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HomeMy WebLinkAboutRcvd 2/22/2022 - Site Plan Drawings and Rendering i i s s1 f r d d , V I�� Wa.� tiWnx dYr , ■ m' 4 n.✓ ' < , r 4..... l n I TIDE ENCLAVES 56655 ROUTE 25, SOUTHOLD, NY RECEIVED JONATHAN TIBETT WITH FEB 2 2 2022 ANDREW V. GIAMBERTONE&ASSOCIATES, ARCHITECTS, PC SOUL o—1 TON?n 62 ELM STREET, HUNTINGTON, NY 11743 Planning Board 1 General Utilities 1. CONTRACTOR SHALLL NOTIFY"DIG-SAFE"(1-888-344-7833)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITES ARE SHOWN AS AN APPROXIMATE ALLOWABLE SANITARY DENSITY FLOW REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED ` ` 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE 6.75 ACRES X 600 GPD/ACRE=4,050 GPD I . SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITES,NOR DOES IT •, GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN PROPOSED SANITARY DENSITY FLOW , ° " 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS,AND WALKWAYS SHALL BE CONSTRUCTED IN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL _-- , CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND ELEVATIONS OF THE POINTS OF CONNECTIONS .. "`. 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD - AND REGULATIONS(WHICH ARE MOST STRINGENT), TO EXISITING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES ' AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GPD ` '. • Strategic Environmental and Engineering Solutions 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, 100 SEATS EVENT SPACE X 5 GPD/SEAT =500 GPD " - . . . . . PAVEMENTS,WALKS,ETC.)SHALL RECIEVE 6 INCHES LOAM AND SEED. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING CONDITIONS TOTAL SANITARY FLOW =7 840 GPD DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE LOCATION, • ® 1 5. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE y WITHIN THE COUNTY RIGHTS-OF-WAY SHALL CONFORM TO COUNTY STANDARDS.WORK WITHIN STATE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) „ • e • ( . n� k RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING HAS BEEN PROVIDED. . STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE 630 JOhnSon AVenUe. . SUlte 7 MAY BE WARRANTED TO RESOLVE THE CONFLICT. PROPOSED RESTAURANT-GREASE TRAP SIZING 6. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND Bohemia - NY . 11716-2618 APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH THE WORK 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH PROPOSED 74 SEATS RESTAURANT Phone: (631) 589-6353 - Fax: (631) 589-8705 INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS,AND IN THE CONTRACT DOCUMENTS. DO NOT ELEVATIONS ON THE GRADING AND UTILITY PLANS. E-mall: INFO@PWGROSSER"COM CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT APPROPRIATE PERMITS. ' 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC AND KITCHEN FLOW=20 GPD/SEAT X 74 SEATS=1,480 GPD I. 7. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS ARE APPROXIMATE AND SHALL BE 1. • CONSULTANTS CONTROL DEVICES. SET/RESET AS FOLLOWS: PROPOSED 100 SEATS EVENT SPACE • 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL A. PAVEMENT AND CONCRETE SURFACES: FLUSH - BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE, KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS=250 GPD . B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH ` , . 9. IN THE EVENT THAT THE SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE TOTAL KITCHEN FLOW: 1,480 GPD+250 GPD=1,730 GPD ' ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY,OR C. LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INCH ABOVE SURROUNDING - >. • • OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AREA AND TAPER EARTH TO RIM ELEVATION. GREASE TRAP DESIGN AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY � , _ , SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE REQUIRED: 1,730 GPD X 1 DAY=1,730 GPD 10. CONTRACTOR SHALL PREVENT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.). FINAL DESIGN LOADS AND . RESPONSIBLE FOR CLEANUP,REPAIRS,AND CORRECTIVE ACTION IF SUCH OCCURS. LOCATIONS TO BE COORDINATED WITH THE OWNER AND ARCHITECT. PROVIDED: (1) 1 O'DIA.x 5'LIQUID DEPTH GREASE TRAP(1,730 GAL) 11. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE ADDITIONAL COST TO OWNER. RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE ALARM, STP DESIGN FLOW AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES 12. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE COMPANY. , IMPACTS TO OFF-SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT NO PROPOSED RESTAURANT DESIGN FLOW , . COST TO OWNER. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: . 74 SEATS X 30 GPD/SEAT=2,220 GPD A. WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE(CLDI) . B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC) PROPOSED 44 UNIT HOTEL • ' • C, STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE(RCP) 150 GPD/UNIT X 44 UNITS=6,600 GPD „ Gradin and Drain g age Notes 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, PROPOSED EVENT SPACE DESIGN FLOW ' INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH 100 SEATS X 7.5 GPD/SEAT=750 GPD 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON SPECIFICATIONS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY HEALTH DEPARTMENT,SUFFOLK COUNTY THE DRAWINGS. ., DEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION,AS REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+750 GPD=9,570 GPD APPLICABALE. 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S ' REQUIREMENTS. • 2. UTLITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLE LEACHING POOL DESIGN • RECORDS, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4,MIN.)SHALL BE DETERMINED BY THE - --- - WORK. CARE SHOULD BE TAKEN NOT TO DISTURB EXISTING UTILITIES AND SERVICE CONNECTIONS(OR MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL REQUIRED: 9,570 GPD/5 GPD/SF=1,914 SF PORTIONS THEREOF)TO REMAIN. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ABANDONED STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM DIAMETER SHALL BE " - ,' UTILITY SERVICE CONNECTIONS AND INSTALLATION OF NEW SERVICE CONNECTIONS AND SHALL 5 FEET. COORDINATE WORK WITH THE APPROPRIATE UTILITY COMPANY. PROVIDED: NEW LEACHING POOLS „ 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) . 3. REMOVAL OF EXISTING STRUCTURES,INCLUDING BUILDINGS,DRAINAGE SYSTEMS AND OTHER STRUCTURES, Utility Information 1,914 SF/31.4 SF/LF =60.95 LF IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN OF SOUTHOLD AND APPLICABLE FIVE(5)OF 10'DIA.BY 15'EFF.DEPTH LEACHING POOLS '' COUNTY,STATE AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS . FOR DEMOLITION AND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS. SERVICE OPERATING AUTHORITY 75 VLF PROVIDED; , " 4. ALL STRUCTURES TO BE REMOVED(FOUNDATIONS,CONCTRETE SLABS,DRAINAGE STRUCTURES,ETC.) ) ^' ' ` SHALL BE REPLACED WITH CLEAN,GRANULAR MATERIAL,COMPACTED TO 95%STANDARD PROCTOR ELECTRIC PSE&G - , DENSITY. WATER SUFFOLK COUNTY WATER AUTHORITY ' " 5. ALL PAVEMENT TO BE REMOVED OR REPLACED SHALL BE SAWCUT. TELEPHONE VERIZON - . SANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ' - f " 6. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES _ ___ - -- DURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCE GAS NATIONAL GRID -✓'' WITH THE N.Y.S.MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. SITE LOCATION MAP 7. EXCEPT WHERE OTHERWISE NOTED,WHERE NEW CONCRETE CURBING AND CURBED ISLANDS ARE SCALE: NTS PROPOSE=D,THE BOTTOM OF CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENT ELEVATION. THE TOP OF CURB SHALL BE CALCULATED 6"ABOVE THE EXISTING PAVEMENT ELEVATION. PAVEMENT AROUND THE PERIMETER OF EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPED , AGAINST OR NEAR THE CURB,AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSED - ' DOWNSTREAM INLET. EXISTING PAVEMENT SHALL BE SAWCUT AT THE LOCATION OF THE PROPOSED CURB. - � 7 BACKFILL AROUND THE THE COMPLETED ISLAND SHALL BE CLEAN,GRANULAR FILL COMPACTED TO 95% " ' STANDARD PROCTOR DENSITY, NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTING Erosion Control PAVEMENT TO REMAIN. ALL SAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EXISTING "`'•" , ;:;7777 •s ' `_ � ' , ->-,» - P... __ _._ 5 REVISED PER TOWN COMMENTS 02/15/2022 "", Vie, `}' «�.« : . I"` '�a.` 1 4 ;w ,v. A »;, �.,' :w"; _;-'r ' .<,< 1.'. :; 4 REVISED PER CL EN PAVEMENT TO REMAIN. °. a ". '.t. I T'S REQUEST 02/18/2021 p .t,, '`A' ".<,.. ;°',''� «*;.ts4;,t,py-�,. eM ,.:x'1« , ,' :.t .,',x".g,2.�' 4° g. �'p :•'`sp i'aa cf ,. :' ..d> ' *e t; x. ;' :. s"...:' "a;;. �. I' K - . -,,a, .. ;' ` "^�. r° , <r ;,, t. »';:; #on':'"s ,x`"a. DRESSED COMMENTS DATED 12/9/19 04/08/2020 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE �,: ': __ 'R ' "" & ,,- ', ,s 1'i +» •. •. . >.• a .',>,,,. .` a. „ s. ,^i:-:.a°g.r =,e?. q «• r:. .: ."s «>a",- .- '> ->,,p ='r 5* `+.:'-•. W.6 .R :r ,+�� a,.: - ,d„?*�a .,y*.- ' --gt'r ,x 8. ALL EXISTING CATCH BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETION ' m i ' 3� •d . -- k. 7 '°'. . . '` " .y� ;. ° E." . „y f�' 2 ADD AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED �'r °r:', .. b ��w' `;' pit-'' ,: *; ',`'` ` g<°�'>: ' :`q •. • h > ' F ;>v a ', #^ ._ „•' '''. I b REVSED DEIS COMMENTS 07/17/2019 .':?+.a•.•,.:.:-,".<°>.'>-, Y".-,,�:. Hai«°•, r. ,5:{`„ `°`k,ss 3'+° q,'k,.t <. .xk A. 6+i < •V°,�,.P, ..,,�: ,R.A ":, °` , d"" ,'' °• t>1 „t ;3. ?®;.k:'°.ra,'•m. OF CONSTRUCTION. :1, , ,, 4z >:,, :" * .. q ,; r 4 *v "� ": r t:$•., ` > 4 Ik� , - R, , .",- 1 REV.TO 44 ROOMS-UPDATE UTILITIE >> ; • S 04/11/2017 IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. „,�, : "';'.'°:- ~'.„ a'< .a-„ " s - .°^_ 'r .:. , -, r,=A <= a" ; " '>'• ';':•. ,,�,.,.,"" X.r.?-sN s e'9"<'• a:: ,`�° .'.;. "*" � : .. 'pox .� :i [' D scri lion X o ,a $, ,e.� i , ., �-I,• t, Number Revision e P Revision Date ,9. ,,.�ey' .,F nf4'>°. :.F .s "X t .h r ,',., Y-4: � t ,1.. k! a °S•t: .a a, a,'W.w,> ;?.y.',. ,, .'t 9• ,.•,s, r f°,'° - „ i8a-' ., '.'A'"s ...{'i - 4• _ 9. THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS BEFORE EXCAVAT ON U I r. .., a'a; :: , ;•- � w'," »�- ," ,�... �.. '''A #� ,. »f=••' "+ � a;. •. „ , C TTNG, 2. CONTRACTOR SHALLINSP -<> $. a,f .. „ - ;' .., , `..,,. , xa,-�. , ' �, ;,;.'_' ,,""-r.F ECT AND MAINTAIN EROSION CONTROL MEASURES,AND REMOVE SEDIMENT • .' > •. i .:. '",r, ' < >. ,,. ' .: "._�••,, = 0;, .1,.;'.a > �rr>aw" , t,. -• ^�.,:. ,�,y,; uw.a k _' ,','%'� T<. k5 a�'* •K *;..' ,s 4••"'°,''°- w p .,y .ey«4.<z, 'y ",^•,e^ v,; '�4� k, ?R - y`:• t. ,e,t,, ,1a _ D rt, 4 ,-�F REMOVING,OR TAPPING INTO ANY EXISTING UTILITY SERVICE. THE TOWN OF SOUTHOLD SHALL BE NOTIFIED tom - $-"»` ",'' ',`a� a" # > ' � = "t' a � a THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTE ,r +• -•« x; °-AA 4• x *- •- .. y,as�'_•'`' ' . °4 , '� ��'.' � k x. Desi ned B R EACH STORM EVENT AND DISPOSE OF ..ta>4°.,,'-€ „i, . , P, " ;x',." 'v-I ..�u�;,' $: <,..a . .." ",+'.,�e :� ;'`e;r«'^ „..c pp� .' � t4� , .,.a.^ &, 9 Y Date Subrrmtted „r-b. ,syr,, s>` ,t , , ,<t .>.£ t ",P;a- •.,T '"� ., -t J,"A.',`:<l� e`l `'9:,. _ G4'.;��>.. .";. .. 48 HOURS BEFORE ANY SITE WORK IS BEGUN. Mo-. �,w-. t,�> .w; .€,., ,x, : > ,.. e" `'3.' SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND y'°�"«.: `> �F,«, _'--;: ' e""Z •." r ,a '.. . .� ^'r 'l` '' - ..' ,-�`t" 7°a'` TC '. � sA„, w ,:^r,,,� ;" r. �, " .�°` t, r, w � ,, .� Ol/20/17 ,W" .4 f•ta'"A tiff. At SE",; .✓.., .9° ;. 'a%:.s sY � ••s,.� w•%%`v" .$.y ,•$:- «o* ..a ,*,a PROTECTED AREAS, :b^'a ` ,..,; : a ,;,,hf°< t;a y..,: k _,x. ° `,a. '. :{ r', Drawn BY Date Created �y �k -"'N 1'• " 'e,`' .„,f= f .,i-.i a'y$' $k 'x ...,:, ♦"S R'"' .,''R` ✓ .r,. ° '".3 - �',4',"3+.. Av w, t fY'°:.f`: ..} ,,t ryp:f;: .A„,3 -4.r `.'3_ti ^~. 1 pd.,: q ,,. � ea'.,�..y> ��x yy,, �^'q�jF j 10. PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE WITH COORDINAT ON , = `" &, _" a �'' >. �.-''''. -' "1 .� : a y'- •�' :G '' Y• ^ ' I WITH THE APPROPRIATE ' : TC LT Nam-,.. �.,,<,'. r„`>>`: -, � , t.",, `:N I. �,: try :,` �_.:. :, . 0. ° 'a a _ ;,,°. ,< ffi / 08 2 w :..�" '.: . , �, ':v'„ ;`: ' ;°,. <.;�` r-=x ,�: ;__ ate . ELECTRIC AND TELECOMMUNI A ON OMP �, �. i ,, >: f , r ",f °.P., _ .,r",.' :.a, �. t, K. �a., C TI C ANIES. GAS AND ELECTRIC SERVICE CONNECTIONS ANDIOR 3. CONTRACTOR SHLL BE FULLY RESPONS BLE TO •.•,. �'�', ",-_' ' ,"�' ;!> <�: '.„ �` ° „' -_ ,; "" ',: ;„• :• .•S�a ,� t ...,.• v ,,, Approved By Scale I CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION ,,> ;�", Hf r,,r-;i.• -r. ,, , .,- , y,..n< . y„ C , SERVICE ABANDONMENTS SHALL BE COORDINATED WITH LIPA/NATIONAL GRID. WHERE FEASIBLE -"' ; : a �. �,,, �;,- •;, ffi.;, >�;�, , � , ., ' .� �, SHALL NOT AFFECT REGULATORY PROTECTED AREAS WHETHER S H E k ':a'':;; • x,,., a.. a, , ., $ .,. < ;:; •, ': „ .'; „ ;,>;8 :. ,e;e� M)::f:; t , � ° "'A � BG AS SHOWN UC S DIMENTATION IS CAUSED BY c,f'~ 4 , - 'k :✓.> � �., Poa4 PROPOSED ELECTRICAL WIRING SHALL BE UNDERGROUND. ''* ''' � •w.:. :',• a _"' r`a " . • ... :*. e. ia'`,:°,, t.' '' t Client WATER WIND OR DIRECT DEPOSIT. �' �1 {{ ".: g •.� v€.<• d=.. r.s r # ao,. _< i' '' f , .✓e•:3'iy .. `*2. „„�.°y, .rP ' 2 3f. ,"�._ ~�"." <4, _ ^ {,i3Ac<t,} .fie,°` ,r3�.° e ..4. f' a,�o� a w for r. „^ .' , �^....; a ,, ; � , �:'^ �, r ' °``.:: �. _` {: " : "'.,: ''k."';. :,_, :.Ye •ate THE ENCLAVE 7� >,, 11. ALL CONNECTING DRAINAGE PIPING SHALL BE 12"RCP UNLESS OTHERWISE SHOWN ON THE PLAN. `- ° , ,Y� � _ ,; , - o ,, .,'t,= ``> . ;- ;, , �:<w, w P. r z, , 'g;;?v ` S 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED __I. - ' '' ` , , . E_ , 'a C`°,.--- `� ° .-«"- n •: ,"' -„a' ' FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED SE DED ' " c, , t-"° ''_' .t.:. :•,a °'f,.": °, ,„4 <, •p a"' ,.. .. . . ;"";' ` P> 4" 56655 ROUTE 25 E OR OTHERWISE STABILIZED TO PREVENT t ,.„. .• �.�,, , , 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE T '' ``"e,,, "";., '_` ""'"°"' „A ,' " m ':.-sr ` /. F �' °°" 4 °:�" MA ERIAL AND DEBRIS SHALL BE �, EROSION. _,,,•;.: a;:, ;r�:. .s , 9 a .I , r' Y ',., , , , t. " .° ,.." ', .°••,.y.- r« - .�__, ";t..a r l�'ta,E - 4 .�.,°^ $> " &i,, s,'q`:. 'a. +:!; 4-.`<. ,e,4 .w,: P .1""M:a•.,a,; r ,,,," .. ,� .m&'µ.,a�.'"'� DISPOSED OF IN ACCORDANCE WITH LOCAL TOWN,COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE „. t , °< : >},-7;>. �g " `; <�,;;; < V, - ;. ',.'t: . ;= y,^- t.,: Or, , ". ,,,_ ;,= i s a ^ r SOUTHOLD, NY _ •x, y 4 0,,t,'� , 'b> ' d, >"°' �., w3: : r.., -,>a::- ,,E,�.a�"•. j w:;,.,', ,.' .. 's;,� ' .. �;,'X.^"✓", p•, >�, CODES. y „ <, is ";a 1" �' :,. mod..' Pr 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMAN w :` "F '"' ' ? .€ w ' < :A`° a �~ :I i ?' i +` a ✓�" a ENT GROUND COVER, rw r' _ x=_� a '• e 'r:.. > s`« t.'a*' :' fir= J2 :t .�' .``k } I t yd r w. ✓ �, a ';A i :'aft`.g.. .S.�'...•F= i A✓ '"5�."f , ,^s , S';\ ':. M.. S> >.p,f ° tr; -:.�: > :v:-%'"° ..4M1 I I.` ;y. A ° ,t '"a '3 crr'; .b ; s'«.. 4. a r3 �'"ew"k.is•'�' ' ate.,tea„ .:,'3, y , CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURE AND L �,:. ' ' ';> , :.' = %s- _ x:' a "' :' `°•�< _ �, S C EANSEDIMENTAND d s "' ` " .;{e,.: `.S'"?R� •e ;-.,a., ,,:,„. .°< "'d, a,,,yy.. ',wp:""`; w, p o`., +�., ...•„' ''�'�'v'w,: -:;x _ >",."4s;;`>3p, Yx; r. �awx°"`.�.*"`��S t'�... < ."�f:, " vx a 13. ALL SANITARY SEWER PIPING SHALL BE DR-18 PVC OR EQUAL UNLESS OTHERWISE NOTED ON THE PLAN. l , { * �, _. I ---._ •t , "' � ,_ _� a:f� _;.=u� �s, «; ,1 i:.'°•°>„_�'a i°„ � - � $. DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. :t'' it r. ,. .c 9 , u �- �:. *,.`»":,F,, I: ,. `,'" ffi i �. ,s. g r..;,. .: WHERE SEWER PIPE COVER IS LESS THAN 4'-0",DUCTILE IRON PIPE ISREQUIRED. - '- r ,v; ° ' ,. �:_''. " .' ; . ffi � L. w x ° «' > sa,'.. •"" „� ,�' , 4 ' < �' S`i.` pi4s:. _ ;ro.•<,,, z. W :'°+"ar, a-.P,r>' ¢ L F �, ppA ,p.,,�. x °' :.y Y.�^3$,^ .a d,y 9F+ ; ,,,. $:$ •'k t�` -„� .4'.... ,YgR �''i: '?'x e`,°1 >.`,« I ,9 v*e & ,^^`.,.,.g.. .. ^ Y '^y, �+a.,8 f Y '!'yv�.+`.,A�a; a" t P'•`:l'. >,) Y-.°°:�n��'} ''''�•:•� .h,,'r e<.e P9;; s, fig° ;A °+ffi .,i:.Y`a,•,}f`.., .tffi,.". ,g �R' « ,'j' .fir,' F,,'-I'�"o*� °&'••;;r{ a < , ".,=aS_ "a"r w,,C"> Y:*.`t.. 4s"• z;'„", y' "1' .''s°;5' ,::a- < e•„'f, 14. REFER TO LIPA STANDARD SHEETS FOR PROTECTIVE BOLLARD SIZES,REQUIRED SETBACKS AND OTHER : ',- vim '.;,h >�;; f<, « :-.. t y t,, �,; ^ Q,t';+ A "' C'.x,.'g° '_. b '„� «'^ :2 : • . � ;t a < . '�" c: ,,w '. a ,e r ,�: : > ,,., ,�,, _x :,..�. F ,� y ��\ SITE PLAf� DIMENSIONS AT TRANSFORMER AND GENERATOR PADS. "` ,a,4 ".t ; ,;,x{ a>".- .; $•` 7"' e s 'Ma ii,."j"'d'i..,.sp , a,T,,a a. sue,3 �..' gg yr ', ,.,ri'ro-, c,,. 'i' Y'�.k,-.. ,,,'�.; i1a- F,..•,t' ' ,. ^a a`e'�r< ;.`"%. .�a ,�a,• ,f .' A,°•• ��'i.4,. 'a#$q.M t .." v , " ,, M, « °I>„ _� , a..,, , .., ., r n' 4 rw, a- el >•,;_, �> t m-rvr�1..'' .a 'i- -1° ,"4. �!, i "4*rV r �,'�r• p`' '-�.. " ' '' 15. WATER MAIN TAPS,INCLUDING TAPPING PERMITS AND FEES,METER REQUIREMENTS ETC. SHALL BE . #« gg "ys: •r °� r:_ ,.«: .'"i" .° t �- « ' _ 1 1 ' ., I' 'gy ,,�,„.",I;,,a;r' w". a,> , ,s>° x^ y ,•+q sa i° ..� >`0- .• ,y ,;. ;i :4 � :,xis` Avg• COORDINATED WITH THE SUFFOLK COUNTY WATER AUTHORITY. ' „'�,•. -' a "'> -. a . ' 4 t. , a;; 10,E fi`' s„" " a :y 3 ,0. y , a _; v" - ,y ,.i-. 8 -as $ »'b na iYti'§"^ y .$,T ss���,�"^t.'Y!�` ',yy' " :'.', ; t p, <d•" � ,:tip''�7 q �', *!i ^,`r' `- '�$' 7, ';+.!',`, rev ki'.•.- ��F��Cy ,KI, } v',f .; a3" a:,.e, ; s, ProectAddress: +, ;• 5a a- s. ,:` �` 6r# : "•. -'�a _.t,r .w°°,° S i;.`1••` �< a;1r.;>'`n' '`- f 16. EXISTING WATER,SEWER AND OTHER CASTINGS DISTURBED DURING WORK SHALL BE ADJUSTED TO GRADE _ . t., A " «°.;. . E ,., 4". - :8 :>y,; ,. .,,,�• .,,: fit. ".,, ,-, x z; AS RE UIRED. t t 1 , ..dtt, «4 m, x.< 5 � ° F s. , I I �,. � ��< UTE 25 Q 1 a .. �.. 6655 RO Sara_' i " r ,.,? 1 ` _3'§ '•,-�J' a°<r... §¢^ `;#" s;p ,' y,�; o, 6� + , „ ^' .:i m , s' ,�w -0 "4,' „'2.,y.' ,,rq .$,d ° s'},,', `£?R,;, 'fi: :v"°S ''','sz- ,,„' `' ax p�"-: 7- , A$• v,_-'-,,,r '+'.,,a^.." r � ya "°i. *ei''�a: + :'+ R ai• �, fry' �, ,s^, ,,,,�s'y. 'e'.d u'4->p. :,• ..V. », g.�w�x'r.;• •. SITE: THE ENCLAVES :« ,z %,:�,...: :, " ' d.d. .,.� '�;';" R ,< < > .. , c � ,. c,k , .; .� a a SOUTHOLD 17. ALL PROPOSED DRYWELLS SHALL BE PRECAST,WITH PRECAST OPENINGS FOR DRAINAGE PIPE AND SHALL M„ s x, ;p . , _ ;, .{ b, ., ,.", ,„, ,f,_ CONFORM TO SUFFOLK COUNTY STANDARDS. , 56655 ROUTE 25 , $"° °* , b = A` �a a•� ,..4 '•�J s .• "; � . '.: ,, :..a. ` t, ,,:,,- y'- -,a .� �� ;; "v� SUFFOLK COUNTY NEW YORK SOUTHOLD,NY r- '' :. 7, ' :4"q _ _ ; $ts �° , , .,, . -, : x °k { „ , ..F.- xB :'}y.,',, County Tax Map Number. Conbact Number. i . �i,' ., '. s w� °y r �:, +a; ,x o V %.s 1000-63- -1 SCTM#: i'� ' , Ii 100 a:I ' �,° ;;i,"' '"° ,�_ a P ✓. F a ,�,.g-,.,,�: : ? r.' ,� 1000-63 3-15 « A�a, M q q• < ,,.«,y. 3.... ,,a .. Regulatory Reference Number. -. - .. , m."° b i c 1` k 't<'- °`t '-'" ,S m,i.. x _:,� 's€ ?�:c:.n.s-. -'";era, •`3,�['; '.'`� LOT AREA: 6.75 ACRES I F '- ` .s,"°R,.w ,yr �� a :,aa fig, " ':;.t,� 8a::^.e a',, ,<i'�.:'Y,-•'?w'' ''. ' . ... ' l^ '..,�»« �` ,- x i Xe;°•'t a.. Ne of Drawing: i ' � .._._ _ !",iP 1 'd't , aka , ;�` '^t .,m ".-,,,W,"." ,,, ".>�a i,".° , ,.a y,'`-a ; "':k.'.�. _ A.<. ':.r.:: ,"< ""�«,, '°a,a 0 _�,f ,`�. b.,- ,a, A: a,�,- ,n� "✓,a- 4`. .",1`�� N�',�.a, .. .�yi-';': ',';# NE HAMLET BUSINESS e j ., p��., , a , - .. _.......... ... .... -n ° "1, • „`�Y' ,R 5 "to urve Notes �'. *;. " �_', t � �. I �.: q y RE UIRED .I t w s �° „ at,t t"�» «� =�;;h,::e�1 a :. :� Q PROPOSED PROPOSED WIEVENT SPACE t a' 9 ' �p �a ' ,, F : .s:71A s n ,.�. 's°r"° `, .„a L t. ... .�.< ., .,,, a' ,,`` ,a ";fie '„a, i .a' 11 _ _ Y. e�, � . ;, 13a� SITE P LA N MIN.LOT SIZE a` .� ..«<:. :• ,`.g" ,,. 1:` ;, a' >' , 20,000 SQ.FT. 294,202 SQ.FT. 294 202 SQ.FT "' - `,ri-:`e ,, ffi :- .."„ {{ ,. 9. '. "" M1 >w^^° g 5.,.>Y."` .'", "t^ R< „b' •.A':}, .3 xE(>q ,m«- Y >4 6 -$• U 1. SURVEY PREPARED BY JOHN MINTO SURVEYOR,93 SMITHTOWN BOULEVARD SMITHTOWN NY '� w' ' ;,:`;j, ; a `' - :y° ,__1 4` e° , m.<, , I�:�� . MIN.LOT WIDTH 60' 190.66' 190.66' y :- c:x °:°;f o, � 3'. c tVi,a: <<. y a• « ., ,+M;a' 8 r> .q`' #. ,.��, 't 6 NSd N .,+' y.�, 9).V:' �-' °a4s <8` y>�,a .>r ss'%<'f ,.? 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MIN.BUFFER AREA ALL YARDS 15' ,�- � `, § „� j -°r ° + , '` . `` , ✓4' yr, -e.` +« ,• .' <*4"°r>, ' < °,.c ,° -•, fi F i y keA;.. Y;4'C* ^�'t „ d ffi F ,tto.lip a 0, - r r a9 ✓N , :�.P t- :. .;t�,e:',_ ,r,.,,. w ,, a, yr Yy 'ir "r ib�..: a'`' ';.'r S. ¢, ,4 , "$w'. �.-,s+s ex a# .a. #g ,�,� '"- ,4^q "3• m «, i a ,<. p "l b V"4 C A 4"� $r 6•> «rod ''. 'd a a �,✓ b " 'k D r a 1 w h "-2..s x. F^s " w .:,,...... * .....�.. "»sew H .......�. i.. .,..�, ,a...m_ .€ss..s,. .. ,.... ........n_.t. .. ... s....-f,„°,.. __W«.K. ._. ' __r1 r. 1"m,,,. _a�w.{t n..:. „. m x„° a<' d>ka y��'4 r' r, m 'a% y ca 200' RADIUS USE MAP _ �i 2/-�/� Z (5 E. SCALE: NTS '` EC IV"""_ Sheet of 4 1 a 1 17 �N FEB 2'" 2022 a PWGCProjedNumber: ri y iil 50 U��01�0 W n Unauthorized alteration or addition z Planning Board I mthisdrawngandrelateddocuments AVG1601 E fs a violation of Section 7209 o of the New York State Education Law �o a f � it /A i f Existing Proposed Notes Existing Proposed Notes Existing Proposed Notes Existing Proposed Notes Political and Property Boundaries Topographic Features Utility FeaturesrI __. ....... .. __.. ._. -. . 6"RD PROPERTY LINE:RIGHT-OF-WAY LINE - - - - ----- 14 -- MINOR CONTOURS - ---~ - >:• - = = ROOF DRAINAGE 2C BC BOTTOM OF CURB 1 "a 15"D ~ `"' BW BOTTOM OF WALL INTERIOR PROPERTY LINE 20 MAJOR CONTOURS - - - -- DRAINAGE - - - - - - - - - - - - - BUILDING SETBACK LINE - - 'RI D u E i I ITT — I RIDGELINE -••----.— -- ---- LID UNDERDRAINAGE C,T., CAN ; CABLE TELEVISION Strategic Environmental and Engineering Solutions EASEMENT TOP OF SLOPE TOP OF SLOPE -~~ - -~ -- - FD FRENCH DRAINAGE {,rf CB CATCH BASIN WETLAND FLAGGING BOTTOM OF SLOPE BOTTOM OF SLOPE 6"S SANITARY SEWERAGE ■ ■ ® ®�( I.W.W. ;C CO CLEANOUT �- LIMITS OF CONSTRUCTIONIDISTURBANCE :L.1 e L: t. EL.123.45 + EL.123.45 ! "'"'"'" FM FORCE MAIN ' ® • • • ■ SPOT ELEVATION O D DRAINAGE — - - - - — MATCHLINE _ _.._.._~ _.._..i,,______ __ 12"W WATER MAIN TC,'9 4 TC 123.45 C3f.` I DMH DRAINAGE MANHOLE 630 Johnson Avenue. . Suite 7 TOP and BOTTOM of CURB ELEVATION - - '>' l°: -- ~ 2"DW DOMESTIC WATER SERVICE Curb and Pavement - <.. BC 122.95 Bohemia . NY . 11716-2618 L ' DW DRYWELL 6"FP FIRE PROTECTION SERVICE Phone: (631 589-6353 - Fax: 631) 589-8705 TW 123.45 CONCRETE CURB TO BE REMOVED i?.`, '� BW 113.45 TOP and BOTTOM of WALL ELEVATION __ .__... __ ._._ G NATURAL GAS EBX ELECTRIC BOX E-mail: INFO@PWGROSSER.COM »"t EMH ELECTRIC MANHOLE - CONCRETE CURB --- - -- --- OE OVERHEAD WIRE CONSULTANTS PAVEMENT TO BE REMOVED Drainage Elements - - E ELECTRIC POWERLINE -} EX EXISTING ' EDGE OF PAVEMENT €,X;'•,``"i A-1 DW A-1 --- — - � - -- T TELECOMMUNICATION FA FIRE ALARM t='1>5,=;:; RIM 135.43 DRAINAGE STRUCTURE LABEL -------- SAWCUT LINE I;Jtf 1?:<:3<<:' INV 130.43(N) F1, FOC FIBER OPTIC CABLE C FD ; FRENCH DRAIN -w.-�..- -- - - ---------u.t:,- ---- -- CATV I CABLE TELEVISION ,,, FM FORCE MAIN NEW PAVEMENT TRENCH DRAIN - --- FA - - FA FIRE ALARM It's/ FOC FIBER OPITIC CABLE TRF TRAFFIC WIRING / HEAVY DUTY PAVEMENT C) DRAINAGE MANHOLE with GRATE INLET _ FP FIRE PROTECTION SERVICE FIRE HYDRANT G i" GAS 0 D��`1 ® (®) DRAINAGE MANHOLE with SOLID COVER � � WATER VALVE GV GAS VALVE Building and Elements D4 GV ei'",s HYD HYDRANT i BUILDING TO BE REMOVED L t W F ® CATCH BASIN with CURB INLET ' ` GAS VALVE L I ICV IRRIGATION CONTROL VALVE EMH I>.I.; INV ELECTRIC MANHOLE INVERT BUILDING r � / LA DRYWELL with GRATE INLET _` -O- UTILITY POLE L'� LANDSCAPE r - - - - - - 1 _. .._ �� �� L€' LP LIGHT POLE CONCRETE TO BE REMOVED -<' P LIGHT POLE L - - - - - - J i MON 0rn ORD ROOF DRAIN MONUMENT a ; ® Cal) DRYWELLwithSOLIDCOVER :,"y` OHWOVERHEAD WIRE CONCRETE and CONCRETE WALK r� ? p O POST RD ROOF DRAIN SIGN QENT OHD BUILDING ENTRANCE and OVERHEAD DOOR M �� ::"61 RIM RIM ELEVATION I ) 0c, DRYWELL with BURIED CONCRETE COVER ,.I'""` OO IPF IRON PIPE y S O BOLLARD PROTECTION `' ^ u ® MON CONCRETE MONUMENT SANITARY/SEWER ai'' SMH SANITARY I SEWER MANHOLE I @CIRF CAPPED IRON ROD "K SPK SPRINKLER HEAD Fence and Property Features ti �� DRYWELLwithCURBINLET ?" @IRF IRON ROD T T TELEPHONE TC TC TOP OF CURB x CHAIN LINK FENCE CIRS t @ CAPPED IRON ROD SET :r----•- l ; - - STOCKADEFENCE Tti'i TMH TELEPHONE MANHOLE FENCE(OTHER) �``�- " SOIL BORING T" TRANS I TRANSFORMER ' - RETAINING WALL Sanitary Sewer Facilities , TSB - -- -- TREE LINE YIP A-1 LP A-1 0 TMH TELEPHONE MANHOLE TRAFFIC SIGNAL BOX - - SANITARY SEWER STRUCTURE LABEL T<,r TSP TRAFFIC SIGNAL POLE RIM 135.43 [� ❑ TP TELEPHONE PEDESTAL - - - - - EDGE of WATER LINE I HIGH WATER I ?'' C,43 t'•f INV 130.43(N) TOP OF WALL foot 1 <`;� ❑ TRANS TRANSFORMER .� Co CLEAN OUT L' LID UNDER DRAINAGE p TSP TRAFFIC SIGNAL POLE V, w WATER tt WV WATER VALVE I_._ T�0 ❑TSB TRAFFIC SIGNAL BOX ® �) SANITARY SEWER MANHOLE �b T I LIT•>: EBX ELECTRIC BOX VIF VERIFY IN FIELD 3[d i_I 7 C1 I O I CV IRRIGATION CONTROL VALVE 6 5 LEACHING POOL w COVER TO GRADE •.,.• C "• 0 Sf K SPRINKER HEAD 4 REVISED PER TOWN COMMENTS 02/15/2022 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 / i"l 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date SEPTIC TANK with COVERS TO GRADE Designed By Date Submitted TC 01/20/17 Drawn By Date Created TC/LT 08/23/16 F ®'/ GREASE TRAP with COVERS TO GRADE _ Approved By Scale BG AS SHOWN Client: THE ENCLAVES 56655 ROUTE 25 LEACHING POOL with BURIED CONC.COVER / SOUTHOLD, NY Project SEPTIC TANK with BURIED CONC.COVER SITE PLAN Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contract Number: 1000-63-3-15 Regulatory Reference Number: Title of Drawing: SITE PLAN LEGEND a N d Drawing Number: 0 Q U W RECEIVED 'gz �— ----- ---- o FEB 2-.�, 2022 ; / s Sheet of 4 q south—old Town 2 17 Planning Board 3 PWGC Project Number: LU IL LU W Unauthorized drawing alteration deated docadduments AVG 1601 Z In this d awin and related documents w Is a violation of Section 7209 o of the New York State Education Law 0 a a L11 II RESIDENCE RESIDENCE LL Q .JJ LAND NOW OR FORMERLY OF a , _ _ — TOWN HARBOR LU ANTHONY FORGIONE M — — — LANE S.C.T.M. NO. 1000-63-03-17.3 � «s = o � = U o 0�_ o � o LAND NOW OR FORMERLY OF Pool o N z VALERIE M.SCOPAZ p N PROP ED PERVIOU LAND NOW OR FORMERLY OF o N S.C.T.M. NO. 1000-63-03-16AEXISTING RESTA ROPOSED6.5' Z �- F- WOOD POSTS (GRASS PAVERS) HIGH STOCKADE \�Ji EXISTIN p Z U MATH NETTINGFENCE VINCENT DOLOMITE&ILEANA DOLOMITE FENCE PROPOSED6.5'HIGH LINEOFEXISTING1STORYFRAME PROPOSED6.5'HIGH ro z O (n " STOCKADE FENCE DRIVEW Strategic Environmental and Engineering Solutions OL o = SHED To BE RENOVATED AND OODEN STOCKADE FENCE REMOVE S.C.T.M. NO. 1000-63-03-17.4 ROPO D 6.5' w REMOVEINCORPORATED INTO MAIN EO(SEE SIGN W/ACOUSTIC BARRIER EXISTING HIGH ST CKADE v Z RELOCATE EXISTING 1STRUCTURE SCHEDULE ci REMOVE FENCE A Q STORY FRAME EXISTING THIS SHEET) GARAGE TO REMAIN 31 FENCE �¢ ° _ - - 622.78' S07°44'40"E S07°38'10"E W o W �..-....� SIGN _ ' X to wo Y s s---- s s{ s s / �' Ewell TO C0 630 Avenue. • Suite O `LL s— �s NEW PROPOSED 1 Johnsone s o �RELOCATEDAS i Bohemia • NY• 11716-26187 o �; LO I IRRIGATION WELL CV o- - - y o O o s, 2:$, Q W Phone: (631) 589-6353 . Fax: (631) 589-8705 c MOUNPROPPRIPOTABLDECUR /"tPROP z' a} u O \m 5 �� I I E ISTG. H E-mail: INFO@PWGROSSER.COM j 1 PERVIOUS m 0 Q' 5 / OVER ---------------_ _— —------- EXISTING TO BE O PARKING i'. . — \s _ '� REMOVED .W --- - c�i Z �``- J 1 FF �.s CONSULTANTS O `r e / / EXISTING TO 2 STORY STRUCTURE TO REMAIN I SIGN O PROPOSED EVENT RM. • PROPOSED RESTAURANT cb IRS GAREA E O s FF:27.5 1 51 OF, 75' Y ! PROPOSED HOTEL ' _ �I SLOPE • • s—s I I PROPOSED K a FFEL.320 G :° ----�/ FRONTYARD r o � . I R7-8 SEE SIG _ - PROPOSED 26'3 ( N TYP. 9-0 /^\ EXISTING STRUCTURE c W W K 50 SCHEDULE /slate Q Q THIS SHEET) 9 O / CL WALKWAY o _l J A� a p p I ROPOSED PERV US � m SIGN 25' R7-1(SEE SIGN TRUCK FRIESTAURANT PA KING CL Z Z s (1POSEt9tY6f1tG --- - . �<.. 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' P THIS SHEET) S.C.T.M. NO. 1000-63-03-14 O 20'-0" HOT SEE SIGN o R o E J TyP. y I I—+- - LOADING ;. I 13t TUB :' BERTH AREA SCHEDULE a o ( COTTAGE4 Q $ =- LIGHTED THIS SHEET) `HOT BW:27.20 BW:27.25 ENCLAVES SIGN = �"z' �z' U) TW:30.5 RAMP— TW:30.5 RAMP o I LOCUST LANE PROPOSED s s TUB I__ ____ (SEE ARCHITECTURAL LIRR ci PARKING O .. > .„„ w ..,-. .. w., w_ a, = = PLANS) PROPERTY AREA WALKWAY u w Z � O ,. ,...., .�, LINE 11 15310" - - _ _ -'-- R4 7A SEE SIGN R6-5P SEE SIGN 1 s 20 SCHEDULES SCHEDULES w THIS SHEET a a tA � �. $". �. �. N -____ _ THIS SHEET) ) o = PRpPOSED �' Li i i =�- - _ I TYR _ -= LAND NOW OR FORMERLY OF 9.ARBAGE t AREA*$' � i S.C.T.Mma ANE NO.R000-63-03-13 YAN SIGN w PROPOSED PARKING AREA 111" """ tp, C. , picv 9 : � 0 > NEW PROPOSED IVEWAY � TYP. REORYARD p aio co SETBACK p K N oo W � p R N05°30'50"W 616.57' -��— -- - - — PROPOSED 6.5'HIGH WOODEN TRUCK o N STOCKADE FENCE i LOADING 7 N rn R7-8(SEE SIGN R7-1&R7-8b BERTH AREA R4-8A(SEE SIGN R4-7A(SEE SIGN SCHEDULE SCHEDULE SCHEDULE (SEE SIGN R4-8A(SEE SIGN THIS SHEET) THIS SHEET) 6 REVISED PER TOWN COMMENTS 02/15/2022 N THIS SHEET) SCHEDULE SCHEDULE 4 REVISED PER CLIENTS REQUEST 02/18%021 ED FEIS COMMENTS 05/11/2021 LAND NOW OR FORMERLY OF (TYP.FOR 4) THIS SHEET) THIS SHEET) CHARLES W.WITZKE (TYP.FOR 2) 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 �q---°---'--' S.C.T.M. NO. 1000-63-03-28.1 R7-8b(SEESIGN N05°30'50W SCHEDULE 2 ADDRESSED DEIS COMMENTS 07/17/2019 THIS SHEET) Number Revision Os44tROOMS-UPDATE UTILITIES 04/11/ 017 51.34' PROPOSED SITE PLANDate LAND NOW OR FORMERLY OF Designed By Date Submitted SCALE: 1TC 01/20/17 ' = 40' PIECES REALTY HOLDING LLC Drawn By Date Created TQLT 08/23/16 0 40 80 Approved By Scale ttt_ � I3G AS SHOWN Client: SCALE: 1" = 40' THE ENCLAVES 56655 ROUTE 25 SOu� I THOLD, NY Existing Proposed Notes Project- RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED Political and Proper'Boundaries 74 SEATS/3 24.6 SPACES(1ADA INC.) 38 SPACES(2 ADA INC.) OR SIGN SIGNS OR MUTCD 2009 ED. SIZE OF SIGN SIGN SIGNS OR MUTCD 2009 ED. SIZE OF SIGN SITE PLAN 1 PER 100 SF FLOOR AREA 3,806 SF=38 SPACES(2 ADA INC.) 38 SPACES(2 ADA INC.) / DESIGNATION SYMBOL PLAQUES SECTION NO. CONVENTIONAL DESIGNATION SYMBOL PLAQUES SECTION NO. CONVENTIONAL PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE ROAD ROAD HANDICAPPED ACCESSIBLE PARKING NO TOTAL RESTAURANT PROVIDED:27 PAVED SPACES(2 ADA INC.)AND 11 GRASS PAVED SPACES:38 TOTAL WITH VAN-ACCESSIBLE PARKING PARKNG R7-1 A NO PARKING - 12"x18" R5-1 DO NOT ENTER WNW"HOTEL PARKING SPACES REQUIRED SPACES PROVIDED � j � Project Address: 1/UNIT-44 UNITS 44 SPACES(2 ADA) 90 SPACES(4 ADA INC.) RESER 56655 ROUTE 25 PARKIJG SO UTH O L D OR � 96"MIN 96"MIN R7-8 ® ADA PARKING - 12"x18" „u 96"MIN, NYR3-14 rRAFFIc ALL TRAFFIC 24"x30" 1/EMPLOYYEE(12)+1/UNIT(44) 56 SPACES(2 ADA,INC.) 90 SPACES(4 ADA) —►1777-1 SUFFOLK COUNTY, NEW YORK PROVIDING 4 GRASS PAVED OVER FLOW PARKING ON SITE R7-8b ACCESSBLE VAN ACCESSIBLE - 18"x9" County Tax Map Number: Contract Number. TOTAL HOTEL PARKING PROVIDED:90 PAVED SPACES(4 ADA INC.),4 GRASS OVERFLOW SPACES:95 TOTAL a 1000-63-3-15 ALTERNATIVE HANDICAPPED ACCESSIBLE PARKING PAINTED R6 5P ROUND ABOUT - 30"x30" Regulatory Reference Number. ( / WITH VAN-ACCESSIBLE PARKING _ DIRECTIONAL _ TOTAL SITE REQUIRED:38 RESTAURANT+56 HOTEL= 94 PARKING SPACES / ARROW - ride of Drawing: TOTAL SITE PROVIDED:38 RESTAURANT+94 HOTEL=132 TOTAL PARKING SPACES COLOR-WHITE ENTER "PROVIDED OVERFLOW:34 HOTEL PAVED+4 GRASS PAVED=38 OVERFLOW 132"MIN!60"MIN. 96"MIN. ED ONLY ENTER ONLY 18"x18" VAN R1-1 S T�I P STOP 26.05 30"x30" PROPOSED SITE • , R4-7A K—► KEEP RIGHT - 24"x30" — PoGHT TRAFFIC CONTROL STANDARD PARKING SPACES R3-1 �•=� NO RIGHT TURN - 24"x24" KELR AND PARKING PLAN 3 N R4-8A �— KEEP RIGHT - 24"x30" y ACCESSIBLE SITES AND EXTERIOR FACILITIES REQUIRED ADA PARKING bERr TOTAL PARKING MINIMUM NUMBER IN LOT OF ACCESSIBLE SPACES 1 TO 25 1 Drawing Number, o 26 TO 50 2 51 TO 75 3 76 TO 100 4 1/ GRASS PAVED PARKING SPACES o 101 TO 150 5 ~ I V t- c,- 151 TO 200 6 201 TO 300 7 .-_—.. — _` 6 e FEB 2 �� 2022 J Sheet of HOTEL RESTAURANT `-- 3 1'T 91 ON SITE PAVED PARKING STALL PROVIDED 27 ON SITE PAVED PARKING STALL PROVIDED EoU- FO—I l own o Planning Board g 3 STALLS ADA COMPLIANT PARKING STALLS 1 STALLS ADA COMPLIANT PARKING STALLS PWGC Project Number LL 1 ADA VAN ACCESSIBLE PARKING STALL 1 ADA VAN ACCESSIBLE PARKING STALL Unauthorized alteration or addition AVG 1601 F - ---- — to this drawing and related documents w is a violation of Section 7209 o of the New York State Education Law L o - �a 6. u WOOODENDEN S STOCKADE FENCE t - LAWN/SCULPTURE 41 WI ACOUSTIC BARRIER � GARDEN o Strategic Environmental and Engineering Solutions I_ 111t , d GRADE EL.30.5 24'-0"I COTTAGE I PROPOSE HOT PARKING TUB � Fs)� I }� I CHESSBOARD �/ OUTSIDE SWEPT PATH AREA f719 . - PATH OF FRONT WHEEL Suite 7 POOL CABANAS a r o 630 Johnson Avenue. . a TW:30.5 TW:30.5 ',� DECORATIVE SHI 90 % Bohemia . NY . 11716-2618 I BW:27.25 BW:27.25 ,'", ,�',j \t6 a POND Phone: (631) 589-6353 . Fax: (631) 589-8705 3 `HOT COTTAGE2 INSIDE SWEPT PATH PROPOSED 2.5'H E-mail: INFO@PWGROSSER.COM x' z s ' TUB RETAINING WALL 16-0' CONSULTANTS - GRADE EL.27.5' +EL, 7.25 ' FF EL.32.0' rl HOT N ( i TUB ( ` c ii COTTAGE 3` RIGS ♦ ¢ a w HOT N ga 223'-l' 3 f POOL AREA s s TUB PROPOSED FRONT 30.00 A7 YARD SETBACK o c r PLA COM az 20, GRADE EL.27.5' HOT -- -- ------ -- - - ° S P. 20A� r2 a f TUB _ v 4.0 It 38.Off Y a a 00 r COTTAGE 4 3 �" STEERING LOCK ANGLE=31.8 deg. `HOT BW:27.20 BW:27.25 =_ __- z z s s TUB TW:30.5 RAMP TW:30.5 RAMP - _-__ --- _ _ ACHIEVED STEERING ANGLE: 20.0 It SWEEP ANGLE:19.1 de WALKWAY _== _ ;i i ,a::a;'iri' ( �s FA1t ':Pr' erti! u: r,i f _ 4.00 20.00 30 deg. g. 60 deg.SWEEP ANGLE:26.5 deg. SU-9M 90 deg.SWEEP ANGLE:29.6 deg. 120 r 20 i N --- feet _ deg.SWEEP ANGLE:30.9 deg. -=.- +... 150 deg.SWEEP ANGLE:31.4 deg. 1 g - r- - -- Width : 8.00 6 ft .o NP• ,� - `-_r___ _-__-� Track 8.00 180deg.SWEEPANGLE:31.6deg. �9'0'* - *9'0'* -------=--------_ :.S"M - ° Lock to Lock Time 6.0 W 01 - i o Steering Angle:nseran zon tact. - 31.8 I 8 0 ft N N -___- _ CW7I PROPOSED PARKING AREAIQ y' -' • AIM 9. I NEW PROPOSED DRIVEWAY OTYP. w M�,Ia81 b G � w o>< SU-9M WOE AASHTOM 2011 (US) W W Cn N (c)2019 Tmnsoft Solutions,Inc.All tights reserved. o ---a- - --a--o o--:--� -o--0��o-a--a---n-o o-o-o---a----a- o-a--a-o-• .�N05°30'50"W 616.57' ��------ PROPOSED 6.5 HIGH WOODEN STOCKADE FENCE LAND NOW ORHARLESW. WITZKFORMERLY OF PROPOSED TRAFFIC CIRCULATION PLAN CHARL Kin W.nnnco PROPOSED BOX TRUCK DETAILS c r-r we �ln �nnn c� no �o � BOX TRUCK SCALE: 1" = 20' SCALE: 1" = 40' 0 20 40 0 40 80 ® I SCALE: 1" = 20' SCALE: 1" = 40' RornosEtre�'ttrcft. ,, �.. .�r.',�. :;t:..:,:.•' ----------- - -- - ----I :>r; �pW00DEN STOCKADE. FENCE LAWN/SCULPTURE r? I ACOUSTIC BARRIER GARDEN ; 7 5 GRADE EL.30.5' r4 REVISED PER TOWN COMMENTS 02/15/2022 I C j 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 24 0. COTTAGE 1 " \ 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/1 112 0 1 7 PROPOSE s rtr HOT Number Revision Description Revision Date PARKING TUB CHESSBOARD r ' ' AREA � c; POOL CABANAS > TW:30.5 TW:30.5 "" Ol 3 BW:27.25 BW:27.25 r; `%E l DECORATIVE OUTSIDE SWEPT PATH Designed By Date Submitted 16 POND PATH OF FRONT WHEEL TIC 01/20/17 90� Drawn By Date Created COTTAGE 2 TQLT 08/23/16 HOT PROPOSED 2.5'H 4 s TUB RETAINING WALL GRADE EL.27.5' + INSIDE SWEPT PATH Approved By Scale ---- - EL: 725 FF EL.32.0', 16'-0" V; 16'-0" BG AS SHOWN y I TUB o Client I THE ENCLAVES I a 56655 ROUTE 25 a COTTAGE 3 RIDGE f - a a " _ TUB g �+ POOL AREA PROPOSED FRONT 3 w 3 24.50 s ^6 "" YARD SETBACK L oS o ?tip SOUTHOLD NY J, PlA:C RTS E:• �'R 2 w I GRADE EL, ' I € - 27.5' - 22 Project 20- HOT o- 11 4.0 ft 30.01 TUB of 0 a.COTTAGE 4 - 2 4.00 15.50 �HDT BW:27.20 BW:27.25 Z z C0 STEERING LOCK ANGLE=31.1 deg. TUB 00 TW:30.5 RAMP- TW:30.5 RAMP '__ _ Stretch Limousine 15.5ft ACHIEVED STEERING ANGLE: s s - O WALKWAY feet 30 deg.SWEEP ANGLE:19.0 deg. SITE PLAN 'w 1 VAM Width 6.00 60 deg.SWEEP ANGLE:26.2 deg. Track 6.00 - 90 deg.SWEEP ANGLE:29.1 deg. Lock to Lock Time 6.0 5.0 It120 deg.SWEEP ANGLE:30.3 deg. Steering Angle 31.1 - _---_' - I I 150 deg.SWEEP ANGLE:30.8 deg. �. �- 9' 6.O ft 180 deg.SWEEP ANGLE:31.0 deg. Project Address: 1 TYP. - - -- - ii _ 56655 ROUTE 25 -. '�� •"a°"�"� "'� so 1 0�I� PROPOSED PARKING AREA L; y 1 Y m Stretch LimousineSOUTHOLD > i a p NEW PROPOSEDDRIVEWAY 01c, 91 SUFFOLK COUNTY, NEW YORK TMP I o ARCHITECTURAL Ij County Tax Map Number: Contract Number. W a a (0)2019 Tmnsoft Solutions,Inc.All tights reserved. 1000-63-3-15 B.I wow 0? n Regulatory Reference Number: wowou w Go N Title of Drawing: rn O 4 o a--0--a--a---a CV-0 ---a- a---a--o- o--0- o--a----0--o--a--a--n-�.---a--a-a---a-o-o--0 0-a-----o-----o---0-o-----0----13--c-a--a--0-a- ---a-a-a-�--a a---a- o o- ---ice-�-�---"��-a_ -0---a--a-a-a O -0----a---a-a-a-a-a----O N05°30'50"W 616.57' PROPOSED 6.5'HIGH WOODEN PROPOSED SITE STOCKADE FENCE CIRCULATION LAND NOW OR FORMERLY OF crT&ARLE n -inn�TGKE' no -i PROPOSED TRAFFIC CIRCULATION PLAN PROPOSED STRETCH LIMOUSINE PLAN AND DETAILS STRETCH LIMOUSINE DETAILS a SCALE: 1" - 40' SCALE: 1" - 20' Drawing Number. U 0 40 80 0 0 20 40 w U SCALE: 1" = 40' J , ® "z P SCALE: 1" = 20' I- --- �� �'- mm 2/�3/z FEB 2022 I Sheet of o q i 4 17 �>outllold Town � g Planning Board PWGC Project Number: LL LIJw Unauthorized alteration or addition AVG 1601 z to this drawing andd related documents Is a violation of Section 7209 LL o of the New York State Education Law o a a s I.LI RESIDENCE RESIDENCE LL ¢ _Jl \\ LAND NOW OR FORMERLY OF a M TOWN HARBOR_ _ ANTHONY FORGIONE � co — — — LANE S.C.T.M. NO. 1000-63-03-17.3 «s = `9 —� OU> C) or_ o 0 rl o LAND NOW OR FORMERLY OF POOL O �3 N Z VALERIE M.SCOPAZ PROP EDPERVIOU O " � S.C.T.M. NO. 1000-63-03-16 RESTA ROPOSED6.5' LAND NOW OR FORMERLY OF z }• F- WOOD POSTS (GRASS PAVERS) HIGH STOCKADE EXISTIN 0 z U WITH NETTING FENCE VINCENT DOLOMITE&ILEANA DOLOMITE PROPOSED LINE OF EXISTING EXISTINGISTORYFRAME FENCE PROPOSED 6.5'HIGH OL Z = CA STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED AND OODENSTOCKADEFENCE REMOVE S.C.T.M. N0. 1000-63-03-17.4 ROPO D6.5' w g REMOVED INCORPORATED INTO MAIN W/ACOUSTIC BARRIER EXISTING HIGH CKADE d Z RELOCATEEXISTINGI STRUCTURE a Strategic Environmental and Engineering Solutions REMOVE FENCE m Q STORY FRAME EXISTING c" GARAGE TO REMAIN 310.00' FENCE x o' S07°38'10"E W o 622.78' —_ __............ ......._�_^ _—....... _ IGN - - �.__ _............. -- -�- s__ s— s s EXISTING WELL W .-. , . . . s_------ s_— c71 Wo cYi s NEW PROPOSED / i l TO BE pl m s o 1>j f DRIt":.Y,Y RELOCATED AS o I Ln 630 Johnson Avenue. . Suite 7 i .. o V w \ IRRIGATION WELL 1 CV Bohemia . �$ . < � 1 Q w NY 11716-2618 PROPOSED MONO, 6 0 \ \ I I 2 8" O MOUNTABLE CUR PROP m¢ n m \. ISTG. )— ' OPERVIOUS a x m s , 5._ i` _- ...__ -_J L Phone: (631) 589-6353 • Fax: (631) 589-8705 ;. --- — - 1 o OVE s l ExisTirlcTosE _._ --- -- M z W E-mail: INFO@PWGROSSER.COM r PARKING REMOVED _ \ Q 1 O ".i t *",^vK A. 5 rn 1 - --- � s��_ 7O EXISTING TO 2 STORY >- cb —� s_ STRUCTURE TO REMAIN Z CONSULTANTS — s SIGN- s f PROPOSE)EVENT RM. • — — O I O r ARB GE PROPOSED RESTAURANT 17 2' cb AREA 13 s FF:27.5 .„..✓' �._..� o -...,__ Z , s 5'•7"OF 8"DR-18 @ 1 I ' SLOPE • • s s PROPOSED x PROPOSED HOTEL - s FF EL.32.0' -----�/ FRONNARD ` •" ¢ �1' I-- 9 �'-0'11'-0" PROPOSED ADDI SETBACK 2fi 50r - +_ T/P g-0" \ EXISTING STRUCTURE L Z Z o I /slate z p r IS-0" Q / WALKWAY o _J J o pp ROPOSED PERVI US Y SIGN 1 j ; r RESTAURANT PA KING m 2�j _ _ ,.., :. .. :� a Z Z s EXISTING TO BE (GRASS PAVERS) to c� ', ,'!,, ' :�o'tc'c.•,.. .. r,..attr,• -{=?rAz,;,a.`'1'jc;en'F,'1tL,F^.j:�>ti,`..:� n'cr,:.'��, slates 3 POSI?DB.SNt I L- - - . . . . - -- - - LAWN I SCULPTURE r;i v z -. ._ .-. . s �� I ;! REMOVED ' m m of WOODEN STOCKADE FENCE r 50r >< / �`::" Y' � I /ACOUSTIC BARRIER GARDEN m 75 s s 21`"1° 6 RE(aX t- v ' D SE w 11 q FRONT Y c Cn in SETBACK 6 Q P X l YF1. 19 0" " w 15'-0 << GRADE EL.30.5' NEW PROPOSED DRIVEWAY o 4 . -»..�.»- b AND PARKING rn `� z U PROPOSE HOT COTTAGEI j11K71 i ,r W U O S 2CJ �y�-..w PARKING s .�•„ems„TUB }. 1 i� � �.� �x I CHESSBOARD a LLLL AREA -��I ri u —a—a—a— F POOL CABANAS g, i i• a—a--a_a—a—.a-- _ E- w 25 0" a TW:30.5 TW:30.5 DECORATIVE N04 ~---^-^ READ 0 ? ,. (. _., BW:27.25 BW:27.25 r°C�,71 �, SHED °45'20"W 178.00' YpR �' „_L W�� POND rb SEA 3 COTTAGE 2 O k HOT PROPOSED 2.5'H u} PROPOSED 6.5'HIGH Z-Y s ,•,,,,y,TUB RETAINING WALL GRADE EL.27.5' + � a` o WOODEN rn EL:�725 (F EL.320 0., 16'-0' STOCKADE FENCE W HOT �y, .........,�..,� TUB LL a COTTAGE 3 RfD� ¢ a'0 HOT ga 223'-1" 3 r POOL LAND NOW Sill 3 W 0 OR FORMERLY OF W W Z s s TUB N PROPOSED FRONT EUGEN TOMASIC&MIRELLATOMASIC a o .,r :�• ". _,,,..,,,.,,,,,_,.._.< YARD :;, o � -1 'r I 3 PIA C RTS SETBACK o o zo't� GRADE EL.27.5' -____-_ __- `4 W � e S.C.T.M. NO. 1000-63-03-14 J cr _ YHOT I .. .. a ¢ v m TUB o -- ,. O y I G B o ° t I COTTAGE 4 ..... 3 w 0 ❑ HOT BW:27.20 BW:27.25 z LU 0 TUB TW:30.5 RAMP— TW:30.5 RAMP PROPOSED s s ,............. :`s LIRR N PARKING O «� '^ »�» `zi ii N - "" LOCUST LANE ° AREA PROPERTY LINE WALKWAY ..__............ .tf":�';Ft:,r:.ii.i' �K�i"r;r• _._-•._.,_.�. __ —_ � Z �.sr ..O �. �• - u' v .................................................... Oa U I " LAND . I _ OR FORMERLY RRANRLY OF I`:::, .. GARBAGE S „ N CW71 - SIGN - JA E ti� i A A of ' Irz S.C.T.M. NO. 1000-63-03-13 S Ig �+� PROPOSED PARKING AREA b I Y rn N g, > i m '> NEW PROPOSED DRIVEWAY ,a uJ i oY r� REO'0 a cu o PAD pCK I' t' I Co Co wCo o Ci COwm Ly( !o a---a--o---o a o---o--a—o---o—a -o o '? 0 a—o —a—a- o--a----o --a--o—a—a—a--a--a—o—a--o----o—o--o--o--o---o N05°30'50"W - ���--- 616.57' 1 PROPOSED 6.6 HIGH 1 WOODEN b N STOCKADEFENCE 1b N�j 7 `� LAND NOW OR FORMERLY OF 6 REVISED PER TOWN COMMENTS 02/15/2022 CHARLES W.WITZKE 5 ADDRESSED FEIS COMMENTS 05/11/2021 °—a—°—O—° 4 REVISED PER CLIENT'S REQUEST 02/18/2021 S.C.T.M. N0. 1000-63-03-28.1 N05°30'50"W 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 51.34' 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Data LAND NOW OR FORMERLY OF PROPOSED SITE PLAN Designed By TC Date Submitted 01/20/17 Drawn By Date Created SCALE: 1 rr = 40r TQLT 08/23/16 Approved By Scale 40 A � a r THE ENCLAVES SCALE: 1 - 40 56655 ROUTE 25 ExistingProposed Notes SOUTHOLD, NY RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED Political and Property Boundaries LLLL Proect: 74 SEATS 13 24.6 SPACES(1 ADA INC.) 38 SPACES(2 ADA INC.) ACCESSIBLE SITES AND EXTERIOR FACILITIES REQUIRED ADA PARKING OR TOTAL PARKING MINIMUM NUMBER 1 PER 100 SF FLOOR AREA 3,806 SF=38 SPACES(2 ADA INC.) 38 SPACES(2 ADA INC.) ;/ IN LOT OF ACCESSIBLE SPACES PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE SITE PLAN HANDICAPPED ACCESSIBLE PARKING 1 TO 25 1 TOTAL RESTAURANT PROVIDED:29 PAVED SPACES(2 ADA INC.)AND 11 GRASS PAVED SPACES:40 TOTAL WITH VAN-ACCESSIBLE PARKING 26 TO 50 2 NO ADDITIONAL EVENT PARKING AT RESTAURANT 51 TO 75 3 76 TO 100 4 HOTEL PARKING SPACES REQUIRED SPACES PROVIDED 101 TO 150 5 1/UNIT-44 UNITS 44 SPACES(2 ADA) 36 SPACES(4 ADA INC.) 96"MIN�96'MIN 151 TO 200 6 Project Address: 56655 ROUTE 25 OR 201 TO 300 7 1/EMPLOYEE(12)+1/UNIT(44) 56 SPACES(2 ADA,INC.) 36 SPACES(4 ADA) SOUTHOLD PROVIDING 4 GRASS PAVED OVER FLOW PARKING ON SITE 4 GRASS PAVED OVERFLOW HOTEL RESTAURANT ALTERNATIVE HANDICAPPED ACCESSIBLE PARKING 96 ON SITE PAVED PARKING STALL PROVIDED 27 ON SITE PAVED PARKING STALL PROVIDED SU FFOLK COUNTY, NEW YORK PROVIDING 68 VALET PARKING SPACES 68 VALET PARKING 'i WITH VAN-ACCESSIBLE PARKING 3 STALLS ADA COMPLIANT PARKING STALLS 1 STALLS ADA COMPLIANT PARKING STALLS County Tax Map Number. Contract Number: 1 ADA VAN ACCESSIBLE PARKING STALL 1 ADA VAN ACCESSIBLE PARKING STALL 1000-63-3-15 TOTAL HOTEL PARKING PROVIDED:36 PAVED SPACES(4 ADA INC.), / �/' - - Regulatory Reference Number. 4 GRASS OVERFLOW SPACES, 132"MIN!60"MIN.196"MIN. Title of Drawing: 68 VALET SPACES:108 TOTAL VAN ` HOTEL EVENT PARKING REQUIRED:100 GUESTS ALTERNATIVE 10 HOTEL ROOMS x 2 GUESTS PER ROOM=20 15%OF EVENT GUESTS DROPPED BY FOR HIRE VEHICLES=15 GUESTS TOTAL NUMBER E GUESTS NEEDING PARKING=A GUESTS O 20, STANDARD PARKING SPACES PROPOSED VALET s 65 GUESTS 13 GUESTS PER VEHICLE=21.67=22 PARKING STALLS 10 EVENT STAFF AT 1 VEHICLE PER STAFF=10 EVENT STAFF PARKING STALLS 1L TOTAL EVENT PARKING REQUIRED=32 STALLS PARKING PLAN d 9'MIN. EVENT PARKING x TOTAL HOTEL PARKING 108 PARKING STALLS O o ` r ` ''• Drawing Number: 3•< ;�'�'K\ 18, VALET PARKING SPACES a. SET PARKING(NON-EVENT)=36 PARKING STALLS(INCLUSIVE OF 4 ADA PARKING STALLS) `. N . .� `-� z HOTEL EMPLOYEE PARKING=12 PARKING STALLS I ' 1 EVENT PARKING=32 PARKING STALLS 8'MIN. I ( ADDITIONAL PARKING =28 PARKING STALLS FEB 2 2, 2022 ?/rS/'2 Sheet of o.q 11 GRASS PAVED PARKING SPACES Southold Town 5 17 d E Planning Board g PWGC Project Number i rll Unauthorized alteration or addition z E to this drawing and related documents AVG 1601 U is a violation of Section 7209 o of the New York State Education Law L)o 3 q a a w RESIDENCE RESIDENCE Q JJ TOWN HARBOR LAND NOW OR FORMERLY OF aa_ _ _ - ANTHONY FORGIONE CC � M - - - LANE LIJ S.C.T.M. NO. 1000-63-03-17.3or- = v o 0 Ce o o LAND NOW OR FORMERLY OF POOL o ; Z VALERIE M.SCOPAZ �j 5 N PROP ED PERVIOU o N S.C.T.M. NO. 1000-6 - - FIESTA ROPOSED6.5' . LAND NOW OR FORMERLY OF EXISTIN Z 3 03 16 HIGH STOCKADE 7- f-; WOOD POSTS (GRASS PAVERS) VINCENT DOLOMITE&ILEANA DOLOMITE FENCE Z z V WITH NETTING PROPOSED6.5'HIGH LINE OF EXISTING EXISTING 1 STORY FRAME MFE PROPOSED 6.5'HIGH OL m STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED AND OODEN STOCKADE FENCE REMOVE S.C.T.M. NO. 1000-63-03-17.4 ROPO D 6.5' g .. REMOVED INCORPORATED INTO MAIN WI ACOUSTIC BARRIER EXISTING HIGHST CKADE Z RELOCATE EXISTING I STRUCTURE lCBP10 a Strategic Environmental and Engineering Solutions EXISTING FENCE o - 26 REMOVE N Q zffFECTNE /SO7°44'4O"E GARAGE TO REMAIN Dff HRW 5 7 L: Y 31�.00' ..c..-. .__ �- ._.........1T EFFECTIVE FENCE cYi 28 r 28_ nY o DWLST - STORVFRAME _ _._ __....... g' g ¢¢ 32 0 W 622.78' 2s.\ _ SIGN . ® _- 8 - s e s s s • s s s , EXISTING WELL , , / �\ o s-___- s - y o PROPOSED J /Z i(weTO s NEW 0 b� \ DRIVEWAY ! \ j RELOCATED AS L0 my ROHAs pp-FE �� w i s \� 5 IRRIGATION WELL I 0 N 630 Johnson Avenue. . Suite 7 PROPOSED -. w o rLe t .00 rn wM ar w ''•• 4 6 Ry,12p5 O 1YEFFECTIVE IZffFEC1NEDEPTH ROH \8 `\1' I I E ISTG. Q H Bohemia NY 11716-2618 O MOUNTABLE CUR x' PERVIOUS �\ w Hazeo ' __ _. _... �j ' • • �'\ _•.~• 12ffFECTNEDEM rn DEP7H 1 L 5 �-I L \ Ph p Z_, \ wMZT.o ---- -- ExISriNCTOBE one: (631) 589-6353 . Fax: (631) 589-8705 PARKING '' p= IXUF C➢VE� \ s `G REMOVED - - - fn 12 ffFECTNE DEPTH - E-mail: WGROSSER.COM -.•/ •, LCB PJ i '1• O WM3Us , A ...._.... -e - o _ \s \ - 7 Z cb WITFECTNEOEPTH t; ' \��, �- O EXISTINGT02STORY rn 7 - s - _- _ s - - s- a_ STRUCTURE TO REMAIN p �Y PROPOSED EVENT RM. • O PROPOSED RESTAURANT I SIGN CONSULTANTS S ARB GE 0 a - cIb FF:27.5 --- AREA DlPwz t•__ Y / '`./ PROPOSED HOTEL s 5',7"OP d°bt1-18' t i• s sTMzs F \� i1 d, ar SLOPE I I e•EFFE ('R POSED 3 x 75 O / - RONTYARD ' FFEL:32.0' " D� --- ,. ETBACK r � - r i' I _ .. -0.1P-0• PROPOSED ADD 0 .._. 26 3 ¢ RONAa ^ EXISTING STRUCTURE LLI W 1 K 50 a , - - ,. IW2EFFECTNEDEPTH TYP. T Z o O ro /slate Q Q d , 16-0 v WAD 3 ROPOSE PERVIOUS o SIGN K O R 25' s I'EYfi - 3 3 ;.ac :cz,`,: • tin^, TL:: & s.: € `�j DIew.1 slag EXISTING TO BE (GRASSP VERS KING m X s s WOODEN STOCKADE FEN - -. _' ___ 3-�� 3 3 3 3 3 3 wMzss REMOVED s w :K I _-- LAVN SCULPTUREm m T _ GARDEN �� 3 3 ) m e 50 'y / I IACOUSTICBARRIER -•--- , _ \ s 1" ' """' SWIMMING POOL M �� � to PA / EC1NE rEff DEPTH 75 21' ` oWwwz ir wMM � wMzso RIMz55 0 6 REO'D s SET w.... - wM305 12ffFECtNEDEPM DRAINAGE . 2i" DLPFu-t - /a EFFECTNE 1zEFFECTns 11 FRONTY c u) U) POSEDR�R 20' 2EPH F '� 555 �/ OEM m o SETBACK c� W Q P X TY I 2EFFEC EDEPH �.' \Fp 9-0" i 15'-0" • ,-.r DWR %(:)--I GRADE EL.30.5' \ CBR1 > w F- "I 12 ffFECTNEM M ` Q RIM 155 W 1,1 \ DLPrL4$ %i. FV 12 FF W U U X Ecn EDEPM NEW PROP09Edd DR�HWAY W W 12ffrwrNEDEPM \ - t• ❑ b AND PARKING f: 12ffI WEDFPM 2 J o a 24'-0 HOT COT M1 /j caa: �� X AREAO$E a s 1 I \ �.- A F M M IT LL U PARKING TUB O CHESS BOARD F ?r ' LL 20 0 RD RDHAa POOL CABANAS FLO R DRAT P°' t ', FP P P-�F FP M��- -"A ^ 7=, M M W m „ - - M M F- W E ELEV: .s'', a ] 9-"4.�.Fp-C� READ D i6 I w E CmEDEPM�� fL OR DRAIN BW:27 25 GRAT "v C'ECORATIVE as SHED 0¢'45'20"W 178.00' _ /) \ YAR 1;. POND N CBP-1 Cb ¢ 0 w; COTTAGE 2.w RD GRATE ELEV:27.2 RIM 5e Z a TUB REfAION NG WALL { H; NMz5e WOODEN O HOT N �'= PROPOSED6.5'HIGH Y • GRADE EL.27.5' +EL: )�5 FF EL.32,0' 16'-0" zffFEC NEDEPM STOCKADE FENCE W �d HOT TUB 0 O ILL a • o LL O ^--- a o _ _ POND OPN Z ( N HOT COTTAGES wMws RIDS IDG \ 223'-1' I FIECTrVEDEPM 4f a I zEFFEcnvEOWnH N POOLAREA 3 LAND NOW OR FORMERLY OF o Si i 2q p" Zz' s s TUB \ -PROPOSED FRONT c W a 0 �/' YARD SETBACK o o EUGEN TOMASIC&MIRELLATOMASIC Ur 20' RD { m PLANCORTS 0 0 z #-TyP. DLPRPJ l S.C.T.M. NO. 1000-63-03-14 W � J '�>•••+'�_"•---^^• t / GRADE EL.27.5 e:i c"'n ti o NE FLOOR DRAIN HOT o (L m GRATE ELEV:27.2 TUB RDHA-Y o y� IG FLOOR DRAIN MPLSd i RD GRATE EL.FV:27.2 ---- - PIMns _.. PIMLpJ a. a u•D' O COTTAGE 4 Q 2 ffFEL NE DEP H HOT BW:27.20 BW:27.25 v DEPnIPECTIVE z z �, DtrLS o PROPOSED s TUB TW:30.5 RAMP- TW:30.5 p RAMP Q IzffFEcmEDr�H - __ ___ '�� ) RN as LIRR N PARKING ••--». _� ._ -__ $.^ zEFFEC NE DEPM T 1, rt LOCUSTLANE PROPERTY AREA O O WALKWAY .. -- Li;v, Pa1vC'17' s Fkd •: �� a LINE Z LCBP-1 _ Ro A-I ' -- -- ` 11 15310 I wM31T I ___.. ._ _ ._ RNA-1 4# � 26 'u 12ffFECiNE DEPI/l I _ - - 12ffFECTNE DEPM POSEDREPRYARDS -\ '....-.. 20 I w a t61 6, 6, 6. ;... .......I ......._.... LLC M a d PRO _ _.�_. N � �--_____.._. ...'W W-1 RIM Z85 � ', M 1r.e 12 FFFF i DEPTH TVP. ,� _ rffFEC VEDEPH LAND NOW OR FORMERLY OF _._T___ ARBAGE" � ` wM3a \ k9-0-1, k9 "� wI -- �b cb AREA `A 12EFFECTIVEDEPrH I JANET L.RYAN 34 ym DW11 p o; ---- ____ S.C.T.M. N0. 1000-63-03-13 SIGN �-es--.--.-_ Its'. ` RIM FE W O PROPOSED PARKING AREA g', I 12ffFECTIVE DEInH �' �'1 Y O O) � NEW PROPOSED DRIVEWAY 1YP. � 25 0 � � b REa i LCB P 2 I ¢U 0 27 uu 1wzEFFnmEDEPM m I! o X N w DLe Lss 'n 0000 ' •' --- - WM 2]5 co 3,, -0-a--a---'a--G--:----o--a--a--ao--C a--v---a---O- a--G--G-G---O LL ` co 1z EFFECTIVE DEPTH --�---���_ --a----a---o-n--0_ -a-�• o--o- a--r.--o-a-o---a-.__.-o-a- o -a-o-----o- 0 o N05°30'50V 61- 6•��- 10 -a o •v --o o a-a a PROPOSED 6.5'HIGH 28 WOODEN \•3 tf `od Ty_ STOCKADE FENCE 29 ov 30 ` 0 40 80 7 LAND Now ES FORMERLY OF PROPOSED GRADING AND DRAINAGE_ PLAN 6 REVISED PER TOWN COMMENTS 02/15/2022 _ CHARLES W.WITZKE s2 SCALE: 1" = 40' S.C.T.M. N0. 1000-63-03-28.1 rr - r 5 ADDRESSED FEIS COMMENTS 05/11/2021 N05°30'50"w SCALE" 1 - 40 4 REVISED PER CLIENTS REQUEST 02/18/2021 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 1.34' `•. 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date , Cn 0 _ ' ' I Des gned By Date Submitted 3�blDTC 01/20/17 Drawn By Date Created TQLT 08/23/16 Approved By Scale TOTAL PROPERTY AREA = 294,202 SF(6.75 ACRES) BG AS SHOWN - -- - Client SITE VEGETATED/LANDSCAPE AREA - 132,576 SF THE ENCLAVES DRAINAGE AREA HOTEL ROOF/POND-32,530 SF DRAINAGE AREA POOL&RECREATION AREA-42,325 SF - - ,� - DRAINAGE REQUIRED - - - - ---- --�--. - - -' -7 �� ' . .. , .` "" 56655 ROUTE 25 DRAINAGE REQUIRED - - ., _ ,- DRAINAGE REQUIRED '' " ' SOUTHOLD NY _ 123,8E4p � n ...--= C" Project IMPERVIOUS AREA: 12149 SF x 3"/12"x 1.00 = 3 037.25 CF _ k� HOTEL ROOF: 26,557 SF x 2"112"x 1.00 =4 426.16 CF LANDSCAPED AREA: 123,864 SF x 2"/12"x 0.30 6,193.20 CF ,. COTTAGE ROOF: 2,376 SF x 2"/12'x 1.00 = 396.00 CF ROOF AREA: 3,294 SF x 3"/12"x 1.00 = 823.5 CF NATURAL AREA: 8,712 SF x 2"/12"x 0.30 = 435.60 CF LANDSCAPE AREA: 26 882 SF x 3"/12"x 0.30 = 2,016.15 CF = m POND AREA: 2 997 SF x 2"/12'x 1.00 499 33 CF TOTAL REQUIRED 6 628.80CF „c> c..r.4,472. r CABANA ROOF: 600 SF x 2"/12"x 1.00 = 100.00 CF TOTAL REQUIRED = 5,876.9 CF 2,66 7 26,557n TOTAL REQUIRED =5,421.49 CF DRAINAGE PROVIDED �' ---,` .< ' '' - " DRAINAGE PROVIDED " ' SITE PLAN (. , '• it r , � ,. , +1.896° DRAINAGE LEACHING POOLS DRAINAGE LEACHING POOLS f DRAINAGE LEACHING POOLS (5)12'DIA,x 12'EFFECTIVE DEPTH DLP'S (7)12'DIA.x 12'EFFECTIVE DEPTH DLP + " - 5 - 4'+ 12'DIA.x 12'EFFECTIVE DEPTH LCB 5 x 100.9 CF/FT x 12 FT. 6 054.0 CF - 7 x 100.9 CF/FT x 12 FT. 68a2.2 8 a "s » Project Address: 1 TOTAL PROVIDED - 6,054.0 CF (5)x 100.9 CF/FT x 12 FT. 6,054 CF TOTAL PROVIDED = 8,475.E CF Po { F � • � . • n •• �= 3 ' •' '4 ( ----, 4' i� i 'H 9" t + �4 +�? <f �4 c ' % '/, ' %' '/, % W.n j Y i° .,. a a { +"d A +•`+ '9 d a %V'V�tl, TOTAL PROVIDED - 6,054 CF • j{{ +�` _+ + * * a 56655 ROUTE 25 ;: ,i 'aL" i„ ^j♦ �+" 't«�f 3 `.s\n +; f _ SOUTHOLD 2,997)DRAINAGE AREA TOTAL SITE PARKING -73 386 SF DRAINAGE AREA EVENT SPACE - 4,472 SF ,, 2,37E 12,149 ` SUFFOLK COUNTY, NEW YORK DRAINAGE AREA SWIMMING POOL FILTER AND BACKWASH ___ ,°� a + pr� " F *{ a + ;, r "' County Tax Map Number. Contract Number. DRAINAGE REQUIRED +` + � - �.� DRAINAGE REQUIRED SWIMMING POOL VOLUME: 99,254.6 GALLONS ,: C ', a + I 1000-63-3-15 'r.; S° '' s: f '/, i + < ' 4 * T+ Regulatory Reference Number: SWIMMING POOL FILTER: 276 GALLONS PER MINUTE ,` ., a f +tea as3k d fk 9 ry - IMPERVIOUS AREA: 73,386 SF x 2"/12"x 1.00- 12,231 CF 276 X15 MIN.-4,140 GALLONS + y ,�. ' '+ _, FEB v 2022 ROOF&ENTRY STAIR AREA: 4 472 SF x 2"12"x 00= $w +.+ % Tme of Drawing: TOTAL REQUIRED = 12,231 CF REQUIRED - 553.47 CF / 1. 745.33CF [ I 4. , +. s' TOTAL REQUIRED =745.33 CF , „ i z +' t 8 µ.5 % �-___ _ -__ 1° ff i 4{fF? DRAINAGE PROVIDED ' ° "DRAINAGE PROVIDED ! �35 f �ottlhoid Towm I Planning Board DRAINAGE PROVIDED i r r DRAINAGE LEACHING POOLS DRAINAGE LEACHING POOLS % r ,- {= " PROPOSED SITE g DRAINAGE LEACHING POOLS mg 73,38E-. (11)12'DIA,x 12'EFFECTIVE DEPTH LP (1)12'DIA,x 12'EFFECTIVE DEPTH LCB ��. _ - = 1 12'DIA.x 12'EFFECTIVE DEPTH DLP r TOTAL PROPERTY AREA -(11)x 100.9 CF/FT x 12 FT. 13,318.8 CF -(1)X 100.9 CF/FT x 12 FT. 1,210.8 CF ( ) C•`•' e•'• „ i '. i r. / i , „ , , ; , r,, r ,, , DRAINAGE TOTAL PROVIDED = 13,318.8 CF TOTAL PROVIDED = 1,210.8 CF =(1)x 100.9 CF/FT x 12 FT. = 1,210.8 CF z „ . ., z . ., z ,. „ , • r , ,< , A , , , .,, % TOTAL PROVIDED = 1,210.8 CF ," �, +� 294,202 SF(6.75 ACRES) - - - - --=- �- - - - - - AND GRADING PLAN DRAINAGE AREA RESTAURANT ROOF AREA&WALKWAY- 4,563 SF DRAINAGE AREA HOTEL WALKWAY-4,350 SF - - _�'_ IMPERVIOUS AREA PROPOSED_GRADING AREA MAP_ DRAINAGE REQUIRED ROOF/CABANA/POND AREA/EVENT: 37,002 SF DRAINAGE REQUIRED Drawing Number. <;, SITE PARKING: 73,386 SF 2 IMPERVIOUS AREA: 4,350 SF x 2'/12"x 1.00 = 725 CF ROOF AREA: 2,667 SF X 2"112"X 1.00 444.5 CF SCALE: NOT TO SCALE HOTEL WALKWAY: 4,350 SF IMPERVIOUS AREA: 1,896 SF X 2"/12"X 1.00 - 316 CF POOL REC.AREA ROOF: 3,294 SIF o TOTAL REQUIRED = 725CF TOTAL REQUIRED = 760.5 CF POOL REC•AREA IMP.: 12,149 SF DRAINAGE PROVIDED DRAINAGE PROVIDED RESTAURANT WRESTAURANT ALKS: TOTAL 1,89E SF // ® W DRAINAGE LEACHING POOLS DRAINAGE LEACHING POOLS TOTAL IMPERVIOUS AREA: 134,744 SF 2 CD (2)10'DIA.x 8'EFFECTIVE DEPTH LCB (2) 19 DIA.X 8'EFFECTIVE DEPTH DLP sheet or _(2)x 68.42 CF/FT x 8 FT. = 1,094.72 CF _ _ PERVIOUS AREA g (2)X 68.42 CF/FT X 8 FT. - 1,094.72 CF RECREATION AREA: 26,882 SF 6 17 g LL TOTAL PROVIDED = 1,09.72 CF PWGC Project Number.NATURAL AREA: 8,712 SF w w � TOTAL PROVIDED = 1,094.72 CF LANDSCAPE AREA: 123.864 SF Unaulhod Q zed alteration or addition Z TOTAL PERVIOUS AREA: 159,458 SF to this drawing and related documents AVG 1 601 W is a violation of Section 7209 o of the New York State Education Law ,o 0� o_a B-1 B-2 B-3 B-4 (EL.26.0'±) GROUND SURFACE (EL.28.0't) GROUND SURFACE (EL.28.0't) GROUND SURFACE (EL.30.0't) GROUND SURFACE DARK BRN. 1 DARK BRN. , , , A 1 DARK BRN. , , , 1 DARK BRN. , , , 1 A 1 2 ORGANIC LOAM 1 A 1 ORGANIC LOAM ; ; ; 1 1 ORGANIC LOAM ; ; ; 1 1 ORGANIC LOAM 1 15" OL 6 ' ' ' 1 1501 OL 6 ' ' ' 16" oL 6 ' ' ' 17° OL 6 I I I 2 i i i 1 i i i 1 1 BRN.SANDY SILT 1 BRN.SANDY SILT DARK BRN.-BRN, DARK BRN:BRN. 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' 4 18" 4 1711 ' Bohemia • NY . 11716-2618 • • • 9 TR.GRAVEL,SILT • • 6 ' • ' S ' 0 ' Phone: (631) 589-6353 . Fax: (631) 589-8705 • • • 7 (SP)(3b) • . • $ • • • 61 • . • E-mail: INFO@PWGROSSER.COM • • , 6 6 LIGHT BRN.SAND, • • 5 6 LIGHT BRN.SAND, • 5 LIGHT BRN.SAND, • • • • 5 16" TR.GRAVEL,SILT • 5 19" TR.GRAVEL,SILT s • 5 18" TR.GRAVEL,SILT • 10 • • 10 �/7 (SP)(3b) , : . 10 5 ] (SP)(3b) 0 • 10 4 6 (SP)(3b) ; ; CONSULTANTS 6 6 4 5 • 4 8 18" ' ' 6 7 19" • • • s 4 18" • • s 4 1911 • ' • 7 8 5 6 g 9 5 6 . . TAN-LIGHT BRN. • • • • • • • • 15 SAND,TR.GRAVEL, • ' • 15 • • 15 • • • 15 • • • TAN-LIGHT BRN. • • 4 SILT • • • 6 • • • rJ SAND, • . • rJ • • ----- :=1 (SP)(3b) • • • • • TR.GRAVEL,SILT • • • • _-- - .._.....__ - 6 r 76 1 g„ (SP) 3b 5 19" .-lr : w - -w, 5 $ 20 • • • 7 %1811 TAN-LIGHT BRN. • 7 ( )( ) • 7 TAN-LIGHT BRN. •2 • • SAND, • • • ] • ' • 6 SAND, • :. • • TR.GRAVEL SILT • • • • • • TR.GRAVEL SILT • • A9 • • (SP)(3b) • • • • (SP)(3b) • • lS � ICR� • • • • • • • • ONO • • • • �; • • • • � • • • • • • • �• -.• '- ..-cam%?"-"" - end ". • • • • • • • • �R yr.•_. 20 20 20 20 •' • - � z• • 13-6 • 0 0 0 Y6 • • jt - 4 - 'RELOCATION i! k 10 Y7 s $ 18 8 6 19 • • $ 5 18" 8 $ 18" •::»':; "- ' . to 9 • • • ] • • • 6 • • • $ • • • , fin t . . .. '`;� ` 7 e • • • . a 220' _ • • • • B-7 -- _._-- P • � • • • • • • • • � • B-4 t 25 BRN.SAND, • 0 • 251 • 0 • 25 LIGHT BRN.SAND, • 0 • 25 • • • � - � -` •` �' ! - UNIFIED SOIL CLASSIFICATION TR.GRAVEL,SILT • • • • LITTLE GRAVEL, • • • • - -- 6 (SP)(3b) • ' • G.W.T. 8 • ' • TR.SILT . • • . • a B-�J _..—^- i . g r1 • --�, • ' • • 6 • • • ""°" `�. SOIL GROUPS TYPICAL NAMES AND SOIL SYMBOLS 7 $18 • � • .�� 9 919 • • . 9 719 • � • 9 19" " " .. .. 8 7 g laTHRU 1d BEDROCK • ' • 8 • ' • 8 • • • 6 • • • 4 AR44-`294,202$0.IT" END OF BORING27'-O" END OF BORING27'-0" END OF BORING27'-0" • • G.W.T. r+ 0R6.75ACRES ` a' • E, 00' GW WELL GRADED GRAVELS,GRAVEL SAND MIXTURES,LITTLE OR NO FINES : r;iw w 9:41AM • B-3' POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. - GP �... uW. N SB EC CLASS 1 F 1 C A T 10 N twi SB RE CLASSIFICATION twi SB RE CLASSIFICATION • • w c LITTLE OR NO FINES y ,�.. p .�>0,,, • � � ,,,, _ ;�,,..,- GM SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURE 30 • ' • P zdr.xxa • „ Y GRAVELS,GRAVEL-SAND-CLAY MIXTURE , LIGHT BRN:BRN. � • . � - ,"'. „-,� .: � GC CLAYEY B-5 B-6 B--7 3 SAND,TR.GRAVEL, • • 1 " ,'�... $ SW WELL GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO FINES °o° f7 / 4 SILT • ) _,_ z 0 0 10 20" (SP)(3b) • • • - g"a SP POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES • • (EL,30.0t) GROUND SURFACE (EL.29.0't) GROUND SURFACE (EL.32.0't) GROUND SURFACE ' • ' `':v • DARK BRN. , , , DARK BRN. , , , 4 :_, 1 1 DARK BRN. r'vv SM SILTY SANDS,SAND-SILT MIXTURES ° 0 ° 1 ORGANIC LOAM ' ' ' 1 ORGANIC LOAM 1 ' ' ' • • '" n I I I 1 I I I 1 ORGANIC LOAM I I I • }. I u I I I I I I • • O 1 3 2 16 OL 6 I 1 2 14 OL 6 , , , 1 1 15n OL 6 + + + • rsranAwT _ SC CLAYEY SANDS,SAND-CLAY MIXTURES o 0 i i i BRN,-LIGHT BRN. i i i 2 BRN.-LIGHT BRN. i i i VIA SILT LOAM, , , I I I II I I • • .n P P 3 TR.SAND,ROOTS ' ' ' 2 SILT LOAM, , , , SANDY SILT LOAM, I I r • $-1 ML INORGANIC SILTS,VERY FINE SANDS,CLAYEY SILTS,SLIGHT PLASTICITY TR.SAND 2 `RELOCATION . 1 i i i 2 i i i TR.ROOTS a_•_{' ::i T'-_; `?. .. zaTeortTrl a OL 6 , , , 5 • • x • .,,r� :. ,, CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS 3 3 (oL)(6) I I I (OL)(s _ ' �. � ,_$ P N 15" 17" 6 I aaslr30W 1 tesravr :':' : _ SANDY CLAYS.SILTY CLAYS 2 5 • • 2 4 BRN.-LIGHT BRN. • 2 16n • • • 35 • • • • • 9 • • • w . OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY I I 7 • SAND,TR.GRAVEL, • • tl BRN.SAND. • • o ' ' '.' _. .. 6 • • 6 SILT 1 • LITTLE GRAVEL, • • • • - �+ INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE SANDY OR 5 • • 5 • MH SILTY SOILS,ELASTIC SILTS 7 LIGHT BRN.-ORANGE • • 5 (SP)(3b) • • • 11 19++ TR.SILT . • � � •, rsro;:rrFnva,.,. � i 5 • 5 • ] LIGHT BRN.SAND, • • • C ..." "' ' DF"a " 4 REVISED PER TOWN COMMENTS 02/15/2022 8 SAND,TR.GRAVEL, • 6 rr 5 (SP)(3b) a s )nY ".?:->% ,. CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS 3 18" • 3 18 • 7 n TR.GRAVEL,SILT • • 5 • '0 �' '- 3 ADDRESSED COMMENTS DATED 12/9119 04/08/2020 • • "_== ADDRESSED DEIS COMMENTS 07/17/2019 g SILT 8 • • • 3 $ 18 (SP)(3b) ' • • • • • — - - ,.v,, m. _. - Pt PEAT AND OTHER HIGHLY ORGANIC N O HIGH PLASTICITY, REV.TO 44 ROOMS UPDATE UTILITIES 04/11/2017 F MEDIUM T STICnY ORGANIC SILTS • ' 7 LIGHT BRN.-ORANGE • ' • • • • 1�;' "' °=" - ANIC SOILS umber Revision Description Revision Date • 4 6 20n SAND,TR.GRAVEL, • • • • • k - ,.y.., ; ..T�,-_7 v 1 • • v, K "-^c: glad, ALLOWABLE SOIL BEARING PRESSURES, N.Y.C. BLDG.CODE TABLE 1804.1. � . 7 _ SILT • • • • • F � :,•��� ;- MAIN ROAD sara'smw . Designed By Date Submitted • • • 8 (SP)(3b) • • • • • ' • NYSOUTE25 CLASS OF MATERIALS MAXIMUM ALLOWABLE MAXIMUM ALLOWABLE TIC O1/ZO/17 • • • • 40 • • • TOPOGRAPHICAL (Notes 1 and E* FOUNDATION PRESSURE FOUNDATION PRESSURE Drawn By Date Created • • 7 • • • SURVEY OF PROPFRIY (TSF) (kPa) • • • • • • 1.BEDROCK(NOTES Z and 7)4e 08/23/16 • • • • ej • - :. S/T1IAIFD/N Approved By \LT Scale 6 1 g" • 1a HARD SOUND ROCK-GNEISS,DIABASE,SCHIST 60 5,746 • • 5 • • • • SOUTHOLD 10 • ' • 10 6 • ' • • • • 5 • • i4; LAND SURVE-.ING tb MEDIUM HARD ROCK-MARBLE,SERPENTINE 40 3,830 BG AS SHOWN 12 20 • Towsor0dwig) ;WIFF NCOUW'*x 1c INTERMEDIATE ROCK-SHALE,SANDSTONE 20 1,915 Client • ] • 10 • • 5 • • " XrT-M.NO.'MM-63-M-15 • • • • _ Id SOFT ROCK-WEATHERED ROCK 8 766 • • ,,.. SYAtt1 -40' RSY7,201Q:. 6 +- SANDYGRA EL and THE ENCLAVES • • ' • • ' • 6 ' • ' TES3, ,an 6 5 rx.r'+::Ic' EL(GW GP)(NO 4 8 d 8)>� • n • • • • • • _-t'n a,,..._y- .r.: ;'� 2 2a DENSE V �' .�� 10 958 7 ,+ 6 -- .,,.._,._ .-• 56655 ROUTE 25 a 20 6 16 7 16" «.o ...« >,.,.,,•,".„z . 2b MEDIUM 6 575 $ • • 6 • • • 4 $ • • • • - �: . 3. GRANULAR SOILS(GC,GM,SW,SP,SM.&SCXNOTES 4,5,8,and 9) SO U TH O L D, NY 3a DENSE 6 575 7 ' • ' ] ' • ' 8 • ' • • • 3b MEDIUM 3 287 Project ' • ' ' • ' • • • • • 4.CLAYS(SC,CL,&CH)(NOTES 4,6,8,and 9) • 0 • • • • • . 4a HARD 5 479 . . . . . 45 BRN.SAND, • • • BORING LOCATION PLAN 4b STIFF 3 287 • • • • • TR.GRAVEL,SILT • . • 4c MEDIUM 2 192 • � • • • • • 4 (SP)(3b) • • • 0 25' 75' 150' �QALE: NTgO' 400' 500' S.SILTS&SILTY SOILS(ML and MH)(NOTES 4,8,and 9)*Sa DENSE 3 287 SITE PLAN 15 • • 15 • • • ' • 13 5 19" • ' • 5b MEDIUM 15 144 • • 15 6 5 • • • 0 • 0 : • : 6 : : 50' 100' DRAWING SCALE: 1"=100't 8 LOOOSEGIiA ULARSOILSa VARVEDSIL SRGANIC SILTS,ORGANIC CLAYS,PEATS, OFT CLAYS, SEE 1804.2.1 SEE1804.2.1 ak 6 • • • 6 • • • 5 • • 7. CONTROLLED and UNCONTROLLED FILLS SEE 1804.2.2 OR 1804.2.3* SEE 1804.2.2 OR 1804.2.3* ' n • • n • • • *REFER TO SECTION 1804.2 OR NOTES FOLLOWING TABLE 1804.1 IN N.Y.C.BUILDING CODE FOR ADDTIONAL INFORMATION Project Address: 5 7 2O TAN-LIGHT BRN. 0 • 7 18 0 • 0 5 5 n • • • • • • TAN-LIGHT BRN. • 6 18 TAN-LIGHT BRN. • • 8 SAND, • • 8 SAND, • • SAND, • • • COMPACTION RELATED TO SPOON BLOWSlFOOT 56655 ROUTE 25 TR.GRAVEL,SILT • • 7 • • ♦ • STANDARD PENETRATION TEST-ASTM D 1586 SP 3b ' • ' TR.GRAVEL,SILT • • TR.GRAVEL,SILT • • "N" ( )( ) (SP)(3b) • • • (SP)(3b) ' • ' • 41 SAND&SILT CLAY (2"SPOON,1401b HAMMER,30 FALL) SO UTH O L D • • LOOSE LESS THAN 10 SOFT LESS THAN 4 COUNT• 50 • • • e SPOON 6"INCREMENTS NCRO ENTSFO ZDRIVET0OB OBTAIN SUFFOLK COUNTY NEW YORK • • • • MEDIUM 10 T030 MEDIUM 4T08 Nett'V BLOW CREME FOOT(N) USE ,TO OBTAIN • • • • • • • C PER FOOT BLOWS PER FOOT(N)USE 2ND&3RD ! • • • • • • • • • • • • DENSE GREATERTHAN31 STIFF GREATERTHAN8TO30 8-INCREMENT • • • • 5 • HARD GREATER THAN 30 County Tax Map Number. Contract Number: • • • • ' • 6 n • • NOTES ROTARY X-HEAVY CB-CASING BLOWS PER UD-UNDISTURBEDSOIL 1000-63-3-15 Q • • • 20 • • • 0 • • 14 20 • • • CASINO CASING SPOON 1 FOOT DRIVE SAMPLE Regulatory Reference Number, • • t 0 5 SS-SPOON BLOWS PER NO-SAMPLE NUMBER - SIZE,INCHES 25 2.0 6 INCH DRIVE FEET-DEPTH FROM GND.SUR. 6 41 • • 5 • • • 6 ' • 6 • • • 1. SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. HAMMERwEIGHT,18s. — 1ao P-PUSHEDOYWEIGHT NOTEIGHTOF EACH Titleol0rawng: OF HAMMER WOH•WEIGHT OF HAMMER 7 rr . • • 5 0 • • • • • END OF BORING 52'-0" HAMMER FALL,INCHES V1 WOR-WEIGHT OF ROD REC-SOIL RECOVERY IN INCHES 6 �j 20 • . • 8 19 • 0 • b. 7 20„ . • . w 2. SOIL DESCRIPTIONS ARE IN ACCORD WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. THE LIABILITY OF SOIL MECHANICS DRILLING CORP.,ITS OFFICERS OR EMPLOYEES,FOR ERRORS,OMISSIONS OR NEGLIGENCE RESULTING IN PERSONAL • • • • INJURIES,PROPERTY DAMAGE OR ANY CONSEQUENTIAL DAMAGE$IS LIMITED TO THE AMOUNT OF THE FEE PAID FOR THIS REPORT,THE RETENTION 7 ' twi"SBRECLASSIFICATION OR USE OF ANY PART OF THIS REPORT WILL CONSTITUTE AN ACCEPTANCE OF THIS LIMITATION OF LIABILITY,IF THIS IS UNACCEPTABLE THE CLIENT BORING PLAN 8 • 0 • 7 • 0 • 8 • 0 0 3. GROUND WATER TABLE WASMEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. MUST NOTIFY SOIL MECHANICS DRILLING CORP.IN WRITING BY CEFMRED MAIL,WITHM SEVEN DAYS FROM THE DATE OF RECEIPT.THE FEE CHARGED R _ FOR THIS REPORT IS BASED ON THIS LIMITATION OF LIABILITY WHICH IS THE ESSENCE OF THIS AGREEMENT.IF THE CLIENT WANTS A HIGHER v ' • ' ' • ' • ' • LIMITATION OF LIABILITY,SOIL MECHANICS DRILLING CORP.,Wnl NEGOTIATE ONE,BASED UPON A HIGHER FEE BEING CHARGED FOR THE ADDITION- 0 • • • • , • 4. SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN TWO FEET VERTICALLY. _ AL ASSUMPTION OF LIABILITY.SOIL MECHANICS DRILLING CORP.. OFFICERS OR EMPLOYEES.HAVE NO LIABILITY OR RESPONSIBILITY TO . • • • • • • • • . PERSONS OTHER THAN THE CLIENT FOR WHOM THIS REPORT WAS PREPARED.ANYONE,OTHER THAN OUR CLIENT,RELIES ON THIS AT THEIR OWN RISK. AND D BORING LOGS = l • 0 • 0 • • 5. SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER. • • • • • • 6. SOIL TEST BORING GROUND SURFACE ELEVATIONS SHOWN ARE REFERENCED TO TOPOGRAPHICAL SURVEY- ANDREW V.GIAMBERTONE&ASSOCIATES,ARCHITECTS,PC d 5 • 0 • 25 • : • 5 ` 0 : 62 ELM STREET 6 • • , 6 • • PROVIDED BY:ANDREW V.GAMBERTONE ASSOCIATES&ARCHITECTS. HUNTINGTON,NEW YORK 11743 % . 6 W 7 7 20" • 9 $ 20" • ] • • • :- Drawing Number. d 7 7 8 20" ;; SOIL MECHANICS DRILLING CORP. �""� ' subsoil investigations W END OF BORING 2T 0" END OF BORING 2T-0" l,:.e I ' L. 3770 MERRICK ROAD SEAFORD, NEW 11783 516 221 -2333 � END OF BORING 2T-0" ,, w - o uW N SB EC C L A S S I F I CATION SB RE CLASSIFICATION w - ZQZZ SUBSURFACE INVESTIGATION C ® Z LU I,. N sB EC CLASSIFICATION FEB ' �' °o 201 PROPOSED 2 STORY HOTEL �— -- -- -- ROUTE 25 S0Utl-lold Town P 2�1�z > Planning Board SOUTHOLD, NEW YORK sheet °( a N ---- •- VERTICAL BORING SCALE: DRAWING DATE: DRAWING NUMBER 7 17 1/2'=1'-0"UNLESS NOTED OTHERWISE DECEMBER 27,2016 16L805.7 Z: 16LDWGS 16L805.7 DATES OF BORINGS: DRAWN BY: CHECKED BY: REVISED DATE: PWGC Project Number: LL DECI cv SHEET 1 of 1 .• w iL Unauthorized alteration or addition Z to this drawing and related documents AVG 1601 'L is a violation of Section 7209 11:o of the New York State Education Law o 3 a a w II RESIDENCE RESIDENCE LL Q �J TOWN HARBOR LAND NOW OR FORMERLY OF a , _ — ANTHONYFORGIONE Cr V_ M — — — LANE _ S.C.T.M. NO. 1000-63-03-17.3 06 = o O U > o W o o- o LAND NOW OR FORMERLY OF rn POOL ?N Z VALERIE M.SCOPAZ LAND NOW OR FORMERLY OF o N S.C.T.M. NO. 1000-63-03-16 Z !- F- WOOD POSTS VINCENT DOLOMITE&ILEANA DOLOMITE 0 Z 0 WITH NETTING LINDRI E OF EXISTING EXISTING 1 STORY FRAME S.C.T.M. NO. 1000-63-03-17.4 POOL O REMOVEp TO BE SHED TO BE RENOVATED AND INCORPORATED INTO MAIN Strategic Environmental and Engineering Solutions RELOCATE EXISTING 1 STRUCTURE a CD E:: 27 -..-.-.... Q __ 0 28 o STORYFRAME GDRY FRAME ARAGETOREM N 26 n \ S07°44'40"E 28 32 0 _ F 30 S07°38'10"E 9 b o 622.78' 2` _ - - - - - SIGN F F ��— _. .--ter• L S �! YY" AsnAll - S F� F S F SF ' r G WELL i ._• ® ,, • ®, ® • �� .�■ ■�� .`- rn a y< NEW PROPOSED t• �/ - -}` S F o I RELOCATED AS LO g E 0 IIII 0 DRIVEWAY t / W 4 Gi m 4; /' �, IRRIGATION WELL Q 0 N 630 Johnson Avenue. . Suite 7 m D y_ ; ; ISTG p I— Bohemia . NY . 11716-2618 ' - - - m ---'J L-- \ �-' Phone: (631) 589-6353 . Fax: (631) 589-8705 Al, IEXISTINGTOBE ) '. --- --- �? Z 0 E REMOVED 2 ¢ -mail: INFO@PWGROSSER.COM 7 EXISTING TO 2 STORY l } 1 z • �I I - STRUCTURE TO REMAIN PROPOSED EVENT RM. Q I SIGN CONSULTANTS 13 - FF:27SSED RESTAURANTclo X z -�5'.7"OF 8°DR•161T•: 1 4 PROPOSEDHOTEL _ J SLOPE ;� �I PR POS 3 K 7cJ 0 F ----�/ RON LLJI_ Ir 1 --- PROPOSEDADDI -SETBACK F EL: -0"11'-0" a i .' 1 9' ^ EXISTING STRU W W 50, /slate z WALKWAY g Q d Q A� p,, z Z SIGN _ _ 3nco::co., :ei coca l.. .._ [ 0 25 a.• § 'PAy111 ^.rr`AY%» a :.:r L slate[ B 1 Q --- --- - - --- ----- - - -- ---- - LA RE MOVED -5 z i N OJ 1 O , 75' 50 21 -1" GARDEN RECI' m LAWN/SCULPTURE -,� EXISTING m m 1 t o I H F- RFAR O SE 20' 27/ I I 11 4 FRO Y c� co U) P pOSEO ` SET8 W ICI - _ •> < \ GRADE EL.30.5' I u I I I } 15 ^; w > NEW PROPOSED DRIVEWAY w 'u AND PARKING W z o a PROPOSED HOT COTTAGE I a; � I U v -6 5 PARKING TU9 I aM � V-�d CHESS BOARD 'a` �� LL LL :20V i ., POOL CABANAS... .4.._. i o --o- a o-�'�' J 1 TW:30.5 \ / -_ �"���o-�E"•, REQO R \ IIII IIB 27.25 BW.27.2 D PON 4 2 178.00 _ O 16 5 � ECORATIVE \ :�s, SHED N04° 5' 0"W � 3 a D 3 cb COTTAGE ' a .n \` � 0 z TUOB PROPOSED 2.5'H f RETAINING WALL GRADE EL.27.5' +EL. 725 FF EL.320' 16'-0" clo J a HOT Z ri W J Y - - V � TUB O ap I p LL a COTTAGE3 N �� W HOT POOL 3 1 LAND NOW OR FORMERLY OF 24A" Z TUB / RDSETBACKNT o o EUGEN TOMASIC&MIRELLATOMASIC 0 20 PLAN COURTS o } Ogyp- 20' " I I GRADE EL.27.5' I L: -._ _ I I o I o S.C.T.M. N0. 1000-63-03-14 W Cb J T(P. / € HOT -j---_ co ICI I LO � G W HOT COTTAGE 4 BW:27.20 BW:27.25WZ00 PROPOSED TUB TW:30.5 RAMP— TW:30.5 LIRR N PARKING PROPERTY AREA O WALKWAY _ -__-- ; a s LOCUST LANE LINE Z Ln s - -- _• :;_ ! O -L:yiAS�iP,.'`t� k'Ytr`xi"'fiii.c•<.r:n.�;aaa�•;z;xr.�,:..:-,er.r � .r» RFARYARO 20 I a a tt tt cc c °P I� t -p{tOpOSEO i 9 w 61 0. 6. 61 cr"v ° i U ,� \ LAND NOW OR FORMERLY OF TYP. JANET L. RYAN ARBAGE, j�0"* 9.-0" iu! - b j cb S4 AREAry�p I�I w� PROPOSED PARKING AREA �' 4 o S•C•T.M. NO. 1000-63-03-13 SIGN a �i Y ¢ �r> 9' A NEW PROPOSED DRIVEWAY TYP. I w 5 n 2 p" o I rr I27 b I' 0 0 8 _ RVARO •' 1 ;� ' - � W as � A I N I 00 W _ds W 00 34 fl�r.-�.a--,—"fl_�--air---.tea-ter____�_-i�r-.ft.a _�- _d S - ` N05°301501W 616.57' 33 N 29 � 31 30 LAND NOW OR FORMERLY OF 7 CHARLES W.WITZKE 32 s S.C.T.M. N0. 1000-63-03-28.1 5 REVISED PER TOWN COMMENTS 02/15/2022 4 ADDRESSED FEIS COMMENTS 05/11/2021 N05°30'50"W 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 5 .34' �.• 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 LAND NOW OR FORMERLY OF Number Revision Description Revision Date 33 PILLES REALTY HOLDING LLC Designed By Date Submitted S.C.T.M. N0. 1000-63-03-12 TC 01/20/17 EROSION & SEDIMENT CONTROL P L N Drawn By TQLT Date Created 08/23/16 SCALE: 1" - 40' Approved By BG Scale AS SHOWN r Client: 0 40 80 1 1 I 1 1 ' THE ENCLAVES 56655 ROUTE 25 SCALE: 1" = 40' Sediment and Erosion Control Notes SOUTHOLD, NY Project: 1. THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. ADDITIONAL EROSION Proposed Notes CONTROLS MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT MAY DEVELOP AS CONSTRUC11ON PROGRESSES AND AS MAY BE REQUIRED BY THE Protection Elements SITE PLAN OWNER OR DESIGNATED OWNERS REPRESENTATIVE. THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED. A. ANY EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE �— STRAW BALES EROSION CONTROL 1 PROTECTED AND REMAIN UNDISTURBED. B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE Project Address: Sediment and Erosion Control Grading OF EXPOSED AREAS AND THE LENGTH OF 11ME THAT AREAS ARE EXPOSED. SF SILT FENCE 56655 ROUTE 25 C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES AND QUANTITIES. SOUTHOLD 1. ALL 1:2 & 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT E. SEDIMENT SHALL BE TRAPPED ON THE SITE. IIII SUFFOLK COUNTY, NEW YORK FILTER FABRIC DROP INLET PROTECTION EROSION WILL BE PREVENTED. NECESSARY MEASURES SHALL INCLUDE, BUT SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND County Tax Map Number. Contract Number. NOT THE LIMITED TO, HAY BALES, AND SILT FENCE, AND SHALL BE MAINTAINED MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW 1000-63-3-15 FOR THE DURATION OF CONSTRUCTION AS WELL AS FOLLOWING THE Regulatory Reference Number. COMPLETION OF CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED YORK STATE STANDARD AND SPECIFICATIONS FOR EROSION AND SEDIMENT _ PLANTINGS HAVE BECOME ACCLIMATED/ESTABLISHED. CONTROL, LATEST EDITION". TtieofDrawing: 2. EXISTING TREES TO REMAIN - SHOWN WITH LIMIT OF TREE CANOPY- 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE CONTRACTOR TO PROVIDE TREE PROTECTION FOR ALL EXISTING TREES TO INSTALLED PRIOR TO ANY GRADING WORK ALONG THE LIMITS OF DISTURBANCE SEDIMENT A N D REMAIN PRIOR TO EXCAVATION, GRADING, CLEARING OR GRUBBING. TREE AND SHOULD BE MAINTAINED FOR THE DURATION OF THE WORK. NO SEDIMENT LANDGRADING AREAS PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, SHEET C-400. WETLANDS OR ROADS. 3. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH EROSION CONTROL THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. 4. PROPER MAINTENANCE OF EROSION CONTROL STRUCTURES IS TO BE I STABILIZED CONSTRUCTION ENTRANCE LA o PERFORMED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, W CLEANING OF SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR OF SEDIMENT a BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND CLEANING �" / Drawing Number. o AND REPAIR OF INLET PROTECTION. P.1__ �d ,— - - ----- --� N 5 CONSTRUCTION.MEANS SHALL BE USED TO CONTROL DUST DURING DUST CONTROL FEB 2 2022 6. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT Southold down m SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE Planning Board z�,s �2 CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS / s PERMANENTLY STABILIZED. Sheet of 1 N CURB DROP INLET PROTECTION d PWGC Project Number. ri Unauthorized alteration or addition W to this drawing and related documents AVG 1601 is a violation of Section 7209 LL o of the New York State Education Law o a n. SYMBOL SYMBOL SYMBOL SAND BAG OR SYMBOL FLOW 2"X4"WOOD FRAME 2'MINIMUM LENGTH ALTERNATE WEIGHT v I II I OF 2"X4" _- STAKE - 2"x 4"WEIR 4"VERTICAL FACE 1.5'MAX. -� 9-z- _ 2"STONEFABRIC BEDDING DETAILNOT TO SCALEFILTER CLOTH 2"x 4"SPACER N_ 3'MIN. WIRE MESH DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%. IIII_ INLET TO �1T II vo ° plpE Strategic Environmental and Engineering Solutions � '• 6'MAXIMUM SPACING ANGLE FIRST STAKE TOWARDS DITCH OR DIVERSION TO 9g` OF 2"X4"SPACERS PREVIOUSLY LAID BALE. 1 4M DIVERT SURFACE FLOW JL FLOW �_/ arr arr + ,�, ,� ,,,,,, WITOP INLET H GATE BURIED FABRIC /_ .. �� ,rL� Ali y ,1L+ BENCH GRADE 2-3% �_ sz FRAME ANCHORS rwvtui�� ` BOUND BALES PLACED our arr auur �umc auur .LL /� J1_ HR A ON CONTOUR. + + DIST. y t 1 j y y 630 NYVe 11716 2618nue. Suite 7 our . +u �u �u �u �_ STONE ^a 2 RE-BARS,STEEL PICKETS 1 I!�II !' 2'1 rutr �uWr ` ` ` '%�� rt e h ` ` ` ` 1'MIN. /� (631 589-6353 Fax: 631 589-8705 - OR 2"X2"STAKES PLACED �llla'"II RF� AL+ ,r j + a •� �� M11 I I I \ % Phone: ) ( ) 1 1/2'To r IN GROUND. Y " uIIIMll4 � •A`r't '�►�` ` - E-mail: INFO PWGROSSER.COM _- DRIVE STAKES FLUSH WITH �IIIII144IR �` rt . 'A � � GATHER EXCESS TOP OF BALE. III ll 1'MIN. � I +k a .� AT CORNERS I I I I I CLOTH '� " P"X 4" ANCHORING DETAIL II WIM_ku vW�W` ` vy� t �" - L/ - MESH SPACER NOT TO SCALE 6'MIN. Y 1 1114%11�1 n+ 14",p,� � �" J ^� 2"x 4"WEIR CONSULTANTS CONSTRUCTION SPECIFICATIONS MI CONSTRUCTION SPECIFICATIONS �1�11I�1111a CONSTRUCTION SPECIFICATIONS X Y(MAX) 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85.BURLAP MAY 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A BE USED FOR SHORT TERM APPLICATIONS. 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85. ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2 20' 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF 3 30' JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 2.WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4"CONSTRUCTION 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MIVIMUM OF(4)INCHES,AND 4 40' GRADE LUMBER. PLACED SO THE BINDINGS ARE HORIZONTAL. 3.STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A LENGTH OF 3 FEET. 3.WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. RE-BARS DRIVEN THROUGH THE BALE.THE FIRST STAKE EACH BALE SHALL 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR. BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT, BALES TOGETHER.STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4.THE WEIR SHALL BE SECURELY NAILED TO 2"x 4"SPACERS 5.FABRIC SHALL BE EMBEDDED 1 FOOT BELOW GROUND AND BACKFILLED. 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE IT SHALL BESECURELY FASTENED TO THE STAKES AND FRAME. 5.THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED PROMTLY AS NEEDED. 6.A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST BY 2"x 4"ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO OF THE FABRIC FOR OVER FLOW STABILITY. INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. MAXIMUN DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 1 ACRE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE FILTER FABRIC U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE STRAW BALE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DIKE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DETAIL NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION WOVEN WIRE FENCE SYMBOL SYMBOL (14 1/2 GAUGE l I EXISTING I 10'C.TO C. SPA SPACING 3'MESH - - PAVEMENT CONSTRUCTION SPECIFICATIONS ) •.S'r �\ 36"LENGTH FENCE EXISTING FILTER -/ MOUNTABLE BERM '••"•.' POSTS DRIVEN 16" GROUND CLOTH PROFILE (OPTIONAL) 1. ALL GRADED ORDISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING INTO GROUND PROVED SEDIMENT CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE AP CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, HEIGHT OF FILTER APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT •.' :'. =16" EXISTING CONTROL PLAN AND THE"STANDARDS AND SPECIFICATIONS FOR SOIL EROSION -T :• 8„ GROUND -� AND SEDIMENT CCNTROL IN DEVELOPING AREAS". O� .. .. r �� EXISTING 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED J PAVEMENT IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. PERSPECTIVE VIEW 4. AREAS TO BE FIL-ED SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO PLAN VIEW REMOVE TREES,VEGETATION,ROOTS OR OTHER OBJECTIONABLE MATERIAL.5 36"FENCE POST . AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF WOVEN WIRE FENCE(14 1/2 GAUGE W/6"MESH SPACING)WITH FILTER FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. . ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, CLOTH 20" CONSTRUCTION SPECIFICATIONS 6SETTLEMENT,SUBSIDENCE OROTT ER RELATED PROBLEMS.FI LINTENDED TOGE, FLOW UNDISTURBED GROUND SUPPORT BUILDINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED 7 1.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. COMPACTED SOIL g 2.LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE 7. ALL FILL TO BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES 5 EMBED FILTER CLOTH 16„ A 30 FOOT MINIMUM LENGTH WOULD APPLY). IN THICKNESS. 6"IN GROUND. 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. 4 REVISED PER TOWN COMMENTS 0 211 5/2 02 2 4"l� 8. EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN 3 ADDRESSED COMMENTS DATED 12/9119 04/08/2020 SECTION VIEW 4.WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT PARTICLES,BRUSH,ROOTS,SOD,OR OTHER FOREIGN OR OTHER OBJECTIONABLE 2 1 ADDRESSED DEIS COMMENTS 07/17/2019 POINTS SITE. SATISFACTORY WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE T WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 CONSTRUCTION SPECIFICATIONS ENTRANCE Number Revision Description Revision Date 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 9. FROZEN MATERIALS OR SOFT,MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL 1,WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OF STONE. NOT BE INCORPORATED IN FILLS. Designed By Date Submitted OR STAPLES.POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD. TC 01/20/17 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF Drawn By TQLT Date Created 08/23/16 FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. DEVELOPMENT. Approved By Scale FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,6"MESH OPENING. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL BG AS SHOWN 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN Client 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL T ACCORDANCE WIT-I HE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY, METHOD. S 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH THE THE ROUTE ENCLAVE25 MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FINISHED GRADING. SOUTHOLD, NY 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 14. STOCKPILES,BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND Project "BULGES"DEVELOP IN THE SILT FENCE. RAIN. SHALL BE SUBJEC-TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE STABILIZED L.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE SILT FENCE NATURAL RESOURCES CONSERVATION SERVICE NATUR,XL RESOURCES CONSERVATION SERVICE LANDGRADING SITE PLAN NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATEDEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE SPECIFICATIONS EROSION CONTROL ProjectAddress: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contract Number: 1000-63-3-15 Regulatory Reference Number. Title of Drawing: SEDIMENT AND o U EROSION CONTROL DETAILS W N d Drawing Number. 0 in w 0 r� V p. I,, �m E FEB 2�22� Sheet of a N 9 17 � Southold Town a Planning Board PWGC Project Number. LL ui w Unauthorized alteration or addition AVG 1601 Z to this drawing and related documents Is a violation of Section 7209 of the New York State Education Law 0 o a a t,, o cs c ca c 1 LAND NOW OR FORMERLY OF LANID N0"W OR FORMERLY OF Q U I tj_ > ! VAL ERIE II1,SCOPAZ I I VINCENT DOLOMITE&ILEANA DOLOMITE �1 i S<G.T,I'n1. P°'IO. 1t0063-03-17. I b `� ! S•C•TJk NO. 100 -63-03-16 Landscaping U,sND NOW OR FORMERLY OF 1. ANTHONY I tNY riI � 15'DEEP FRONTAGE LANDSCAPE AREA IN I ` F I NOTE:DIRECTLY EAST OF HOTEL COMPLIANCE WITH SECTION 280-94 ROOM,PLANT CUPRESSOCYPARIS I S,C,T,NI!, NO. 1000-63-03-17.3 TRANSITIONAL ZONE - �= � r� I 15'DEEP FRONTAGE LANDSCAPE AREA IN ( 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF LEYLANDII 18 20 TALL. I 15'DEEP FRONTAGE LANDSCAPE AREA IN I F __" .. COMPLIANCE WITH SECTION 280-94 THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN,ANSI � COMPLIANCE WITH SECTION ACER RUI3RUM CUPRESSOCYPARIS ! � I � TRANSITIONAL ZONE 280-93(B) Z60.1. ORNUS FLORIDA LEYLANDII 134 '' 'OCTOBER GLORY'(2) ORNUS FLORIDA ( ) ---- i -__ ``� �10.00` VAR.RUBRA 5 z+; I �^ i2a S07°44'40":` PROPERTY UNP ^t « 8•--..- , '� _ 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. �„ohs, 6w�.73` �., ."-•--_. I\, :».+.•o ,�wf"�,-•Y�"k • ,.'9m, •- "- ':. ;>,._ r...-'' -a,NJ ;',"' ,., ;::'•" s:> VAR.RUBRA(1) 1 ,:E ( ) I " �a t . _ ,, 1,,;; _ fill u.f .. � '.,_� �. .,> � a - »;„y __.. $:': m r. aws,,,,.'" `.'�.. 1�,.,R '�" ✓,: p. w. -,. ...�_.r— __`«,�.�.... .. .. .., s.. •.-a �' ,81D,. L`81•x,r. ..,[Y.••/-.., ,✓,a , JI,.. j V; :'YV n %;,;;,�;�3, .,.-.s-.m.—..ems... .°• "'�x'.•F .. «„ ..:. aa. jr i"�... .. - .jj. J J aa3, :-.'rj.,, ,a'.,,s,^ '� i - i --- � „ •» ,,, f,• ., �F„��4, ' %;�5.' =" '»�a,��' �` Q�: " '�;;',` ;;::,. a">,,;,. %''• ..��' 3. CONTRACTOR SHALL STAKEOUT PLANTINGS FOR ENGINEERS AND/OR LANDSCAPE ARCHITECTS' i'• _ __ APPROVAL -._:,�....... ... ., •8. ;• �' ;3: -' -, � ,.,,: „ s-< ,••' �,,,,` ,9!H„ a ,,'rr, r� , 1,.,.;,` j ;' �j":.•�<' �n,t, a: e u 6,:,, ,7<, /,:" ti7's-. !f, _ (ns, el.��•- h„, .,..... ». .. , - a ,. ,.:., " ,•x,. s <. �$ `.r:. ', _ .sue.„..... .. ..� •6 � •. : .. � a�'rYi, a'�"':, �.�, :.�w„ . ,< y sr s}!k. r `� _ ._ ... PRIOR TO BEGINNING WORK. .. . „ r, „. m = a _,< MEDIA `'1�•s, rlt 'Y ..... w a r N *' '3• �, ., fl; .. a'A. ... .. .. „ o" 6, f ., "` ":�...._._.,_.t.A:'.m —/.,s. I T ,. ., „l �•.y, r = .._ ...... CORNUS Strategic Environmental and Engineering ,,;. ....... ,. gSolutions ` ,.r "x, _ iv /.::,,• tte:- s'. •,: ? t.., ant• tiY ��,,;. ,� .. .. .. 1' # " ° "' ".' - MEDIA--- . /� _ ! � HICKSII 22 , p .,,,, t I +,:;;_: /F '•` .- -- . '-' r„r, - I ( 4. SHOULD LOCATION OF TREES BE WITHIN 5'OF UNDERGROUND UTILITIES RELOCATE SAID TREES TO MIN.5' ,.--._ �,. f'.;', T X � VAR.RUBRA(4) i ...... __,„.,,. :r;,4•..- ,.,`' '`' rr 'HICUS ' 82 �. FROM BALL TO UTILITIES. p T3 } SHOULD LOCATION OF TREES BE WITHIN 20'OF OVERHEAD UTILITIES, RELOCATE SAID TREES TO MIN.20'TO ,�',. „: WIRES TREES WILL BE PLACED ON UNDISTURBED EARN AND BACKFILL WILL CONTAIN AT LEAST 50 A t4 ` ,n? Il , - f�'.o" � -'.r:_",' ;:;:: .<:- % PERCENT OF THE SOIL TAKEN OUT OF THE PLANTING HOLE TO PROMOTE GROWTH IN THE SURROUNDING 9SF lµ I a,}s3 . �` / / „t 403 F LA DSCAPE ' "!` 5'LANDSCAPE / n :..:,.. SOIL {". — 2A'°" , ,' ��/ ` :/ LANDSC PE 9 630 Johnson Avenue. . Suite 7 [ ✓' % a rf ;AREA PER SEC AREA PER i Ij I 4":,,,, '_ •F„ , I PROPOSED EVENTRM. AREA PE �1 T ,1 allpackI i. . Bohemia . N�( . 117 -2 \ ,',• „„�, i / , F ; ' 2sa�(A) i I: MH: s SECTION 28as3 B F f 6. ALL BEDS SHALL BE MULCHED WITH 4 INCHES OF FINE SHREDDED BARK MULCH AND SHALL BE KEPT AWAY 16 618 /f SECTION I f i I - - f :.::.:: .I FROM THE IMMEDIATE BASE OF TREES AND SHRUBS. _ _________ Ph - 705 I one (631) 589 6353 Fax (631) 589 8 _ -.� `�, 2aas5(a OfaNUS F ORI ,• "��,r• L D O / ` I• PROP. EEPER AR.RUBRA 4 �.� `.... . — . I Email: INFO@PWGROSSER.COM ACER RUBRUM , �} '` / �J ( ) "x1 —I : .... 7. LANDSCAPING SHALL BE MAINTAINED IN HEALTHY AND VIGOROUS GROWING CONDITION. PLANTS THAT FAIL \ "'' _.__" / / - - SECTION 28a95(A) j __ %: , SHALL BE REPLACED WITH PLANTS OF COMPARABLE SIZE AND TYPE AT THE BEGINNING OF THE NEXT t 'OCTOBER .„m,�'><,. � ./ ,� �__._ ��,; _. • \ ROP.TREE PER O /' / ,' �- .*:' _ f , / f '' 186 SF s''0" M;" _ LANDSCAPE GROWING SEASON TO MAINTAIN PLANT DENSITIES AND SPECIES MIX. • ) SECT,ION28a95(A) , , , // / - YX CONSULTANTS l ! *-24-u—,. x..: /` LANDSC PE I ...a3 �``� ... I REA PER SECTI EEP F ONT LANDSC E .. " 1 / / ' fig. r, 8a9s a A MP AN VuITH I ` : ;' ! 8. PLANTING OF DECIDUOUS TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE 1 AND OCTOBER 15 r'`t. / f / !' / AREAPEf� r b �:'C ( ) t o '''' ` TO DECEMBER 15. PLANTING OF EVERGREEN TREES ANDSHRUBS .,, SECTION" y SHALL OCCUR BETWEEN APRIL 1 TO JUNE a' i`` _._._5..(A. 1 AND SEPTEMBER 1 TO NOVEMBER 15. ACEI?RUBRUM / /J ": 2aas ...........E n- � ._ , _.. 4 OCTOBER GLORY 2 b � H' 4 Ix --^ �' 9, IF PLANTING AND/OR SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH MUST BE LIGUSTRUM I APPLIED UNTIL FAVORABLE WEATHER CONDITIONS PERMIT GERMINATION AND GROWTH,BUT NO MORE CORNUS FLORIDA I ( ) _ / M 14 ° is f THAN 6 MONTHS AFTER PROJECT COMPLETION. IBOLIUM 26 27 "" 1 1/AI .RUBRA}3 `s' \ /f ti EXIST.TREE PE E ' >t>;_ , � ) (:� �`•. -- \ ;. � , , , , -• 'PROP THE PERK :'• SECTION 28a95(A) 9'-0" , ' I � r :: _w SECTION 28as5(�) 10. ALL PLANTING BEDS SHALL BE CULTIVATED TO A DEPTH OF 8 INCHES AND RAKED TO REMOVE SOD CLUMPS, . k I . . ,; , . : : : �:, SF LANDSCAPE €,m" -� ate„ ''.•", - .. .. : u, "' ' WEEDS,STONES AND OTHER FOREIGN MATERIAL EXCEEDING 2 INCHES IN DIAMETER.IMMEDIATELY AFTER ' - ==; TAXUS X MEDIA AREA PER SECTION ACER RUBfZUM j 920 SFAANDSCAPE I «r-- ,: ,I / - r _ PLANTING,WRAP DECIDUOUS TREES TRUNKS FROM BASE TO FIRST LIMB WITH 4 INCH WIDE BITUMINOUS e. •. _ _..->.---a<_ ,.- _ �;, ``` z l: 2aas5 A , G�°;• K AREA PER SECTION -• ~`� =. ba•s.# ` I / ! HICKSII 72 ( ) N OCTOBER GLORY (2) t,; ' 'e LIGUSTRUM X fl r ( ) �', IMPREGNATED,INSECT RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE.TIE WITH JUTE AT "--•28a95(A) € , ¢ i l� l TOP AND BOTTOM THE R A BE REMOVED ONE ER PLANTING. £ LIGUSTRUM X - TRUNK WRAP SHALL E YEAR AFT r1 IBOLIUM 48 �,• .....:j - E: F �. ,.,-�:5•y � '1...: ( ) i .::,::...,�n. \ i .,.,.,..,,,� [f :M• .. .ti"1..,os-.mmv�.�,y::, :1 : f t a r : , , IBOLIUM(80) \ is UPON COMPLETION OF LANDSCAPING WORK,ALL EXCESS SOIL,DEBRIS,ETC.SHALL BE REMOVED FROM THE SITE. CORNUS FLORIDA HEADS AND PLUMBING FIXTURES SHALL NOT ENCROACH UPON ANY II °„ + - __>._. _ (( c r- 'Ns ..r' THE SITE SHALL BE IRRIGATED SPRINKLER DSCAPE PARKING 1, . ' .- I` ."`"' _ : - ~`� VAR.RUBRA 1 4 - �v l;. �: -= K' i` / RIGHTS-OF-WAY OF THE TOWN OF SOUTHOLD. \ � � �` `. ' � i ,�, Y . _._.._ •�-:._. ---; I �.. is �' ( ) � � E - EA IN COMPLIANCE i % 2p•0° LIGUSTRUM `( ==a ``� H SECTION u - q :- `- LIGUSTRUM X I€ % JUNIPERUS DAVURICA I �` ' �._ i' " ° Il IBOLIUM(48) r- LIGUSTRUM X I, ; 95(B)(C) :,r b �., MH: 4 IBOLIUM(36) I I, ' I f : _mm IBOLIUM 36 ! CORNUSFLOR _ _ _ _. _ EXPANS ( ) _ _ V R A .� ,� �.•„�,, .rw...a•.�.,�»,.»......,����`` .,,� ,_._ A RUB ( ) I i 1,571 SF , L� , �l � 3 ; LANDSCAP � i `---- � i !' � ti CUPRESSOCYPARIS r".-•-� „�- ___-"'- " �, LIG STRUM X / '' / I j ! AREA PER l � __ '� __ t 295 SF LANDSCAP .-"- r l (iu( /' '�-' "E is ''SECTION --"- • � LIGUSTRUM X ' � E LEYLANDII(10) AREA PER STION IBOLIUM(48) , ! r ;;2aa95(A) I - \ IBOLIUM(25) 280-95(A) ti•'" '"" ~'. E. i \ 1- ; 15'DEEP FRONTAGE LANDSCAPE AREA IN_�j ' I PROP.TREEPER = ,- :,: :i _..._...................................... / ` E t ( ! i....._....._......_.......... --j _:. / = COMPLIANCE WITH SECTION C 3 , SECTION 28Q95(A) �, >;:�, r ; ND IO Ar1 O FOR' F R LY 280-93(B) J all 'mount -' qF.. , T r- i �'- t=:' ,•:': •.._, ;, � --._'.. LIGUSTRUMX �==- ��� 6 _ `\ �'�dyc**�'i2. a`a�k. _ratty mou � ' '� ��" 1. w:, .,<.- IT .............._.„» . . .,,.. _ �.,..!' Ec' ti.� �; r � r FIVE SHADE TREES ALONG FRONT r �u _z. b ?a'a j IBOLIUM(53) =a , .\ _ EUGE`s TO;'1 BSI c, ! A °� 1 �` E WITH SECTION 1 _ I �4 . - MIRE TOMASIC �_._. .�. , �;���,.�`�:, �;�--�._ � _-,..,,,,, -:.',:e., _�..°.y, �+�°, q 2809 (AS SHOWN) I , `r '„ 1 !E �, E I•`4H' 14 , •i SCTr',`i NO. 1000-�3-03-14 _ _ 711 �A a4 l� _ ... +Tg.�::_!I o �"*ir9 5'\ !• _ it �. III MH•€` Y9 USTRU X MH: 14 1 ° 'I_l_MH:-14- :.. _• ) -• : I LAND NOW OR FOIE " RLY OF 2F r� CORNUS FLORIDFI. - I: IBLIU (2 ) I o ` yi/'I _: ~ t',€E I i NATURAL AREA , I I ,-� ORNJS LORIDA -- i �P4 z r '19 ` ? 1 AR.,. i I s'o. .i .. \ ACER RUBRUM JANET , ^VAR:RUBFA 2 f _pedant RYf,I�! ( ) ,T i I .�; 520SFLANDSCAPE = <� VAR.RUB (2)........... : ..._ JUNIPERUS DAVURI : lq Mx: 14. OCTOBERGLORY (2) L •;"_. .. AREA PER SECTI LIGUSTRUM - '`"EXP ) S,C,T,M. NO. 1000-63-03-13 ,jKH: 14 . _ \280-95(A) CORNUS FLORIDA PROP.TREE PER _. w-' ANSA(12 `J.> ! i \ ACER RUBRUM t :..- CORNUS FLORIDA PROP.TREE PER SECTION 28a95 A)- Wa 1 unt c mount comn ° ~ r SECTION 28a95(A) VAR.R BRA(2) ( `� a c;> OCTOBER GLORY (3) �: VAR.RUBRA(2) i 4 I U J NIPLIA m ( I ERUS DAVURICA _ r • = � 'EXPANSA(5) l ..„g,,.:.....w,............ _z •:-a°,s• 69'r✓a, �� ai®rx, f,,� e".% r,:s,,, a�'r�. �+'`°�' � �', ' �_... , I 1 l , I i fir" 3 ;.,;,a`, ,.t'. •s ....... ._ ..... ( r '7'f-e. ARIS " UPRESSOCYP ?. ff;,,��' ,," •, , •', .,,,,� %,,,' >,..:' �.: ;. �, �. ,.' �.. ,., �'�r- .�E;, ';�'>;f y:`r. - LEYLANDII(5) ,�._� .,.....,.,...-,..�,Q„.,tar....>:.�._ - "r '' '...:'e,n ��,`K' :"rs' �...I!�_ t_ ;, ..� ..�;"'•,..�, -,ab.., qua}t4 9C v m,e 4 5 ` , , ."""" _. 'dam, ,z; t.• "::....e:,,, .. „j, .± .. �t ( 9'{I�z - _ s } LANDSCAPE PARKING j 61�i,., i � --"---G, ACER RUBRUM AREA IN COMPLIANCE ! LANDSCAPE PARKING \ CORNUS FLOR10 A_- '' -OCTOBER GLORY'(3) m VAR.RUBRA(3) _ WITH SECTION AREA IN COMPLIANCE 4 c 280-95(B)(C) WITH SECTION U 280-95(B)(C) ACER RUBRUM LAND :O'v" OILFORI1ERLYO OCTOBER GLORY (2) / � €'ILLIS REALTY I`�OLDI°�v LLC ( t CORNUS FLORIDA 32 r S.C•T.M. NO, 1000-63.03-12 LAND NOW OR FORI�II��;LY OF VAR.RUBRA(2) •� ' FG MIXTURE '°� CHARLES W,V1v'I ZKE CUPRESSOCYPARIS //// 1 51.31'LINE 6 LINE } S.C.T.M. NO. 1000-63-03-28,1 LEYLANDII(46) LANDSCAPE PLAN F 7 5 REVISED PER TOWN COMMENTS 02/15/2022 i,; /'' ' SCALE: 1" = 40' x r 4 ADDRESSED FEIS COMMENTS 05/11/2021 f Lr_.;lE.,, v 3 ADDRESSED COMMENTS DATED I2/9/19 04/08/2020 0 40 80 2 ADDRESSED DEIS COMMENTS 07/17/2019 MIXTURE 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date SCALE: 1" = 40' Designed By Date Submitted r-EXISTING TREE TIC 01/20/17 ATTRUNK TYPICAL TREE PLANTING Drawn By TC\LT Date Created 08/23/16 ROPOSED Approved By scale -_.,� r°'. ': ,:; STONE RETAINING �� BG E .. h. �r '� �t SCALE. NTS AS SHOWN <'. .'r'� �J. '�" r""�k. ig;K.�v.:�;>',',��t,s�:':Y,•<<.xxl;..�y,1 ® "�" THE ENCLAVES WALL � a �' g 1 "q._ 12"MAX.WALL HEIGHT " .¢.�j '. . ' N„�,t :`, a O O 56655 ROUTE.E _, y r, � sPaaNcnSOUTHOLD, NY 18"MIN. CITY BOTANICAL NAME COMMON NAME SIZE SPACING ,�;„r�`�:%}, � ;yam.;, r "••%`' I�r,�,��a ''�1, `'q •' d r 06 Dt cA C���4> f, j l ;•M��'r "q�� ,,r('R �g7�gtl SEED PROVIDE FULL COVER AS SHOWN GRASS SEED AS SHOWN AS SHOWN SITE PLAN AS SHOWN RED FLOWERING 2"CALIPER MIN,B&B, AS SHOWN SECTION CORNUS FLORIDA VAR.RUBRA LANDSCAPE P LA N DOGWOOD AS SHOWN HEDGE TRIMMED ` �v '� • a: •• TYPICAL GROUND COVER LAYOUT LIGUSTRUM X IBOLIUM NORTHERN PRIVET 2 GALLON CONTAINER AS SHOWN Project Address: SCALE: NTS AS SHOWN CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 14'-16'TALL,B&B AS SHOWN,8't O.C. 56655 ROUTE 25 (EAST PROPERTY LINE& (134) SOUTHOLD AS SHOWN CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 8'-10'TALL,B&B AS SHOWN,8't O.C. SUFFOLK COUNTY, NEW YORK XISTING TREE - `` (WEST PROPERTY LINE) (61) County Tax Map Number. Contract Number. AT TRUNK I 1000-63-3-15 r` ' "```` ' - I I I I I I AS SHOWN JUNIPERUS DAVURICA'EXPANSA' PARSONS JUNIPER 2 GALLON CONTAINER AS SHOWN Regulatory Reference Number. ^` ROPOSED 1 Tulle of Drawing: STONE RETAINING AS SHOWN ACER RUBRUM'OCTOBER GLORY' RED MAPLE I-::'�I--I:-,-: - � ;'.Y:"I Now 2.do 5"-3"CALIPER,B&B AS SHOWN WALL ~` ' • TYPICAL SHRUB PLANTING AS SHOWN TAXUS X MEDIA'HICKSII' HICKS YEW 2 GALLON CONTAINER HEDGE TRIMMED LANDSCAPE PLAN •a' : •. 4.'. AS SHOWN SCALE: NTS TYPICAL LARGE SHRUB PLANTING SCALE: NTS 18MIN. AND DETAILS I :a:. EXISTING TREE TO REMAIN-SHOWN WITH LIMIT OF TREE CANOPY- CONTRACTOR TO PROVIDE TREE TEMPORARY TREE PROTECTION PROTECTION FOR ALL EXISTING TREES TO REMAIN PRIOR TO EXCAVATION,GRADING,CLEARING OR GRUBBING, a SCALE: NTS `a ' TREE PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON THIS SHEET, o ` '` t2 - EXISTING TREE DESCRIPTION AND SIZE NOTE: Drawing Number, o 6 -B&B-BALLED AND BURLAP Q .: ALL TREES,SHRUBS,AND GROUND COVERS SHOWN TO APPROXIMATE SCALE AT 10 YEAR MATURE SPREAD TOTALS ARE SUBJECT TO CHANGE BASED UPON FIELD INSPECTION. is 12"MAX.WALL HEIGHT W ALL TOPSOIL FOR PLANTING SHOULD HAVE A LABORATORY m TESTED ORGANIC VALUE OF 5%MINIMUM.SOIL SHALL HAVE APH VALUE BETWEEN 6-8.SOIL BE FREE OF ALL S NOTE: PERMANENT TREE PROTECTION /\f /\ / / / AND ORGANIC MATTER LARGER H HALL AN 1 112"DIAMETER. r FEB Sheet of a N WHEN GRADES SURROUNDING TREES PERMANENT TREE PROTECTION TYPICAL EDGING BETWEEN LAWN AND MULCHED AREAS FOR PLANTING PITS SHALL BE AMENDED AT THE RATE OF 10 17 GREATER OR LESS THAN 1:2 SLOPE OR 1' SCALE: NTS SCALE: NTS CUBIC YARDS OF WELL ROTTED MANURE PER CUBIC YARDS 5outf lol TOWn PWGC Project Number. M LL OF TOPSOIL. Planning Board W w GRADE CHANGE. iUnauthorized alteration or additionz E CONTRACTOR TO PROVIDE PROTECTION FOR EXISTING TREES to this haw ng and related dacumerds AVG 1 601 f-" is a violation of Secdon 7209 LL a SHOWN ON PLAN, of the New York State Education Law U S a a - . : q_ r_'_.'� , . ,,. . .. i �' ........-I . ".. 11 I- ' .. 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LIGHTING PLAN b. *o o.o o.o b.o b.o a.o t o. 1 ,_b.Q:ao.Q„,�_b, ' 1.0 0.0 b,o b.o b.0 o.o o.o b.o b.o o-o O.a t.o b.o b.o b.o b.o b.o b.o b.o 5.o o.o b.o b.o b.o b.o o.o b. o. o. 0 5 REVISED PER TOWN COMMENTS 02/15/2022 t0.o o.o o.o o.0 0.0 0.o b.o b.0 .`b.o o.o o.o b.o b.o o.o b.o a.o b.o o.o b.o o.o a.o b.0 b.o O.o b.0 b.o o.o o.o b.o b.o b.o o.0 0.o b.o b.o b.o b.o b.o 0.o b. 4 ADDRESSED FEIS COMMENTS 05/11/2021 SCALE: 1" = 40' 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 o.o o.o o.o o.o b.o �-o o.o b.o b.0 b.o a.o a.o b.o b.o b.o b.o b.o b.o b.o t.o b.o b.o b.o b.o b.0 b.o b.o b.o b.o b.o b.o b.o o.o o.o o.o a.o b.o b.o o.o o.o o.o b.o 2 ADDRESSED DEIS COMMENTS 07/17/2019 0 40 80 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 a.o b.o b.o t.o t.o � b.o 0.o b.o b.o o.o o.o b.o b.o b.o b.o b.o o.o a.o o.o b.o o.o b.o b.o b.o b.o b.o o.o o.o b.o t.o b.o b.o o.o o.o b.o b.o b.o o.o Number Revision Descdption Revision Date SCALE: 1" = 40' Designed By Date Submitted TC 01/20/17 Drawn By Date Created TC\LT 08/23/16 Calculation Summary Approved By ];(i Scale AS SHOWN Label Avg Max Min Avg/Min Max/Min CalcPts 1 0.31 4.7 0.0 N.A. N.A. StatArea 1 1.01 4.7 0.1 10.10 47.00 Client Luminaire Schedule THE ENCLAVES Symbol Qty Label LLF 0 4 T3 0.900 56655 ROUTE 25 0 12 T4 0.900 5 T5 0.900 SOUTHOLD, NY + 2 door wall mount 0.900 0 2 pendant 0.850 Project: 2 Siqn lite 0.660 1 Wailpack 0.900 2 Wall mount column 0.900 NOTES SITE PLAN 1. PROPOSED SUITE LIGHTING IS COMPLIANT WITH CHAPTER 172,LIGHTING,OUTDOOR-REGULATIONS OF SITE LIGHTING PLAN THE TOWN OF SOUTHOLD,NY, PART II,GENERAL LEGISLATION. Project Address: . 2. PROPOSED 8,527 LUMENS PER ACRE, 56655 ROUTE 25 3. ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF SOUTHOLD BUSINESS AND/OR WHEN NOT IN USE. LIGHTS THAT ARE CONTROLLED BY TIMERS OR THAT ARE MOTION-SENSOR-ACTIVATED ARE ENCOURAGED TO REPLACE EXISTING LIGHTING NECESSARY FOR SAFETY SUFFOLK COUNTY, NEW YORK PURPOSES. County Tax Map Number. Contract Number. 4. ALL AREA LIGHTS ARE FULL CUT-OFF. 1000-63-3-15 Regulatory Reference Number: 5. PROPOSED LIGHTING DOES NOT EXCEED 0.05 FC AT PROPERTY LINES ABUTTING RESIDENTIAL USES OR _ PUBLIC RIGHT OF WAY. T'NeofDrawing: 6. PROPOSED LIGHTING DOES NOT EXCEED 0.1 FC AT PROPERTY LINES ABUTTING COMMERCIAL USES. 7. EVENT SPACE LIGHTING FIXTURES TO BE SIMILAR TO THE HOTEL BUILDING FIXTURES. SITE LIGHTING U AND DETAILS I W d N NOTES '9 w 1.DIRECT BURIAL CABLE 6"OR 12" BEHIND EDGE OF PAVEMENT THROUGHOUT AND AT A DEPTH OF 2'-0" BELOW N FINAL GRADE. Drawing Number: 0 c0 2.CABLE IN PVC OR GALV.IRON ELECTRIC CONDUIT WHERE CABLES CROSS WALKS OR DRIVEWAYS,SIZED AS - INDICATED AND 2'-0"BELOW FINISHED GRADE,AND AT LEAST 2'-0"BEYOND EACH WALK OR PAVEMENT EDGE. 4 � I V" ;� ® w 3. LED 95 WATT FIXTURES AND POLES AS SPECIFIED. r- � FEB 2 0 2022 2/�s�z . . Sheet of o IN 4.LARGE DIAMETER CABLES ARE REQUIRED TO MAINTAIN NO MORE IN THAN 3%VOLTAGE DROP AT EACH FIXTURE. 5outrloid To wn 11 17 Planning CioardET r PWGCProjectNumber: 9-i 5.SPLICING OF VARIOUS SIZE CABLES SHALL BE DONE IN BASE OF POLE AND SPLICES SHALL BE WATERPROOF. ii w Unauthorized alteration or addition AVG 16 01 W to this drawing and related documents Z . is a violation of Section 7209 LL Qo Of the New York State Education Law 0 o S a a i ft 00 Project: Project: -� Fixture Type: Quantity: Fixture Type: Quantity: ri 165/8" Customer: Customer: 15 m. � .. LIGHT GUIDE r. M�oMad Material: Electrical: „ . _........,w,...,,.„.., _. ,,,, q, .•.. ... _ All parts are durable 356 cast aluminum and 20kA max/l OkA nominal surge protection PERFORMANCE heavy duty spun aluminum. device is standard. All hardware provided shall be stainless steel or zinc plated steel. Approximately 12"of pull wire extends from Type II Type III Type IV Type V Drive Curre6t Strategic Environmental and Solutions Mminaire.Additional pull wire provided for _.. „ .. _..-. Engineering SO U ions ..... a is Lens: post mount arms and wall mounts. LED Deducted' Lumens', : Delivered Lumens Delivered Lumens- Delivered lumens Nominal y Light Guide LED Panels feature a high i Wattage` CCT CRI Lumens Per Watt g U G Lumens. per Wan g(J G Lumens Per Watt g IJ G` Lumens, Per -g(1 G Type II Type III Type IV Type V System transparency,dot matrix PMMA light guide with Finish: _. an optical efficiency of %. ester powder coat high quality finish is ' 2700K 70 I 2988 ; 99 1 i 0 t 3143 i 105 1 0 1 ` 3348 t 112 E 2 0 2 I 3057 102 2 ; 0 2 900mA E 925mA 925mA 925mA i 30w i 26 3/8" P y 76 for polyester applied and baked et ratio s -q Fixture Mounting: for exceptional durability and color retention. 3000K 70 3064 102 1 0 1 324) , 108 1 0 1 3457 115 i 2 0 2 3158 - 105 2 0 2 ± 900mA ! 925mA 925mA 925mA 30w a Post Top:Standard Flush Mount Adapter Products undergo an intensive five-step 9 9 System mounts to pole(0.120*-0.188"wall) cleansing and pretreatment process for 3oW -- - --• 5 ".•- i,...,,. ' ... ® . P 9 with no visible hardware. maximum paint adhesion. 3500K 70 3113 ! 104 1 j 0 i 1 3299 ( 110 1 0 1 1 3512 117 ! 2 0 ( 2 j 3208 107 j 2 ' 0 2 900mA 925nW : 925mA 925mA i 30w a Tenon mount for 3"or 4'poles is optional. _'.,,.._".:_.._.-_i ..... -.-.. ..__i..._ - __I .° See page 3 for fixture to pole transition. Marine grade finish provides superior salt, 4000K 70 3211 107 ' 1 : 0 1 3403 113 1 0 t 3823 121 - 2 0 2 3309 110 2 0 2 ; 900mAi 925mA 925mA 925mA • 30w humidity and UV protection.This coating y... .......... 630 Johnson Avenue. . Suite 7 k Wall Mount:Tenon mount attached with withstands up to 3000 hours of continuous 2700K ! 70 3865 s 90 12 0 2 4086 ? 105 2 0 2 4350 112 " 2 4 0 1 2 3974 102 2 i 0 2 { 1150mA 1200mA 1200niA 1200mA 39w six(6)5/16-18 set screws. sak spray,comes with a 5-year warranty and _. ..... ! .. ; i • • is available in either a textured or gloss p ? a 39W 3000K 70 3983 102 2 0 2 4221 108 2 0....> 2 u94 115 2 0 2 4105 105 , 2.... 0 •2 1,50mA i 1200mA 1200MA 1200mA 38w Ph ( - 9-V705 Bohemia NY 11716 2618 Drivers: surface. one 631) 589 6353 . Fax: (631) 58 Universal voltage 120.7 is standard. 0.10v dimming to 10%?s standard for Modifications: 3500K 70 4047 104 2 0 2 4289 110 : 2 0 2 i 4566 117 ? 2 0 2 4171 107 i 2 1 0 2 1150MA 1200nN 1200mA 1200MA 39w Light Guide LED. Consult factory for custom ormodeddesigns. __...;....___.._..... . .... ......._.._..' ......._.........__,._......_..,.. -._., ...... _,,._...,_.._.__......_«_..._.._... _.... _ .... - .... . . .. . ..._...,.._ E-mail: INF WGROSSER.COM ,�,„ ..> • �j 4000K 70 4174 107 ' , _.... .. 3 _. R 2 0 2 1424 1133 47 12 2 0 2 10 '� 121 i 2 0 2 4302 110 2'.'^0 2 1150mA 1200mA 1200mA 1200mA 39w See page 2 table for more LED engine and driver specifications. 2700K i 70 ? 4513 98 j 2 0 1 2 l 4808 £ 105 2 0 2 5177 113 13 0 3 ( 4687 102 t 3 0 3 { 1360MA ! 1435mA 1435mA 1435mA i 46w NTS EQ122 3000K = 70 4682 101 j 2 ' 0 2 4967 i Ica 2 0 2 6348 116 ; 3 - 0 3 4842 i 105 3 0 3 1 1360mA 1435n-A 4435mA 1435MA ' 46w Weight:24.6 Ibs _ sew EQ1..22, L1_ LE046LD� T5_ 40K•. ,PCB LPA1211_; -TN3• 72, 3500K 70 ! 4737 103 ; 2 , 0 2 5047 110 2 : 0 2 5433 118 3 E 0 f 3 i 4919 E 107 13 ; 0 3 11360mA 11435mA 1435mA 1435mA 46w LED EPA: 0.98 ! l I ( 4000K 70 ' 4886 107 2 0 2 5206 113 2 0 2 6604 122 3 0 3 5074 E 110 3 0 3 1360mA 1435MA 1435mA 1435mA 40w Luminaire Post Light Source Optics CCT Accessories Optional Mounting Fitter Finish _ •< - _ _ ," _....._. Series Mount &Wattage Source Mounting i 2700K 1, 70 i NIA N/A - - - 5867 105 2 0 2 6246 112 m 1 2 i 0 2 i 1708 i 102 3 j 0 E 3 NIA i 1750m4 1750mA 1750mA Saw _ , 3000K 7 i N/A N/A 8061 2M 0 2 6453 115 2 0 2"I y 5894 m'--105 3 E 0 3 'Y- NIAI 175 1750mA !1750mA Sew Saw 1 2^ 3?' 4 • S { 6 7"a 8, 0 3 N/A 1750mA 1750 3500K ^ 70 i N/A NIA 11-11-1 8158 110 2" OY. 2^" ""8558 117 i 2 0' 2 5989" 'w 107 "! 3 "i ' 1750mA 1750mA Saw i " .... .. 4000K :.70 �N/A.... W N/Ali 2 0 6352 113-re I 2 " m• 8763 121 , 2 0 2 0177 ~��110 n-.3 0• P 3-� ' N/A � 1. t. . . 7. .. .�.S ". E EQ122 1 - ""•.. --'. - - .^. .w _. - Y 1750mA 1750mA Saw i 1750mA 1750 5� . ., 2700K I 70 � N/A N/A 7334 105� 3 0 3'' 7808 1,2­? 3 0 � 3 i"7132 i••`102 3 � 0 € 3 � N/A 2185mA 2185rM 2185mA � 70w EFITTER MOUNTING(Must Select One} 7fl,W 3000K j 70 i N/A NlA - ^ • 7577 108 3 0 3 8066 115 3 i 0 3p.-7368 1„ 105 3 ' 0 3 ; NIA 2185MA 2186MA 2185mA 70w FIXTURE ORIENTATION ACCESSORIES See to page {a.s� " _ __... _. "' 3500K j 70 j N/A N/A - _ 7698 110 3 0 3 8195 ; 117 3 i„0. ! 3 "7486 1 107 3 i 0 3 NIA 2185mA 2185mA 2185mA i., 7"�,. i 1 Post HSS160-2 (150•House Side Shield) I FM3(Flush mount adapter system for 3'OD Pole) '"' "" "' """'' " ' "' i •-„ ; 1 ,,,.„. ,. ._, ,__ _ 4000K 70 N/A N/A - 7940 113 3 0 3 8453 121 "- 3 !"0 3 7722 I 110 3 0 3 N/A 2185mA 2185mA . 2185mA 70w See page 3 for fixture to pole transition, HLMSPC-FM(Integral high-low motion sensor plus FM4(Flush mount adapter system for 4"OD Pole) -•. _,......,.,.„„ _,.,. ,. .,,„ „ _ ... . . ..... .... i photocell) ...... ...,.,...._.-.,.................,.... ... ( w See page 2 for specifications. FM5(Flush mount adapter system for 5"OD Pole) ED SPECIFICATION ;DRIVER SPECIFICATION HLMSPC-06(High-Low Motion Sensor/Photocell; ,TN3(Tenon Mount for 3'OD Pole or Post Arms) LIGHT SOURCE&WA TT AGES 15`-30'Sensor Mounting Height) €' Typical Efficacy Is 98-122 lumens per watt 120 thru 277 Universal Voltage i TN4(Tenon Mount for 4'OD Pale or Post Arms) -,,,... _. ..,_. .....<,._ .. .. u., .•. .e, " „, HLMSPGIO(High-Low Motion Sensor/Photocell; - Color temp:2700K,3000K,3500K and 4000K 60/60 HZ _.I E030LD(30w Light Guide LED) I 8'-15'Sensor Mounting Height) TN5(Tenon Mount for 5"OD Pole or Post Arms) _ ---_"•--•"• ,_-•-•- _ 0-1 0%.. E039LD(39w Light Guide LED) PC (Button Photo Cell) „0 10V dimmin to 1 E046LD 46w Light Guide LED Distribution:Type 11(30w,39w&46w only),Ill,IV&V i-Minimum operatinig temperature: -30°C ( 9 ) i TLPC (twist Lock photo cell&receptacle) „ . .,.,. . E056LD(56w Light Guide LED; TL5 (5 pin Twist Lock receptacle only) FINISHES t• _ Drive Current:900mA to 2185mA(model dependant) 'Premium and Marine Grade Finish have additional charsles Type II not available) Driver Efficiency>80%;Power Factor>0.90 TL7 (7-pin Twist Lock receptacle only) scram a c.i.° sa ar°' cy i E070LD 70w Light Guide LED; cx.a.• or.a. + sae.• i ( 9 SURGE SUPPRESSION i' Lifetime:50,000 hours Type ll not available) Aspen Green 1 10 10M Archttectnal Bronze 61 15,M --••• �•- -- -»--•••-• •• - " -' -- A Surge Protection Device SPD is standard featuring a 20kA I' Integral Surge Protection In conformance to IP64 (SPD) _ Cantaloupe i 11 I 11M Patna Verde 62 ! 62M - _ •"••• •• E maximum discharge current 8/20 s Waveform Imax 10kA nominal i N ( )y " Lilac 12 12M Copper Clay 63 63M ! discharge current 8/20Ns Waveform(In)and thermal) protected OPTICS ,, " -� aristortechnology. OPTIONAL POST/WALL MOUNTS Putty 13 13M Silver ss 56M ? g..MB UL cUL,CE . .........,,.,........,,....,.:........... .... ..... is IEEE 2. 2 Location Cat and US of"'"" L do Category C High Dept T2(Type 11;not available in 56w&70vv) Post Mount Arms Rew Unfinished ! 40 i NA Brack Verde 81 ! 61M i HIGH LOW MOTION SENSOR t e E C6 41. Energy MSSLC Model Spec. 'Sea Page 3 for Style/Size Black i 41 41M Painted Chrome 1 70 E 70M '; - 1 T3(Type 111) - " f-_ I - - _-,-. SPD shall be wired In series and will result in an open circuit during €' 0-1 0v configurable,output set to 10°/a,25°/a or 50°/a dimmin - - -• - i PA1211(Select TN3 in Box 7) Forest cram 42 142M Painted Copper 71 ( 71 M i a fault state,resulting in the luminaire to turn off to protect system 9 p 9 T4(Type IV) { Bright Red 43 43M raze red stack )2 1 72M components thereby indicating SPD module replacement. I' Adjustabley time delay .... .. . .... .. ....... . ... _ .........., i {PA1221(Select TN3 in Box 7) i T5(Type V) Well Mount Arms white /4 14M Mate Black 73 73M i' w 45°Detection See Page 3 for Style/Size !' ••- "- •- l' Bright Blue 46 45M ;Textured Architectural i 76 76M '» '" •Mounts Integral to fixture CO € _ !Bronze ._.„..,,.., .,„, „<.,, , ,. < WM1211(Select vvM in Box 7) . .... ...... . . ..........E...............:j...... WARRANTY OLORTEMPERATURIE(CC� Sunny Yellow 46 j 46MT,uturedWhite n 77M i �.,.."__ . . . . only WM1221(Select WM in Box 7) 1 See www.ANP]ighting.com for complete fixture warranty. Lens available in white 2 27K (2700K) Aqua Green 47 47MTwtrredSilvet .......... 76 , 78M €.........,,-__...,,...,.„"..,,.,__.........„.,�................_ .. ...._._,..._., _._ .-. ... ` i .,• ••SatisfiesCalifomia Title 24 . _.____._,.._..............._................._. LED warranty information € 30K (3000K) i Galvanized I 49 i NA PREMIUM FINISH or,a. o aw€ _...__._-._....... .. ......_ .... ......._, _. a --_,_ ._ _ ;,._._ _.._" __ ___ ___.__ •5 year limited warranty'on Light Guide engines 36K (3500K) I Nall-vy so 60M Carbon Graphite _ 5 year limited warranty on LED Drivers consult Factory for additional paint charges and availability. .,-„.,„"µ.......,.,•. .„ ----.--..,<"--,•�...,^...,.,.. „ ^„..., .....,-,- 40K (4000K) a. _._..,_._ „. _ I*Limited Warranty:A typical year is defined as 4380 hours of operation.Failed defined as more (than 10%of the total platform LED's not operating. m o o N o N Nit ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.com ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.com Project: Project: Fixture Type: Quantity: Fixture Type: Quantity: Customer: Customer POST MOUNTS-See Past Mount Section on Website for Specification Sheets and additional post mount arms, r- _--- 7 Dimensions are Projection x Height. POST TOP CONFIGURATIONS FED 2 `" 2022 6 5 REVISED PER TOWN COMMENTS 2/15/2022 FM3 FM4 FM5 �• 4 ADDRESSED FEIS COMMENTS 05/11/2021 SUL1LY101d I OWn 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 FLUSH MOUNTADAPTER Planning Board FLUSH MOUNT ADAPTER FLUSH MOUNT ADAPTER Mounts to 3"OD Pole Mounts to 4"OD Pole Mounts to 5"OD Pole 2 ADDRESSED DEIS COMMENTS 07/17/2019 4 04/11/2017 161l2" 161/2" 161/2° Number Revision DescriptionRevision Date REV.T ROOMS-UPDATE UTILITIES Designed By Date Submitted 1 PA1211 136"x 7" PA7221 140"x 7" 4 3 2 TIC 01/20/17 REMOVABLE CA POLE SPECIFICATIONS prawn B NO. COMPONENT ASTM DESIGNATION MIN.YIELD(P.S.) Y Date Created 1. POLE SHAFT A-600 GR.B 46,000 TC\LT 08/23/16 2 BASE PLATE WALL MOUNTS-See Wall Mount Section on Website for Specification Sheets and additional wall mount arms. 3. ANCHOR BOLrs F1554 GR.55 55,000,000 Approved By Scale Dimensions are Projection x Height. DRILLED PER FIXTURE REQUIREMENTS: 4.G LVANIZED HARDWARE I A153 BG AS SHOWN a • D1-DRILLED FOR 1 FIXTURE FINISH SPECIFICATIONS Client __.,.... 28" 28' D D2-DRILLED FOR 2 FIXTURES AT 90°OR 180- POLES SHALL HAVE A POLYESTER POWDER COAT FINISH IN A STANDARD COLOR. THE ENCLAVES e 27" 0 D3 DRILLED FOR 3 FIXTURES AT 90°OR 120° POLE DIMENSIONS D D4-DRILLED FOR 4 FIXTURES POLE HGT FT. TOP DIA. IN. BOTTOM DIA. IN. GAGE MT .HGT. FT. 4.00 4.00 11 GAGE 14' 56655 ROUTE 25 ` re,„ '. i POLE SHAF BASE PLATE DIMENSIONS BOLT CIRCLE IN. BASE PLATE DIM.(IN.) BOLT HOLE IN. PLATE THK.(IN.) SOUTHOLD j ! ' 8.00-9.00 8.00 SQ 1.00 .75 , NY rid DRILLED MOUNT OPTIONS ANCHOR BOLT DIMENSIONS ANCHOR BOLT D A. IN.) ANCHOR BOLT LENGTH IN. Project 75 20.00 WM1211 110 3/8"x 8" WM1221/10 318"x 9 1/4" TENON MOUNT OPTIONS: ALLOWABLE WIND LOADING(SQ.FT. WIND• INDICATED EPA 80 MPH 90 MPH 100 MPH 120 MPH T2-02.38 OD X 4.00 LG EPA - 11.7 8.9 7.1 4.0 T3 033..00 OD X 5.00 4.00 LGG WITH 1.3 GUST FACTOR ACCESSORIES S T4-04.000Dx6.00LG SITE PLAN i 3 4 SITE LIGHTING PLAN ,jl PO LE SHAF 25 THK TENON MOUNT it C TENON MOUNT OPTIONS ProjedAddress: --- ® Q 56655 ROUTE 25 (field Installable) HLM L HSS150-2 SPC-FM HLMSPC-06&HLMSPC•10 PC TLPC_.. ,TLS&TL7 �075 SOUTHOLD SUFFOLK COUNTY, NEW YORK TN3 TN4 TN5 POLE 2.00 X 4.00 HAND HOLE COVER FIXTURE TO POLE TRANSITION WITH TENON MOUNT TENON MOUNT TENON MOUNT HEIGHT B.00SQ. County Tax Map Number: Contract Number FLUSH MOUNT ADAPTER I FIELD INSTALLABLE HOUSE SIDE SHIELD . Mounts to 3'OD Pole Provided Mounts to 4"OD Pole Provided Mounts to 5"OD Pole Provided 1000-63-3-15 FIXTURE Regulatory Reference Number: With 2 3/8'x 4'H Tenon With 2 3/8"x 4"H Tenon With 2 3/8"x 4"H Tenon INSTALLED - 16 1/2" - Title of Drawing: 2rr 17.00 2.00 X 4.00 REMOVABLE ABS \ SITE LIGHTING B HAND HOLE BASE COVER \ W/COVER B AND DETAILS a House Side Shield 08.00-09.00 I BOLT CIRCLE � 321/2" 31" 33" a Drawing Number: 0 a 14.00 ----3.00 i o 3"POLE 4"POLE 5"POLE ° o 0.75 X 20.00 ANCHOR BOLT POLED TAIL 8.00 X 8.00 X .75 THK. BASE PLATE O '80° DRAWN: M.HARVALA 6/8/2015 SOME GEOGRAPHICAL AREAS HAVE SPECIAL WIND CONDITIONS THAT CAN CREATE WIND INDUCED m A CHECKED VIBRATIONS CAUSING A FATIGUE PROBLEM.NO METHOD HAS YET BEEN FOUND FOR PREDICTING 11 DESTRUCTIVE LIGHTING POLE VIBRATION.THESE CONDITIONS ARE UNIQUE AND CANNOT BE o c V I V I T thy- y L D 2317)Groesbeck HW . GUARANTEED AGAINST,AND ARE THE RESPONSIBILITY OF A LOCAL SITE ENGINEER. A III\ REVISION: Sheet of o 0 m r4 0 4„ DATE: 0 270° 90' - TITLE: N 3 5„ c APPROVED: LIGHTING warren,MI 48089 12 17 QUOTE P:(586i 774-5650 I F:(588)774"5706 o° S.o»a STANDARDS www.unitedlighfingstandards.com CATALOG: PWGCProjectNumber: ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-8�0-548-3227 HAND HOLE �w REF: Is NONE DWG NO: ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPIIghting.coflTll ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.com 4 3 RSP-14-4-11 Unauthorized alteration or addition 2 1 to this drawing and related documents AVG 16 01 Z' Is a violation of Section 7209 Qo of the New York State Education Law 0 a a \ RESIDENCE RESIDENCE u- Q N LAND NOW OR FORMERLY OF `� ! 0 w co — — -�� TOWN HARBOR rn ANTHONY FORGIONE —----� ._ w P M — — — — LANE S.C.T.M. NO. 1000-63-03-17.3 n at$ = o IY '2 S2 o O U > o or_ � o LAND NOW OR FORMERLY OF Pool j ROPOSED o z VALERIE M.SCOPAZ Strategic Environmental and Engineering Solutions N PROP :SEDPERVIOUS� FORCE MAIN LAND NOW OR FORMERLY OF Erk ur Z N S.C.T.M. NO. 1000-63-03-16 RESTA PROPOSED6.5' 9 9 9 >- 17 �<vy WOOD POSTS (GRASS PAVERS) HIGH STOCKADE EXISTING I VINCENT DOLOMITE&ILEANA DOLOMITE z Z U WITH NETTING PROPOSED6.5'HIGH LINE OF EXISTING EXISTING I STORY FRAME FENCE ROPOSED VALVE PROPOSED 100% PROPOSED 6.6 HIGH L FENCE Z O Uj ' a—n STOCKADE FENCE DRIVEWAY TO BE WOODEN STOCKADE FENCE S.C.T"M, N0. 1000-63-03-17.4 PROPO D 6.5' c g = �j I SHED TO BE RENOVATED AND REMOVE �- r7 a REMOVED CHAMBER .. imm REMOVE EXISTING �E ZQ _ a~\ RELOCATE EX#OSED STRUCTURE d i fill , ®^ LEACHING POOL INCORPORATED INTO MAIN WI ACOUSTIC BARRIER HIGH ST CKADE Yi EXPANSION AREA E-2_18- OPOSED SEWER FENCE m T , - •_ , STORY FRAM 4 .. EXISTING u ° ✓r - \ GARAGE TO R PROPOSED 10' DIA. FENCE USE CONNECTION 26 27 —N' 310.00' � S07°44'40'E BY 15' EFF. DEPTH s22.78' 26`� -- �' l a a _ - - — — - -- IGN Bohemia NY 11716 2618 LEACHING POOL 3 S07°38'10"E 2° ) --- -- - �� Avenue.S Johnson venu Suite 7 s s s s s s a—y— s s(TYP OF 5) s— — s— s j_1._� - EL Ph - - 705 .„o-,..•• cr-+r--[ r_n ^ Q Y er.�..e xr-w'a^'�'°'"a--u t `r,tCTiCs . s EXIST L ROPOSED one" (631 589 6353 Fax" 631) 589 8 "• o- .. . . ...a�._a_ g. x — PUMP STATION E-mail:_ 3 PROPOSED STP �,,.��,,?<;��,If� ._ ,,. to.:I:aderrs+'f� �'¢-- ---- _ �� c� ' s NEW PROP � �/' well �'' p, W RELOCAT i -maiI: INFO@PWGROSSER.CO _ \ DRIVEWAY i /v I _.. - v o s �_../... IRR WELL I I N CONTROL PROPOSED y' l o o o G - ' i ¢I,w \ mom. BUILDING 10'X23' ° MOUNTABLE CURB t PROPOSED a} n cn Q s w ry ��� �; f ( ) 1 o P�Rvlr�us xm C � i �_ , ... ._a " E i CONSULTANTS OVER ... I -- o s EX STING TO BE °yV Cn PROPOSED PARKING REMOVED I EFFLUENT FLOW ° ' � s 7 1 � EXISTING TO 2 STORY ' �e'} � METER """' �- s- — - s O � STRUCTURE TO REMAIN g - z SIGN PROPOSED EVENT RM. ARB GE ° ;i.j PROPOSED RESTAURANT PROPOSED ° x AREA 6 r FF:27.5 cb SEWAGE X z - r s;, crFe"o i;m If I< �r /. RtlPOSED r Y D}j F.i.QPc- • • s—s TREATMENT 3; x 75 `° a \ m. r _ RONTYARD o s e— s— LP _� I --- fM OSEDAD ETBACK ROPOSED 10PLANT AND 100/0 0"11-0" INGST4fJCTURE RD w r \ nP. s,-0" �.�� w w DIA. BY 5 LIQUID EXPANSION AREA x 50 0 z z slate DEPTH GREASE U / 16'-0' o ¢ Q d PROPOSED O j 9� p , WALKWAY �:1FGN� P WATER SERVICE ,; x o ��/ �, �` 3 3 3 gOPOSE PER US � z z n°nancno°n®©nnnnnnananon.pssc st EXISTING TO BE � �OPOSED 25 TJ KING n PROPOSED 5 � 3 3 3 mm�nnorino � a �' 3 ' _,: • a nn+ar+en� ❑ slat 3 n. �. ,. ... (GRASS P VERS) z MECHANICAL r X s s I WOODENS�OCKADEFEN LAWNISCULPTURE 3 3 3 3 3 REMOVED 3 WATER SERVICE r 50 4 3 W/ACOUSTICS IER \ Dp GARDEN n 3 3 3 3.-� m m it SCREEN 75 s s EDRR DSE 20' i I l O Z \FA n` 11 O FRONTY is W I ub 4 U 1 PROPOSE p _ POS ( \ SETBACK 8 W CONSTANT GRADE EL.30.� o F°\M _,.._ __ _ i 3 ,s'o- \\ O O _ Fp ac w HEAD BOX x I' n o t �`{ \ l` \- .` ° N NEW PROPOSED DRIVEWAY PROPOSED 24'-0^I I y 3�r b AND PARKING N Z v o PROPOSE HOT COTTAGEI ._ ;`c U EQUALIZATION PARKING s s TUB \ ® F I t ® � F�l2 CHESSBOARD \cp '- "� LL LL PUMP STATION 25 • -= `f J —"kP_FP FP M':' P M M M / LL PROPOSED 2g-0" RD4 \ POOL CABANAS P \ \ ai P_F FP -- PID o"-- Ma—. fl_ M M M w > TW:30.5 _ fW:30.5 WP SEWER MAIN REQQ a Q BW:27.23 BW: :i DECORATIVE ` SHED N04'95'20'/V �� ARD ""`-..., 16 �c C �� 5"` � POND \ ,�. 17H.00' � c6 SETS 1 COTTAGE2 RD i 1 HOT PROPOSED 2.5'HS PROPOSED 6.5'HIGH 11 ROPOSED '•'--.,, x s s TUB TAININGWALL e-+ E WOODEN GRADE EL.Z7.5' +EL: i6'-0" Cb m I J a ~� \ HOT ,25 �� 1B'-0" 3 ,, STOCKADE FENCE _z a WATER SERVICE t w I '.••." TUB J 7 rn p C� 2 �,q Q. I HOT COTTAGE --( o a LAND NOW OR FORMERLY OF o �sl J a w POOL AREA 23'-1" r s s ROPOSED FRONT a r EUGEN TOMASIC&MIRELLA TOMASIC a YARD SETBACK u o o w 0 PLA C RTS a W W S.C.T.M. N0. 1000-63-03-14 ' t Z 1YP• GRADE EL.27.5' °` N g -_. w HOT t- \ or a m TUB __7 - --_ ` m m COTTAGE 4 _ p i HOT BW: 7.20 BW:27.25I �U Nr ! ` = TW:3p.5 RAMP— TYV:30.5 RAMP O --_--- n' Z d ` PROPOSED s s TUB - \ ` LIRR c, ` PARKING LOCUST LANE PROPERTY \ - WALKWAY uuuaa°cuaananc°nnn° ocsonun©&4 �fi 1 uuc} ©aauauuuu uu® ue®aeon' LINE Z -- nnnnct CccBlDnOc°aannan°ntl23nnC UtTa36Lsaftiuu 11 10" m. n`❑o nannnnnaa ❑a°n: � 26 � �RYARD Sol ROpOSED R ` 20 N _ _ `~ n, d , TYP. ,� LAND NOW OR FORMERLY OF ° GARBAGE, b cb AREA�A e \\ a, __ ___ JANET L. RYAN i 34 ti \ PROPOSED PARKING AREA 1'; y `\ r \ \ S.C.T.M. NO. 1000-63-03-13 i SIGN M g: ¢ \ 'A NEW PROPOSED DRIVEWAY TYP. --.. . .... b LA � o REODYARD C9 > ¢ \ :)27 RF1 R I I m w m., w + m h y wow co _—a---� _ -� „—�--_Q-_-a -_a ....... -. _ �4 — C0 1 f N05° 4�'S0"W 616.57' � I •� ------- � 7 PROPOSED 6.5'HIGH — z6 6 WOODEN \ S a N STOCKADE FENCE 5 REVISED PER TOWN COMMENTS 02/15/2022 1 ` 4 ADDRESSED FEIS COMMENTS 05/11/2021 31 36 � 3 REVISED PER CLIENTS REQUEST 02/18/2021 t N LAND NOW OR FORMERLY OF 1 I 2 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 t 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 C M. N W.WI -63- 32 P R O P O _ Number Revision Description Revision Date —° S.C.T.M. N0. 1000-63-03-28.1 N05°30'5dWW 51.34' SCALE: 1" = 40' _ Designed 9 Y Date Submitted ----� TC 01/20/17 LAND NOW OR FORMERLY OF 33 I Drawn By Date Created 0 40 80 TC"\LT 08/23/16 PILLES REALTY HOLDING LLC ___ --- Approved By BG Scale AS SHOWN SCALE: 1" = 40' Client: A� � THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project: ALLOWABLE SANITARY DENSITY FLOW STP DESIGN FLOW OVERALL SITE PLAN 6.75 ACRES X 600 GPD/ACRE=4,050 GPD PROPOSED RESTAURANT DESIGN FLOW SANITARY LAYOUT PROPOSED SANITARY DENSITY FLOW 74 SEATS X 30 GPD/SEAT=2,220 GPD Project Address: 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD PROPOSED 44 UNIT HOTEL 56655 ROUTE 25 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GPD SOUTHOLD 100 SEATS EVENT SPACE X 5 GPD/SEAT =500 GPD 150 GPD/UNIT X 44 UNITS=6,600 GPD SUFFOLK COUNTY NEW YORK TOTAL SANITARY FLOW =7,840 GPD PROPOSED EVENT SPACE DESIGN FLOW County Tax Map Number: Contract Number. SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) 1000-63-3-15 HAS BEEN PROVIDED. 100 SEATS X 7.5 GPD/SEAT=750 GPD Regulatory Reference Number. Title of Drawing: PROPOSED RESTAURANT-GREASE TRAP SIZING REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+750 GPD=9,570 GPD PROPOSED SITE g PROPOSED 7 SEA RESTAURANT LEACHING POOL DESIGN KITCHE14 FLOW=20 GPD/SEAT X 74 SEATS=1,480 GPD REQUIRED: 9,570 GPD/5 GPD/SF=1,914 SF LAYOUT ��0�T ��® � PROPOSED 100 SEATS EVENT SPACE PROVIDED: NEW LEACHING POOLS A UTILITIES PLAN KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS=250 GPD 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) 1-4 1,914 SF/31.4 SF/LF =60.95 LF TOTAL KITCHEN FLOW: 1,480 GPD+250 GPD=1,730 GPD FIVE(5)OF 10'DIA.BY 15'EFF.DEPTH LEACHING POOLS 75 VLF PROVIDED; d GREASE TRAP DESIGN Drawing Number: po U REQUIRED: 1,730 GPD X 1 DAY=1,730 GPD _ o � �� � PROVIDED: (1)10'DIA.x 5'LIQUID DEPTH GREASE TRAP(1,730 GAL) FEB Le 2022 G 11/Z2- Sheet of o 4 SOUfhOld Town 13 17 2 Planning Board d PWGC Project Number. • w iu `d Una" thori 9d alteration or addition AVG 1601 Lu to this drawin and related documents w Is a violation of Section 7209 LL o Of the New York State Education Law o a a i POOL LAND NOW OR FORMERLY OF PROPOSED 100% PROPOSED 6.5' HIGH VINCENT DOLOMITE & ILEANA DOLOP LEACHING POOL WOODEN STOCKADE FENCE REMOVE S.C.T.M. N0. 1000-63-03-17.4 Strategic Environmental and Engineering Solutions W/ACOUSTIC BARRIER I g EXPANSION AREA REMOVE EXISTING EXISTING ROPOSED SEWER FENCE '. : ' • • � PROPOSED 10 DIA. FENCE Q �IUSE CONNECTION . o >- m 1 28 BY 15 E F F. DEPTH 30 so7°38'�o°E 29 o w 622.78 630 Johnson Avenue. . Suite 7 LEACHING POOL ' Bohemia . NY . 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 E-mail: INF WGROSSER.COM (TYP OF 5) ¢ — s— s— e— D CONSULTANTS PROPOSED STP m - - '-_ CONTROL PROPOSED �\ " " S— - a o M Cn M ° MOUNTABLE CURB ' ® r ~ +/ PROPOSED 6� M o � co BUILDING 10 X23 �, ( ) � � �—/ PERVIOUS ��� °�- � 0 — OVER - m PROPOSED ° PARKING EFFLUENT FLOW ° ' METER PROPOSED X 0/ \ SEWAGE X } Z TREATMENT � , 75 �'`� o' � \��- ��� \ PROPOSED HOTEL ° FF EL. 32.0' PLANT AND 100 /o W 26,-3, x t x i Q EXPANSION AREA 50' 0 PROPOSED 1 x U 4 WATER SERVICE ' 6 PROPOSED PROPOSED'6:5'fi11G MECHANICAL 5 € WOODEN STOCKADE FENC� - 75' 50 . 5i 5 21 I '\ W/ACOUSTIC BARRIER \ SCREEN OSEp?\I 20' - PROPOSED-- P p TY I \ CONSTANT GRADE EL. 30.5' HEAD BOX o X PROPOSED '` 24'-0"m COTTAGE 1 EQUALIZATION �' PROPOSE HOT PUMP STATION 25 PARKING w s 8 s B TUB ® x CHESS BOARD ARE �p f . . ,_0�� RD POOL CABANAS �` PROPOSED 25 -rt.30.5 TW: 30.5 QED -- - — SEWER MAIN RE RYPRD BW: 27.25 BW: 27.25 ) pry, 6 REVISED PER TOWN COMMENTS 02/15/2022 �' SE � I ' 5 ADDRESSED FEIS COMMENTS Q HOT COTTAGE 2 RD Ts o5r1,/2o21 C� ( PROPOSED 23 H 4 REVISED PER CLIENT'S REQUEST 02/18/2021 z TUB 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 Y s s s 8 s RETAINING WALL GRADE EL. 27.5' + 2 ADDRESSED DEIS COMMENTS o7n7/2o1s EL: 72,5 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 d • Number Revision Description Revision Date f HOT I >.. 2 TUB Designed By Data Submitted ° t Drawn By TC Date Created 01/20/17 O I ` -- a TC1LT 08/23/16 Z —------------- --- --- — ____ Approved By Scale a I COTTAGE 3 RIDGE RIDGE G1e� BG AS SHOWN HOT UD 4�_p�� Z I 9 e 8 TUB POOL AREA THE ENCLAVES 2 . �� 56655 ROUTE 25 E ' �.'" ""�",`��"`"''�'�~� RD_ ® � ,- PLA CO RTS SOUTHOLD, NY 2 -DlP /I ' 0 i' 20'•0' — _i GRADE EL. 27.5 HOT Project: TYp10 - � - TUB COTTAGE Rp Q ¢�, PARTIAL SITE PLAN HOT BW: 27.20 BW: 27.25 W ` . \ o I s e s TUB TW: 30.5 RAMP TW: 30.5 RAMP O J PROPOSED _ SANITARY LAYOUT LIRR N PARKING � N - - o Project Address: AREAPROPERTY AREA O WALKWAY 56655 ROUTE 25 LINE Z 11 3_10„ /_ SOUTHOLD O 15 SUFFOLK COUNTY, NEW YORK T � _ _ `(PARp SE 1 (20)1 I \ i — County Tax Map Number. Contract Number: o /� o o � o °0 1000-63-3-15 Regulatory Reference Number. Title of Drawing: PROPOSED HOTEL SITE PLAN_ SCALE: 1" = 20' PROPOSED SITE 0 20 40 LAYOUT A N D a N I SCALE: '" = 20' UTILITIES PLAN w a Drawing Number. 0 a U N • lL 0 FEB 6i 2022 ��/S�Z,� Sheet of o 4 a" Southol 14 17 Town a Planning Board PWGC Project Number: g LL ¢F Unauthorized a rla w te or addition AVG 16 01 to this drawing andd related documents w is a oiolation of Section 7209 o of the New York State Education Law o 3 a a .�, - ---------- . Strategic Environmental and Engineering Solutions 630 Johnson Avenue. - Suite 7 Bohemia - NY - 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS LAND NOW OR FORMERLY OF PROPOSED VALERIE M. SCOPAZ PROP ED PERVIOU FORCE MAIN S,C,T.M, NO. 1000-63-03-16 RESTA PROPOSED6.5' I WOOD POSTS (GRASS PAVERS) HIGH STOCKADE WITH NETTING PROPOSED 6.5' HIGH LINE OF EXISTING EXISTING 1 STORY FRAME FENCE PROPOSED VALVE STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED AND REMOVED INCORPORATED INTO MAIN CHAMBER RELOCATE EXISTING 1 STRUCTURE STORY FRAME ` S07044�40°E GARAGE TO REMAIN 26 310.00' =�EW� -�-+i .... - . a . - . - .. - ti.-tip■-ra. ____ __ -- _ _- - SIGN v II s EXIST 'ELL 7;tuiPROPOSED s\ NEW PROPOSED ;, I'. Well E .%RELOCAT PUMP STATION s I s DRIVEWAY IRR_1GAT60N WELL I N ` 2-8r Q r E� I r I I EXISTING TO BE ---_ r- .} M z 0 ;REMOVEDgill < U) I s\s 7 EXISTING TO 2 'TORY z cb O z p STRUCTURE TO REMAIN I SIGN • I_ARB GE PROPOSED RESTAURANT cb G 0 s e 8 ,� AREA FF: 27.5 / 5'-7"OFT DR-18 @-1°% -- — '� I - - 17'-2u I SLOPE ® p e s 8—8 8 i PR POSED ---- - FRONTYARD _� ........._.............._........................__... r n rr - -- --- --' PROPOSED ADDITION ETBACK RO POS E D 10' T91 EXISTING STRUCTURE RD � UJ W D IA. BY 5' LI QU I D 90 Z Z rr N _ Q DEPTH GREASE .'slate Q Q 18 0 WALKWAY '� - J .J 5 3 _ P 4 REVISED PER TOWN COMMENTS 02/15/2022 _ _ A ® 3/ 3'-- 3--_ = ROPOSE PERVI US O �— 2 ADDRESSED COMMENTS DATED 12/9/19 04/OS/2020 �+�.� GN ADDRESSED DEIS COMMENTS 07/17/2019 ..., ,... �s f...e I — ,.� .. ... ....(..S .. .... x... L.' i..a x. .. . . .. , ,. . , i': 3_ r- S I U T3 _ y /+ 00 ,-, x> ;i W C. )i.l r" :t E; r; i.., I:":1 i_[ , .; 3 I KIN= Number Revision L.:L;1.. I.i;..J r.. . _ L. .. E.' .. C'tr L3 L E:.t Yf,C: 7 $late O B sonDescnptlRO Revision Date , - 3r GT E ;_. , ... _',r, AS:S:PAVEI WALKWAY '". ; (GRASS P VERS) c� EXISTIN � � � r ROOMS-UPDATE UTILITIES 04/11/2017 3rry 3 3 3 REMOVED m m WATER SERVICE T (q m Designed By Date Submitted }0 7 3 3 3 3 3 3 3 3 C 01/20/17 /^ n REQ'D 0 U Drawn By Date Created TC\LT 08/23/16 U)O I FRONT Y . c Approved By Scale N I S W Q BG AS SHOWN 15-0 Client: ETBACK W O THE ENCLAVES _ I ...._ .. tt....... w 56655 ROUTE 25 _o o w SOUTHOLD NY NEW PROPOSED DRIVEWAY N �- W ' U� U U Project: c_ ❑� ) o AND PARKING `" W; W J zo 0 U C-) PARTIAL SITE PLAN w -ir € M L U M M M M M . M 9 < FP FP FP FP FP FP pi,, FP FP FP FP--F M F ®F FP FPM FP M FP�_P=--_-° FP_'--°---Fp —afl —a Fp—O M —O---u—° —aM M M M M LLLI SANITARY LAYOUT � �— --i—iP"43 �__.F�FP _ M f_ • SHED4 .4512011W 0 f �f FP —�___� F = Project Address: N04 45 20 W V 1 TQ nnI Z 56655 ROUTE 25 PROPOSED RESTAURANT SITE PLAN SOUTHOLD SUFFOLK COUNTY, NEW YORK SCALE: 1" = 20' County Tax Map Number. Contract Number: 1000-63-3-15 Regulatory Reference Number. 0 20 40 - Ttle of Drawing: SCALE: 1" = 20' PROPOSED SITE U LAYOUT AND N UTILITIES PLAN W Drawing Number: 0 U • W "mil m ao FEB 2022 Sheet of o q `--soutnc7ld Town 15 17 Planning Board - PWGC Project Number: LL w w Unauthorized alteration or addition z to this drawing and related documents AVG 1601 is a viotafion of Section 7209 o of the New York State Education Law U o a a AMERICAN MADE C.I.FRAME WTH SLOTTED COVER OR O.D.PLUS 2'MAX C..FRAME WITH SOLID (SEE NOTE BELOW) COVER BY NEENAH, FINISH LAYER MATERIAL CAMBELL OR APPROVED EOUAL RIM ELEV. GRADE A[IJUST TO FINISHED PAVEMENT CURB LINE GPADE WITH BRICK FRAME&GRATE Strategic Environmental and Engineering Solutions ALLOW 4"MIN.FOR SOILS IN EXCESS OF 9"BELOW FINISH GRADE 1'MINIMUM,4'MAXIMUM SIZE OPENING FOR ADJUSTING OF PAVEMENT SUBGRADE CASTING CASTING ® . COMPACTED TO90%AASHTO - 1 12 DIA.PIPE AT 1.0%MIN. . T-99 (MATERIAL AS PER DESIGN) REINFORCED CONC. 17.7 CLASS IV RCP PIPE ❑�o © ""' y SLAB COVER • LIMIT OF WORK DOWNSPOUT " . BY SITE CONTRACTOR ) DFAINAGE RINGS WRAPPED GRADE ® ® �) e 3'-0" 0©0 © C 3'-0" WITH GEOTEXTILE FABRIC O.D: . -� CAST IRON CLEANOUT WITH BRASS FERRULE MIN _ __ _ . MIN SLPAC4NP OR 630 Johnson Avenue. . Suite 7 BACKFILL ABOVE SPRINGLINE T �®0 ® #30 ASPHALT NY 11716-2618 BE PLACED IN 12'LIFTS a I (CAST IRON PIPE PAINTED TO COLOR I APPROVED EQUAL 8"MIN. = — — — — — ROOFING FELT 1' Bohemia . SPECIFIED BY ARCHITECT.) p 0® ® �" FIRST FLOOR �- 3'-0"MIN. RIBG DEPTH VARIES _ PAST GRAVEL Phone: (631) 589-6353 - Fax: (631) 589-8705 - AF PER DESIGN C� O 6" COLLAR E-mail: INFO@PWGROSSER.COM { PRE-SHAPED FOUNDATION OR 18" - PRINGLINE FLAT FOUNDATION WITH GRADE BACKFILL UNDER AND (� © © TYP .. D _ _ AF'.OUND DRYWELL WITH REINFORCED BACKFILL TAMPED INTO PIPE PVC(SDR18)PIPE FITTINGS SIZE TO BE ❑M[� © C GFANULAR MATERIAL �(10"� CONCRETE PRECAST CONSULTANTS -- --. HAUNCHES AT CONTRACTORS t: -' DISCRETION COORDINATED WITH DOWNSPOUT CONTAINING LESS THAN RINGS 15'/o FINE SAND,SILT,& LEACHING RING FERNCO SERIES 105G COUPLING FOR CAST o C3 E _ E; CLAY. (SILT&CLAY IRON TO PVC PIPE [3 p o h FFacrloN NOT To BEDDING(CLASS I,II,OR III) 4, EMCEED 5%) 4, o 0 0 0 WHERE UNSUITABLE MATERIAL ©p p 1✓•• _ IS ENCOUNTERED DURING TO DRAINAGE SYSTEM TMP' TYPICAL 12" BACKFILL PLACED ALTERNATELY EXCAVATION OF PIPE >`.. E3 O © - 1 - DFAINAGE RING © � IN 6"LIFTS ON BOTH SIDES OF TRENCHES. 5'-0" PVC(DR 18)@ 1.0%MIN. __ ...... ... GRAVEL COLLAR 3'-0" PIPE UP TO SPRINGLINE 8" 3'•0"MIN.TO ELEVATION �— GFOUNDWATER MIN.ALL AROUND NOTE: 1 LEACHING RING GROUNDWATER BACKFILL UNDER AND NOTE 1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITECTURAL PLANS. _ AROUND DRYWELL WITH 1T-0"OJ GRANULAR MATERIAL 1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5'-0",THE CONTRACTOR MUST PROVIDE SI"(6)FOOT MIN, f CONTAINING LESS THAN SHEETING AND BRACING.AS AN ALTERNATIVE,THE TRENCH WALLS MUST BE CUT BACK TO PENETRATION INTO { 12 15%FINE SAND SILT & A 1:1 SLOPE,OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL,WHICHEVER IS MORE ROOF DRAIN DOWNSPOUT ACCEPTABLE LEACHING CLAY. (SILT&CLAY SHALLOW. <`'"�/ MATERIAL. IF SAID 2- CLASS I,II,III OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES,PER USCS SCALE: NTS — CONDITION CANNOT BE 12'-0"DIA. FRACTION NOT TO ACHIEVED WITHIN THE EXCEED 5%) UNIFIED SOIL CLASSIFICATION SYSTEM) NOTE: FIRST SIX(6)FEET BELOW NOTE: 3- SAWCUT 2'BEYOND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED. FIR BOTTOM OF THE LAST PRECAST CONCRETE 1. ALL DRAINAGE LEACHING POOLS TO HAVE 10 FT.EFFECTIVE DEPTH. LEACHING RING,CONTINUE 1. ALL LEACHING CATCH BASINS TO HAVE 10 FT.EFFECTIVE DEPTH. FOOTING PIPE TRENCH DETAIL WTHTHEEXCAVATIONOF DRAINAGE LEACHING POOL TFE SIX(6)FOOT MIN. DRAINAGE - LEACHING CATCH BASIN CIRCULAR WICK,UNTIL SCALE: NTS SCALE: NTS AFPROVED PENNETRATION SCALE: NTS IS VHF Vl`n NYLOPLAST 24" DRAIN BASIN: 2824AG CAST IRON CURB INLET TRAFFIC BEARING BICYCLE SAFE(BY m®INTEGRAFR ME&GIRATE TLE OO 'CAMPBELL') MATCH BASIN O.D.ALL \ ADJUSTMENT TMENT OF FRAME 2-0" �QW 4"FOR FINALQ�OOOOD 18'MIN WIDTH GUIDELINE 1 1 I O _L — $" o o "-o o $" MINIMUM PIPE BURIAL ®VARIABLE INVERT HEIGHTS DEPTH PER PIPE I--8"MIN THICKNESS GUIDELINE _ AVAILABLE(ACCORDING TO MANUFACTURER PLANS/TAKE OFF) RECOMMENDATION TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE 10'-0" ANGLES PURPOSES ONLY.ACTUAL CONCRETE SLAB MUST BE DESIGNED a 0 r) \—#4 BARS IN TOP SLAB(4"O.C.) VARIABLE 0°-360' TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC a� ® p ACCORDING TO LOADING,&OTHER APPLICABLE DESIGN FACTORS, �p�b jpT PLANS GROUT AROUND ENTIRE PIPET 18"MIN. SEWER MAIN OR CORRUGATED HDPE DRAIN PIPE / DRAINAGE PIPE HOUSE CONNECTION ®VARIABLE SUMP DEPTH OR APPROVED EQUAL I I ACCORDING TO PLANS(6'MIN) 6'F5% 4'-0" OPENING 18"MIN. P QVAAV AVAILABLE:4* 24"FOR CORRUGAIOUS TYPES OF INLET&OUTLET ATDED HDPE APTERS 4"MIN (ADS N-12,ADS SINGLE WALL,HANCOR DUAL WALL), POLYPROPYLENE COATEDY" / SDR 35,SCH 40 DWV,CORRUGATED&RIBBED PVC STEEL RUNGS @ 12'O.C. f f 10'-0" �--- 10'-0" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PIPE INVERT ®WATERTIGHT JOINT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II 1'6"SQ. OPENING FILLED f (CORRUGATED HDPE SHOWN) MATERIAL AS DEFINED IN ASTM D2321.BEDDING&BACKFILL FOR m-GRATEsrsouo COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 so-0s, SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED 7 3'-0" WITH GRAVEL i f 1 ®-FRAMES SHALL BE DUCTILE IRON PER ASTM A5W GRADE 7050-05 UNIFORMLY IN ACCORDANCE WITH ASTM D2321. I ®-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 6 RISERS ARE NEEDED FOR BASINS OVER 84'DUE TO SHIPPING RESTRICTIONS. .. SEE DRAWING NO.7001-110-065 5 Y „Q •• ®-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 >A.u. FOR CORRUGATED HDPE(ADS&HANCOR DUAL WALL&SDR35PVC 4 VISED PER TOWN COMMENTS 02/15/2022 8' ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0°TO 360'.TO DETERMINE MINIMUM 3 T © RE ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 07 b_c ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-013. 2 ADDRESSED DEIS COMMENTS 07l17/2019 �Vt'3�C7�G+�CD b Oct C70 CSC GRATEOPTIO_NS LOAD RATING PART# DRAWING# THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT OR 3130 VERONA AVE 1 REV.T044ROOMS-UPDATE UTILITIES 07/11/2019 C3 '� O '� O a 1 -a PEDESTRIAN MEETSH-10 24990GP 7001-110-216 POSSESSION OFTHIS PRINT DOES NOT CONFER TRANSFER,OR LICENSETHE USE OFTHE DESIGN OR TECHNICAL BUFORD,GA 30518 V-6'—� 1'8" �—UNDISTURBEDSUBGRADE STANDARD MEETSH-20 2499CGS 7001-110217 INFORMATION SHOWNHEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN,OR { PHN(770)932.2443 Number Revision Description Revision Date 4'�" $" SOLID COVER MEETSH-20 2499CGC 7001-11P218 MANUFACTURE OF ANY ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN,EXCEPTBYSPECIFIC N ast FAX(770)932.2490 DOME NIA 2499CGO 7001-110-219 WRITTEN PERMISSION FROM WLOPLAST. a www.nyloplast-us.com DROP IN GRATE LIGHT DUTY 2401DI 7001-11N075 TITLE Designed By Date Submitted SIDE241N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL VIEW TOP VIEW DwGNo. 7D91-110,192 REV B Tc 01/20/17 Drawn By Date Created DRAINAGE - CATCH BASIN DRAINAGE / SEWER CROSSING DETAIL TQLT 08/23/16 Approved By BG Scale AS SHOWN SCALE: NTS -- - SCALE: NTS CATCH BASIN DETAIL Ckent SCALE:NOT TO SCALE THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project: WATERPROOF INTERIOR FACE OF CONCRETE RETAINING WALL WITH DRI-SEAL (OR APPROVED EQUAL)SILICONE EXTERIOR SITE PLAN COLORLESS WATERPROOFING(5%). TOP OF WALL ELEV.30.5' Project Address: 12"THICK POURED /,\\i\\ ' � 56655 ROUTE 25 CONCRETE WALL 3.25 REVEAL 4,000 PSI \ SOUTHOLD SUFFOLK COUNTY, NEW YORK No.4 BARS 12"O.C. County Tax Map Number. Contract Number. 3"MIN COVERAGE BOTTOM OF WALL 1000-63-3-15 ELEV.27.25 Regulatory Reference Number. No.4 BARS 12"O.C.ALONG EARTH SIDE NOTE: Title of Drawing: - / FOOTING CONSTRUCTED ON 4 4'-0" 2 TON/SQ.FT.UNDISTURBED BEARING 2"x 2"KEY SOIL,OR PROPERLY COMPACTED SITE No.4 BARS 18"O.C.6'-0"LONG 1,�„ ENGINEERED FILL CERTIFIED BY A a LICENSED PROFESSIONAL ' ENGINEER. DETAILS No.4 BARS 18"O.C. \/�\\/�\\/�` �— N i/ 6'-6" d 0 v w` d CONCRETE RETAINING WALL Drawing Number. 0 SCALE: NTS 10 0 o �m / E FEB 2 �' 2022 2/'slz Sheet of 4 �_ 16 17 77- SOLlthold Town Planning L3oard PWGC Project Number. g a w w - <F7 Unsi1raw2eg adration or additioneddocumen AVG1601 W to this drawin and related documents w w is a violation of Section 7209 o of the New York State Education Law o a 0"(N.T.S.) N.Y.S.D.O.T. 9"DIA. 3l4" SIGN No.R1-1C CAPPED WITH CONCRETE RESERVED PARKING 30" 10" ST P 1 1 3"GALVANIZED(WEATHER /5�� TYPICAL TRAFFIC PROOF)STEEL MOUNTNG CONTROL SIGN CHANNEL(TYP.)COATING TO 4"WIDE BLUE STRIPE COMPLY WITH N.Y.S.D.O.T. 3'1 NEW BLUE HANDICAP REQUIREMENTS(SEE NOTE 1) SYMBOL 6" 2"SQ.POST O 7'-0"MIN. POST PUNCHED FULL LENGTH 6"DIA.HEAVY DUTY PIPE FILLED Strategic Environmental and Engineering Solutions O 7 4 WITH 3/8"DIA.HOLES V O.C. WITH CONCRETE&PAINTED 20' O 7'-0 MIN. z YELLOW (TYP) • , 7" O FINISHED 2' ' .,, , - • FLOOR 1 . 630 Johnson Avenue. . Suite 7 O 18"MIN.FROM EDGE OF 1/2"PRE MOLDED BITUMINOUS Bohemia . NY . 11716-2618 4 42" 27"DIA _ _ 15° O V PAVEMRNT TO SIGN JOINT FILLER I Phone: (631) 589-6353 . Fax: (631) 589-8705 r 4"BELOW FINISHED�- PAVEMENT ` , GRADE O 6" E-mail: INFO@PWGROSSER.COM -e 3'=0" CONCRETE O FOOTING •.rb 21/2"SQ.SLEEVE r REPAIR OR REPLACE SURFACE ® ' ' ' 4,000 PSI 10, 10' 8' CONCRETE FOUNDATION O 36" IN KIND o a CONSULTANTS 4,000 PSI @ 28 DAYS s O 42" t @ 28 DAYS r 2112"SQ.SLEEVE PARKING STRIPING DETAIL p DIRECT EMBEDMENT AS PER y ; 7" N.Y.S.D.O.T.REQUIREMENTS 3" �///// /// SCALE: NTS 6" 6, BLUE PAINT SQ. VARIES SEE PLAN HANDICAP SYMBOL TYPICAL TRAFFIC CONTROL SIGN DETAIL STOP SIGN DETAIL BOLLARD DETAIL_ SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS CURB — -- EQ. SAWCUT EDGE OF EXISTING SIDEWALK TO 24"(Ti PAVEMENT RAMP VARIES SIDEWALK CONCRETE WALKWAY PAVEMENT SUB-BASE FILL WITH 1/2"PREFORMED X6"WIDE FULL DEPTH CONTINUOUS A BITUMINOUS MATERIAL m.. Y"LIP EXPANSION JOINT BETWEEN CURB A &CONCRETE PAVEMENT(TYP AT 6" FACE OF CURB 24"(TYP) 4" y"EXP.JT. ALL EDGES OF RAMP) SECTION A-A 4'-0" _ . .,...._ ..,.��........_,_.,, FG 5" �1 1 112" CONCRETE PAVEMENT SIDEWALK LU Zr ? ' .� ..,...H...w....__,,. .M...., „ ; SIDEWALK VARIES WIDTH OF VARIES SIDEWALK `° 0 v•� o a � �., .,.........,.. 4'MAX RAMP 4'NAX. "' l+'AiyPRUN DETECTABLE WARNING `" 4'MIN. I I I—I I—I I I I-III—_I I 6X6-W3XW3 WWF �� STRIP(1 FT.x 1 FT TILES) ) VARIES III III—I I I_I STRI CONEVERTRACTION JOINT EXPANSION JOINT " '"'""" "" SEE PLAN 12 1 1�12 6" I—I)I— COMPACTED AGGREGATE BASE '^ hA��. 3 RAMP RUN—_. PLAN EVERY 20' e„ y"EXP.JT, y"EXP.JT. COURSE C� o ;! NOTE: SECTION B-B SECTION 'AA' COMPACTED SUBGRADE LANDING - DETAIL"A' „yw_ SECTION AA 1:12 E 6"x 6"W2.9 DETAIL"B" STRIPING WIDTH TO �� x W2.9 W.W.F. MATCH WIDTH OF WHITE PAINTED MARKING CONCRETE TO BE 4,000 PSI @ 28 DAYS CONCRETE TO BE 4,000 PSI @ 28 DAYS ���' CONCRETE WALK CAST-IN-PLACE CONCRETE W/ 11 4' BROOM FINISH A LANDING COMPACTED 5"POURED CONCRETE ___EJ._^T CONCRETE WALKWAY PLAN SUBGRADE P ��' PAVEMENT(SEE PLAN FOR A , JOINT SPACING) CONCRETE TO BE 4,000 PSI @ 28 DAYS SECTION A-A l _ CONCRETE TO BE 4,000 PSI @ 28 DAYS '---- °„'-•-__.�_._ A �? TRANSITION FLARE-WALKWAY NOTES: V MIN. / A \.:F✓ WN AREA,SEE1/4 RADIUS PLAN FOR SPEA\ PAVEMENT ORC F C CONDITION. 1 THE MINIMUM WIDTH OF A SIDE CURB RAMP SHALL BE FIVE FEET rs � 2. THERE SHALL BE A LANDING AT THE TOP OF EACH CURB RAMP AND SHALL HAVE MINIMUM CLEAR DIMENSIONS �•�' �-, ., OF A 48"BY 48"SQUARE. CURB --- ;r / \ " /1ZIMAKSLOPE �';, ;,(, E 12:1 MAX SLOPE 3. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12(8.3%). RAMP �'.. ' 8.33 k 1/2"WIDE FULL DEPTH {�. •e' � EJ__- -.,.,,;: „ ,€ EJ..• ` 4. THE LENGTH OF THE FLARED SIDES SHALL BE AT LEAST TEN 10 TIMES THE CURB HEIGHT,MEASURED 24"(TYP) ,' a✓ - -- CONTINUOUS EXPANSION ALONG THE CURB LINE. ( ) 2, ?� 5. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE,FIRM AND SLIP RESISTANT. PROVIDE A COARSE JOINCRETWEENCURB& M CROSSWALK DETAIL Q\� CONCRETE PAVEMENT(TYP AT BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE OF CONCRETE RAMP SURFACES,EXCLUSIVE OF "'' ALL EDGES OF RAMP) DETECTABLE WARNING FIELDS,6'MIN.TRANSITION TRANSITION CURB(TYP BOTH 6. RAMP TRANSITION BETWEEN WALKS,GUTTERS,OR STREET SHALL BE FLUSH AND FREE OF ABRUPT SCALE: NTS DETECTABLE WARNING STRIP CURB TYPICAL BOTH SIDES SIDES) VERTICAL CHANGES V"MAX.) FLUSH INTEGRAL CURB IllLLIP JOINT SEALER 6" PLAN VIEW PLAN DETECTABLE WARNING STRIP 1/2"PREMOULDED DETAIL B FINISHED 3" 6 DETAIL A EXPANSION MATERIAL GRADE i 5^ 5 SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL CONTRACTION JOINT EXPANSION JOINT \ \ \ \ PROPOSED 4 REVISED PER TOWN COMMENTS 02/15/2022 SIDEWALK DETAIL �\ \��\��\ z" 3" PAVEMENT 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 18" I Number Revision Description Revision Date #5 BAR `' Designed By Date Submitted (CONTINUOUS) I TIC 01/20/17 R=1" Drawn By TC'\LT Date Created 08/23/16 �? Approved By Scale BG AS SHOWN f 8"— Client THE ENCLAVES DOME TOP CONCRETE TO BE 4,000 PSI @ 28 DAYS 56655 ROUTE 25 TERMINAL POST 2.875" BLACK VINYL PRIVACY SLATS 1-112"TOP COURSE O.D PIPE LINE POST 2.875'O.D.PIPE 21/2"B NDER COURSE SOUTHOLD, NY TOP RAIL THROUGHOUT TOP,DIAGONAL, AND ,/;j/ '/,; j / " MOUNTABLE CURB DETAIL Project 1.66" O.D. /. �/ / %: \ 6 COMPACTED RCA SCALE: NTS BOTTOM RAIL 1.66"O.D.PIPE �`' •` • � 1.66"O.D.PIPE POST TIE 12"O.C.8 BRACE RAIL \j�/,/•"j�',�/i j�"/, j� /,,%��� GAGE ALUM.(Ti CHAIN LINK FABRIC CHAIN LINK FABRIC RAIL TIE 18"O.C, TENSION BAR 2:X6"GA.TYPE 1 ALUM.COATED BLACK VINYL 2:X6"GA.TYPE 1 COMPACTED SUB-GRADE TENSION BAND 12"O.C. 1.66" O.D.BRACE RAIL PRIVACY SLATS ALUM.COATED +x r R=1_1/2" SITE PLAN BRACE BAND LINE POST LOOP TOP -I - TYPICAL ASPHALT PAVING DETAIL 2X GRADE FINISHED 3" 6" - - ` y SCALE: NTS it PROPOSED PAVEMENT / \ HEIGHT Project Address: / /fy`.`` !•�' /�'f� :tA ::�\t/,i HEIGHT 1 a % r- � 8 " 56655 ROUTE 25 ACOUSTIC BARRIER W/ SOUTHOLD ' 6'-0" MINIMUM STC OF 2 #5 BAR 2"ASPHALT CONCRETE TOP COURSE (NOISEOUT-2 OR LV-1) TYPE 1A-ITEM 70B (CONTINUOUS) SUFFOLK COUNTY, NEW YORK , .. PROVIDE JOINT SEALANT r o I--- r County Tax Map Number. Contract Number: z ..°. ✓ < i. 4"ASPHALT CONCRETE BINDER COURSE I" >f�� 1000-63-3-15 3'-0"MIN. o �", . { _ _..�__ ��._ VARIES TYPE I-ITEM 51FX(2 LIFTS) �--- --- -- Regulatory Reference Number: - ^t 318"(9.5 MM)DIA./ 12" DOUBLE GATES 6"STABILIZED SOIL AGGREGATE SUBEASE �e / Za22 Title of Drawing: TRUSS ROD t. 2"CLEARANCE 3'-0"MIN. SECURED BY CHAIN MATCH EXISTING COURSE(RCA)-ITEM 4S 8" >` a' BOTTOM SELVAGE °r �P AND PAD LOCK =, Scuthald town TENSIONWRE CONCRETE TO BE 4,000 PSI @ 28 DAYSi Planning Board , i, GRADE LEVEL o TRUSS ROD TIGHTENER WITH ' 7 GA.TIE TOPOST 12" BRACE BAND 10'-0"MAX. �.6" ' DETAIL _POURED COVC. TYP. �- ` ` r ',' CURB D 10'-0"MAX. FOOTING(Ti y j - /;; DETAILS SCALE: NTS Y \�' i, i�� ,• \`'.�� ^-2"SPACE Ti \�///%COMPACTED SUBGRADE' �� BACK\.-WDIRT a BACKFILL ACOUSTIC SEAL d EXISTING PAVEMENT AND SUB-BASE "SOD"PLANTING LEVEL TO REMAIN HDPE GRASS PAVER INSIDE CELLS R 5/8'. a ]\\\\\CONCRETE CONCRETE/ ACTUAL FINISHED GRADE 11 IrY CHAIN LINK FENCE DETAIL CHAIN LINK GATE DETAIL PAVEMENT PATCH DETAIL f Drawing Number. SCALE: NTS SCALE: NTS SCALE: NTS —to"— SOIL FILL LEVEL INSIDE PAVER GRIDWORK AFTER HEAVY WATER DOWN. 6„ W THIS IS THE ACTUAL"SOD"PLANTING LEVEL. WOODEN STOCKADE FENCE DETAIL HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM o PI) SCALE: NTS 3/4"CRUSHED ROCK OR LEVEL WHICH RECEIVES CLASS 2 ROAD BASE THE PAVER GRIDWORK sheet or o 17 17 GRASS PAVER DETAIL a -- --- PWGC Project Number. i LL OVERFLOW PARKING AREAS z w Unauthorized aeration or addition AVG1601 Z SCALE: NTS to this dravring and related documents w Is a violation of Section 7209 LL o of the New York State Education Law o a rL