 GATHALKD VIEW 7 - E)LKHEAD PROFILE IoV0x30L0 / SCALE.V4'=V-O' CGA PILE,VOL.(ITP) / 10'0 CGA \/ GAT L06(TYPICAL) m / ra, C) [OV A MAW(TYP1 LEE I'0 6ALV 8007',azem I'0 6ALV / -m (NeE)Z NUT EA GY.CLRRHHL� ISE FOR PLE ALWHrL TIE ROD(TYP) �j `9 SHDFOLLOHR COIR 9W VINYL SKEET PILNMO,SHOfE&lAlm 625 AI / A(5 Q USE 9VO GALV LL BOLT, USE I•m x 12'L6 6ALV TIE PODS, 4.b'CCA FOLLCHR(BEHIND VINYL SNIT PILM6, pp HA51E2B(HSS t HM J61E MOF 2'A19 YIBi 4' SEE VIEK 2 4 5,OHS SF5) MRCP GGA / 0'm CGA x ISE FOR Y4VJ.EMN3'L FOR N171E W017fATION(i1a512Y5) ((('''FRLA4DE CGA?x W GAP FOLLO{i8q(iYP1 BII.F�PI IGALJ QW L ELFOLLAY✓et GOAL (d)6k8'CGA WiAIS / SEE Villi 2,BULKHEAD PROFILE FOR R60 !� Hot ot mMAX �A ) WHALE SPLICE(M) / TD PROP.BAXIfAD a B_.#A'NAVD6B �T / r� d� MEA MATCH EX TO FD BULKHEAD) S / _cl� = o __-___ o _s__._ o ________ __�___• o=________^a__� SM®EL 5180'MAVDBe)ON NAA210 3121 �l�u-y / GGA YHALE •QJ' Naas. 525'(NAwBe) OF 3) N.0 ON MAR.10,2021 MAT nTUCK 2 to a2°2��3 rtuwBe)a tvt Ani CREEK Zr 0,20 W BO 70'S Kali rtl / (E.,43Y�w�)AWA TOO BE VT R OW,5-A FROP BOT Cr BU81 a ��5-AB / Ex METAL RAHFtj EMSTM FLOAT%LUCK 1 1 i I 1 ids M.H II3--03'NAVDBB)� / ExISnW 1 1 i I Q / E%ISTIN6 ELECTRIC 5ERNGE E ta, 1 i I I of eW� TO R 114 F 1 i Aq/ 1 EXISnW ly/ 1 I STOW BIILDIW k -93TTREY T.B1i1231.PE i I I Mo IO•m x 30'L&J WazKJ F/ i CGA P LES 0 6'DL PARTIAL SITE PLAN- 3in LJ L_� �_i U L; ga/ O PROPOSED BULKHEAD O uC1 V Not N �,a / AFG'AJ','A2'Atm'A3'SH0M V F Z.�Q m & � VIEW '3 -ELEVATION DETAIL / ¢ `�1 LI: SCALE I'=15'0' 7-� J�� } SCALE,3A6'=1'-O' 800-212-44801611 w Q z ° www d,gnetnych mmor m11811 mm 458'OIA FIILI q ND 6ke' CrAQ-1 1 CAP (forager stales) CCA SMMF,BEE VIBi 3,R455g M� D N By law,excavators and contractors working' the FOR CONNECTION QARIRGAl10N a WLL OW CH 9 m ASPFIALT GDN✓Gi✓ i`TYPE 6 AFPROX Lamb 5116 LP !; Al BA.KF♦FAD LES, �OF05ED Z LLXl-I J Eve boroughs of New York Clly and Nassau an0 ----_-- -----,-- Surcolk Counties on Long Island mus!Doted A,ePN�LT..•"ca. q• T• 6• ter/ 5147'L6 PROPO'.IED VINYL BULKHEAD W F O ry DIgNe11buntle 48ong Island sl 4B hours y/ (IN R.-CE or�rTW Tg,��j,0) SHOPFGARD but no more man to working days(exduding 47 VINYL BULKHEAD x _j 4i J) N O ,but and legal holidays)prior to beB nn nB S,n to Plem BKE-43fe CONTALTIGH AI✓DMm FR 01a) TO PROP BAKFF.AD a EL WO 11AwBB �' A2�'EAD LES MWA NO 56x ,24'HI6}I IL any mechanrzed ragging or excavabon workto `�' \ rrtATCH EL TRS W-KEAD e.) $/ SIG'L6 PROPOr.1ED VINYL BA.KHEAD APPROXIMATE LENSZH=5216' a 1- 4 e untlelground hoes era marked n //\//\//\//\//\/,�\/�//\//\//\//\/ C0111L5Pr5LAS AN RXE CP EXISTal6 TI BM BULKHEAD) INGLUDIHS, localecorequests d contract..)TIC 11f You dno noN //\\/\\/j\�\�\//-\\//\\ \/�\//\\//\\ \ / VSE I'm 6ALV BOLT,W1Yfi5 NAF1 can / i- LEs'a',N SI'n'LDN6, W J PAVEMENT SECTION (MIR THIGIQHC!') \/�C \ \/\/\/\/\/\/\ R/\` o current use lTlC please wn lAooSz4-7809 ASPFNLr CONCRETE / /\\ \ \�/\ \ \ � �RLFJH L�FMNYL SNT �CONL Yom\ \ �( PL/I.E EAS�TIW TUBHi 9.WEPD1 LES'A3',N t3ILON6 RETURN 2� u for moremlia—Lon 1 1x2• \ \ \ \ \ \�\J\ \T\ \ \ / \ For safety masons homcowners are strongly /\//\'/\/\\'/\�\/\\ type of tl1g91 to_11gon a N,i whe Hlomeownaers BINmB2T GQ/FLE 3 1!2' //\\\//\//\\//\//\/\\\//\\/�\//\\/\\/// /v/ y M�•I — ——— N AVE: contact us diredl at 1-e 2724480 or by - numbeof1mewationcogbeforeyoudig �\\\\\/\\%\\%\\%\\%\\/\\/\\ % —SEMYrffTFILING SP5 number F,rexcavauonworic,ompleted,n //�/// / / / / /// /// �vlBN2ArvhEw3, personal property it is me contractors DRI DRIVEWAY�ARKING AREA AREA ' - \ \\ DW WS FOR°F05MUC' SFB I eFLAG 02 \ responsmhdy-NOT me homeowners-la mrdact \yam' Dig Net Having d,ggi g Ile Ire,of charge d poor to PAVEMENT SECTION SCALE,U4•a I'-0' \/\/\\//\\//\\//\\/\\\\/j\\/\\\ I / EDGE OF 4ETIAhO`AS FIJ CED BY a-00laLTANT5 \1 NOT TO SCALE //\� ON.DE 2011 / of 5 eowes Ir US POSTAGE t :?vli7sBj 11111 o 02 7H SOUe��f-AW—t(Ni , NY 11968 � 0001320877 MAY 06 2021 671� -�,yp+, 7019 2282 0022 2104 1597 ° MAILED FROM ZIP CODE 11 968 i I Town of Southold F PO Box 1179 Southold,NY 11971 I I