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HomeMy WebLinkAboutRcvd 2/3/2022 Site Plan Drawings .,.�y._-.,,.._...,..,.._�..._,_... .. - Utilities _____ .____ __ _-__ 1. CONTRACTOR SHALLL NOTIFY"DIG-SAFE"(1-888-044-7833)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 IT'S REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED 7 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 . 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 w 3. ACCESSIBLE IROUTES,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 GPDISEAT =740 GPD ., AND REGULATIONS(WHICH ARE MOST S-RINGENT). TO EXISITING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES 44 UNITS HOTEL X 150 GPD/UNIT =6 600 GPD Strategic Environmental and Engineering Solutions AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. > 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, 10.0__SEAT_S EVENT SPACE X 5 GPD/SEAT =500 GPD PAVEMENTS,WALKS,ETC.)SHALL RECIE'/E 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 , , {y �y - i =_{ DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE LOCATION, 3.A 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 SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT STP ' v ® W 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 ( ) 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 �ohnSon Avenue. . Suite 7 MAY BE WARRANTED To RESOLVE THE CONFLICT. PROPOSED RESTAURANT-GREASE TRAP SIZING Bohemia . NY. 11716-2618 6. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND - - - - 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 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. PROPOSED 74 SEATS RESTAURANT E-mail: 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 CONSULTANTS 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 CONTROL DEVICES. SETIRESET 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 I ` 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 AN)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 _ R- - _ _ . ' 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,PND 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,'30 GAL) 11. DAMAGE RESULTING FROM CONSTRUCTIDN 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 . +..e C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE(RCP) 150 GPD/UNIT X 44 UNITS=6,600 GPD Grading and Drainage Notes 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, PROPOSED EVENT SPACE DESIGN FLOW _ _ ___ _ _ ON,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 . 1. ALL MATERIALS AND METHODS OF CONS-RUCTION SHALL CONFORM TO THE STANDARDS AND CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON 100 SEATS X 7.5 GPD/SEAT=750 GPD FI. . 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 GPC=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 TODISTURB 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 VERTCAL 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,STAT"E AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS n=: .. .. ,:: .. 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 R n 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. 7. EXCEPT WHERE OTHERWISE NOTED,WHERE NEW CONCRETE CURBING AND CURBED ISLANDS ARE S ITE LOCATION MAP PROPOSED,TfiE BOTTOM OF CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENT SCALE: NTS ELEVATION. THE TOP OF CURB SHALL BECALCULATED 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 . i DOWNSTREAM INLET. EXISTING PAVEMENT SHALL BE SAWCUT AT THE LOCATION OF THE PROPOSED CURB. 1 7 BACKFILL AROUND THE THE COMPLETED ISLAND SHALL BE CLEAN,GRANULAR FILL COMPACTED TO 95% - � •••.•.-•..• u.-...-..-..-.-^......-__-.., 6 STANDARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTING Erosion Control 5 REVISED PER TOWN COMMENTS 01/28/2022 PAVEMENT TO REMAIN. ALL SAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EXISTING ;.,`,',E- , r 'y,_ �a, „ „ > ,.;. ,, �., -- - t f - �a a 7 g '„ y-,. t^` � `, a .,,a, at�$s• ,' '....7..% 4 REVISED PER CLIENT'S REQUEST 02/ PAVEMENT TO REMAIN. k, ;,, C-, w 1 :° 18/2021 . „€.to, .,`. .'f, �'�,,p, t,s,= "s,g}o;�, .f<,3 �f''>' F' x ;, .Yr ;s` '$;'�' ,' .A,,W-, ,V. y, ",^W:. -..Y< _ "4 `'i r:, tB'"` 5'�' >. ♦ »,4.? Y,-.«Nd'Q,` "i i} .`� �,:,. °° ': r ADDRESSED C M a�e 1,c" ,r' yob`,.; .'r'" <,. E''£ x : : E«.a: <.. „�, ' a O MENTS DATED 12/9119 04/08/2020 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE THE CONTRAC � , "> " w »,.•-_.' f`»• n `'� A'°. • -, _ »`,• ,,�':�_'-: . - 'w TORSHALL NOTIFY APPR P I ).: . •' ""� 0 RATE ~ .,;,;.., .t �, ?. " �k �.m r ,:Y$�; 3, '`; " ` ;Rta' t,,d. ,°, r. >, 8. ALL EXISTING CATCH BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLE I N " •." >°° a x ..°' " _ -a . ^°' ri ��: ' : ` ' >,_ .' -w�. 2 ADDRESSED DEIS COMMEN T 0 AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED i „ • ;..,> ._: "i^ *' :;< ': >'. ; , �a `a ,, 3., r£b..-`'.^ g; 3 TS 07/17/2019 OF CONSTRUCTION. 55 - . '�%Y. . ,LIr:.,. :>,tA,'s s` .°& ';� x,'°4 a�,� .,'�`a , s.;� b',Swi"his", `'; :'°ea 4's ° t . ...•a ,�f ,X !,;-kai�.• °ra 1 - ! REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. ;�, Yµ;f - ti �;° <` .yrva.. ' -.k= ,� d a .g,t r,?°ae.v <,; • d "' .'- :3- %' "'u :� k •� w g ;«° "'- Number Revision Descri tion Revisi n D e �' ^. <> 1. , , • e�.. �`* � . +, (; t'. Via, -• . :; «" �- ; 9. THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIE 4 ._`_ w '. '°' » °,'` < `' S 8 HOURS BEFORE EXCAVATION CUTTING �, -",..r �a, a 2. CONTRACTOR SHALL INSP C ,, 'a"ri ' s:'.~ ,„, .gb.. �i` ,':£< ° E T AND MAINTAIN EROSION CONTROL MEASURES AND REMOVE SEDIMENT $ " ,` a.°" ,A .-" ' _ = ,!a ' REMQV N -1, d� �, a t` t rvt . . € � w :,� ',. ,y. .a I � `t ✓�,,< G,OR TAPPING INTO ANY EXIST14G UTILITY SERVICE. THE TOWN OF SOUTHOLD SHALL BE NOTIFIED 4. F +.' r_- 1 s ' ' ' M .'' ..;$ ." s °' ° - THEREFROM ON A WEEKLY BASIS AND WI N �. ' x;, „.,`„ , ,, ,a, aP n. .. 7q�' }. . t -> ,+d :':- , 3: .':` esi n d THI TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF ; ,y� $ g,, :a":'r •; '�r;L 't, „,..;„.} _, : _ '> `' >- ,: , ,s. . 8 ''; ,x ,: ,�]Jy D g e By Date submittea 4 ° ,..x,,,. .,,x3 .3 ,Y,•.;d ? r'b '�' �"''� .,'a+, u�.... �.'P ;'�: .. e- .y '' ,_..., >'• " '"v '},°<�' ':;`: 'r� .<.,s 1 8 HOURS BEFORE ANY SITE WORK IS BEGUN. >€, s.'•, k ^_ w a., . ;«i 11 .3 ;;• r F, > t• g, ' f . SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND « t». ��; `: �';" ',,-,+ " `e:' r �.. r ' `'� gg ,1,<, ," Y°i, "I "� TC 01201 a rr. '�{ -'-a, - ,iy, >,r', q !-ta: r; , � ".'A am.'V < fA, { r � .; s*^ ,s £' .{,. x{., / / 7 4'9t<' k .R. '�' ,y ""6• i'Y'«"' :x*� a:- .ID.; "':':&< '` ,ri-`..,� 4w., x, .•> -.,a, *� ,°,.. 4 4*�:y� q.. ,9> `✓' °.: . PROTECTED AREAS. , ,> >�-` r �, "'' � >; t' .. > Drawn By Date Created < .s.:„, '. .•.',..,-"` n.. +.5." ,!is �.g., 10. PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE W � _' $, = ". »,, LTH COORDINATION WITH THE APPROPRIATE s .= -' ,,°'. ar' ,.�- , 1, �,• > P• :Y• t '{, ,...:.. .,; .,M. ndC w, k.s�•,:,-' •;^. ..b.Wv• 'y -,,.,, - , ,.� TC LT 08 23 ' b• -,4 o- °+ ••°',:c ., (sa, .b a °P >_.€, a"' ^;'a '+eY S.: . 4 f.' r 1y .»� •. ELECTRIC ANC TELECOMMUNICATION COlAPANIES. GAS AND ELECTRIC SERVICE CONNECTIONS AND R -"+ , ',,`,,, `.its*, 4_ . °', z ° ,, .•< ' tea? ,f 1 _< • �:> ~ v IO 3. CONTRACTOR SHLL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION ". -,. ', a o » ;. a ,t., „,v e-' •v„ $. re ,. :g:•, ». •. ��, -F, Appro ed By Scale r ',o, . -.s,. < x ,'" <. .t„ °>` , , �t.a „ •, :� t :: , I.,. ,,,I>°r�'.° °,1� ;u., , SERVICE ABANDONMENTS SHALL BE COORDINATED WITH LIPA `,. Aa g. �, ;}c ". '" $, ,� t t -, ;<t:- „x" a«3 �, '`: 1 NATIONAL GRID. WHERE FEASIBLE, • ^° '" ° SHALL NOT AFFECT REGULATORY PROTECTED AREAS WHETHER SUCH SEDIMENTATION IS CAUSED ^-• •. ', ,t'a I,!:, > •;'� ��,Vr •, '} 0 .< ;v"I - ,,,,.. L *°;a ? ,", ,., BG AS SHOWN BY t"` ,„a i '`'r f• r,,i,''. ,8'4. .a. Y ..� , ,•'0" ,€, ;' "='•�',, '•„ :'�,,. a K.,:r e '*"�.'; «,7.rw, ':s:+:t:'"�A`a` �M' •@ Si4�` '.i PROPOSED ELECTRICAL WIRING SHALL BE UNDERGROUND. 3 °� "' °t ".?.`; <.., , <;<'.' r,r' ti p,, 5. .; ,.,, .,, Client WATER,WIND,OR DIRECT DEPOSIT. $ ,i �',-� :, >4• ,I z '<' - :t $'';�R:,r<_:�'t," 'r;» a •rte ..s .e a:,. "., e s »+le,"" xy• ` .';, OLS` - k • v„ ,s 6I ,S ',,.d°4i. ♦ ••,pf a�, .,. :.?.`•« ",5•.� !a'' °a:L:' ,',e t`,f,, a ' ,:,•. ��<- "t ., . , .�. `':. ;. -'; , > F E ENCLAVES 11. ALL CONNECTGNG DRAINAGE PIPING SHALL BE 12"RCP UNLESS OTHERWISE SHOWN ON THE PLAN. ,` v," ,,. ;,;° ,,„.,, �, ...4 ,;,;,_ , ,'' 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED w . Z-'"!, . - , .� qq}£ "' ,,, .; , y; ', 4°, 's:,`YA q;,r,r ''�„€.� `•A :` sL,',-? �., °N °°- , n, w'r" a' i JA FOR A MINIMUM OF TIME BEF R c ;q,,:.. *? : ,';'y-..1 �r , : ,„ <' _�. �._ $$f $`�° ':. -... , , P.;;,, °'" * 56655 ROUTE 25 0 E THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT a ,•,`, -. d `j k c , HALL NOT BE BURIED ON THE SLBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE - ".'m `.`" `' � _ t"'" '`' "''" 4 %�$ ,4 '' "*® >' . . .at '°'. ` ` �, ' k" � '(' EROSION. i�,'z:>` ,k „+ kk��, s " , ,' ,ro , ,.., .t .", 'H.A'l R'. _§�',y„wd,,y',,r ar 9 :,,4� » .,£ wrv,.r, <.To^�,1., • #, a,',. "'. .;''i}s':{..4 ,"<F.''>'a• ,.d. . Ott , „ SOUTHOLD NY DISPOSED OF IN ACCORDANCE WITH LOCAL TOWN,COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE *. ',`g s{• ',,„,°,,a.Y` ' � , - , ' '&, ' f' 1 _ ».'}," r .' o�*,`- :� ;•.;b + y .,�:'" s.,, 'a•- a`�� .#;.. ,:L.: ,' .,;, •�„i {xA� .5 , ,r,' ,,.' 'ti-�'i ''ro ?<> "' "- t` .d. °'�t ',�*r�` . CODES. °d .�'�A. t, q'° " ;. � , , ,Tk.. >fid..: :;V °:,r ';, �• ,. '"c'" >. :, p,; 'f.."A.aa ,. , " ., 3 '., u t s--"J, °" ',;'- ;' °' �''a•�°a•. ,k�-s''/ki .o�`"t:,:r,";.� ,�F:�P<;>w • ��, ,:E,!•.•w<' ;� .�',. rt.,t ;,r' >; 9 Project 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, � wj> • :,. M -< ,. ,; 9 � . . :° • '' „ ,,'xy.. 1- r ;�• , I :':,;I ,1, ',,.,.;. >r:. ;`'4 ate' ,,,. .<. "'. : „,.". r ,` q.,, a°s, ,",� *T : ' ` „, r ,t�. , <.3,'§ �'<: ..t,,:.. ,, .a r , <<,i,• , ,s'.Sa€'°- °- CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND re .•'•;° . '§P ,. <, ." ^;r +�'; "` '•:" x �; ',� ' ` °�,. .af•, "� s 13. ALL SANITARY SEWER PIPING SHALL BE DR-18 PV , «« _. i a•�w >.� _,�,,. -�. �, .,., * •.';=, s' - > ; '° : ., '� w� .' � . 11 ; COR EQUAL UNLESS OTHERWISE NOTED ON THE PLAN. < �.t �,,,�,;"F:.,,xA 4,: ....., - Willi Existing Proposed Notes i Existing Proposed_ � Notes Existing Proposed NotesExisting � Proposed Notes Political and Property Boundaries Topographic Features Utility Features AMR 6"RD PROPERTY LINE;RIGHT-OF-WAY LINE - - 14 ! MINOR CONTOURS -•- f:' -- - --• _ _ ROOF DRAINAGE BC BOTTOM OF CURB �. 151" 15"D INTERIOR PROPERTY LINE 20 MAJOR CONTOURS r ----`° - ` _:.. DRAINAGE F"v"' BW BOTTOM OF WALL _ BUILDING SETBACK LINE RIDGELINE UD UNDERDRAINAGE RIDGELINE -•--- - 3 �; ------ ••••---•• EASEMENT — C. m ' CAN CABLE TELEVISION Strategic Environmental and Engineering Solutions TOP of SLOPE TOP OF SLOPE ----- - - :: - FD FRENCH DRAINAGE Cg CATCH BASIN WETLAND FLAGGING BorroM of sLOPE BOTTOM OF SLOPE ------ --- 6"S SANITARY SEWERAGE _ -_ `I f E:: CO CLEANOUT - LIMITS OF CONSTRUCTION/DISTURBANCE F'' FM FORCE MAIN �) "`. + ''_ EL.123.45 + EL.123.45 0 D DRAINAGE SPOT ELEVATION -- - - - - — MATCHLINE \ -12"W WATER MAIN - Tf; €"` I DMH DRAINAGE MANHOLE Avenue. Suite 7 " ° TC 123.45 TOP and BOTTOM of CURB ELEVATION - ----"""`" - 2"DW DOMESTIC WATER SERVICE 630 Johnson Yven Curb and Pavement \ BC 122.95 Bohemia . . 11716-2618 C;0V -- --- 6"FP FIRE PROTECTION SERVICE DW DRYWELL Phone: (631) 589-6353 . Fax: (631) 589-8705 TW 123.45 TOP and BOTTOM of WALL ELEVATION F`"X EBX ELECTRIC BOX E-mail: I N F0@PWG ROSS E R.COM CONCRETE CURB TO BE REMOVED 'i<? BW 113.45 - r; -- -- G - NATURAL GAS CONCRETE CURB - _- _.._ EMH ELECTRIC MANHOLE OE OVERHEAD WIRE CONSULTANTS PAVEMENT TO BE REMOVED Drainage Elements ------•----- - ------,- E ELECTRIC POWERLINE F` EX EXISTING EDGE OF PAVEMENT E!" ;'•'i- TELECOMMUNICATION FA FIRE ALARM DW A-1 DRAINAGE STRUCTURE LABEL - -. T �, RIM 135.43 - ------- SAWCUT LINE Y ( ? INV 130.43 N _... .... _._...._. __._ "(:` FD ( ) FOC FIBER OPTIC CABLE FRENCH DRAIN r}r.i...,....) TRENCH DRAIN FORCE MAIN E NEW PAVEMENT :_* _. _t() t 4±I ''3 - " -- CATV CABLE TELEVISION F"` FM FA FIRE ALARM F0 C FOC FIBER OPITIC CABLE //;, HEAVY DUTY PAVEMENT ,• O �) DRAINAGE MANHOLE with GRATE INLET --m -W` w - " TRF TRAFFIC WIRING °? FP FIRE PROTECTION SERVICE L / � FIRE HYDRANT G GAS Building and Elements �. ® ®) DRAINAGE MANHOLE with SOLID COVER WV GV GAS VALVE DQ WATER VALVE GV HYD HYDRANT L BUILDING TO BE REMOVED { ) ® Tn] CATCH BASIN with CURB INLET �' D4 GAS VALVE I", r ICV IRRIGATION CONTROL VALVE EMH 0INVERT 0 ELECTRIC MANHOLE I'"` INV _1 BUILDING ! ; n DRYWELL with GRATE INLET �; -0- UTILITY POLE I"` LA LANDSCAPE CONCRETE TO BE REMOVED I LIGHT POLE i.P LP LIGHT POLE - - - - - - i f• MON MONUMENT \ \ IRC ORD ROOF DRAIN CONCRETE and CONCRETE WALK i ( ( Q DRYWELL with SOLID COVER O C';,p, OHW OVERHEAD WIRE P P POST RD ROOF DRAIN SIGN <� ENT ® OHD BUILDING ENTRANCE and OVERHEAD DOOR �� RIM RIM ELEVATION �11 \ DRYWELL with BURIED CONCRETE COVER I' @ IPF IRON PIPE S i SANITARY!SEWER / O BOLLARD PROTECTION - ® MON CONCRETE MONUMENT f:" H SMH SANITARY I SEWER MANHOLE .. CIRF ; @O CAPPED IRON ROD SPK SPRINKLER HEAD Fence and Property Features I �) (Q, 3 DRYWELL with CURB INLET @IRF IRON ROD T TELEPHONE -_....._-.... " --_....... - CHAIN LINK FENCE Ti: TC TOP OF CURB - , @ CIRS CAPPED IRON ROD SET STOCKADE FENCE I` TMH TELEPHONE MANHOLE - FENCE(OTHER) ?` SOIL BORING -' '; TRANS TRANSFORMER _.. ..... _...__ , _. -T_-_ RETAINING WALL Sanitary Sewer Facilities " _ 7P TSB TRAFFIC SIGNAL BOX a O TMH TELEPHONE MANHOLE TREE LINE I X I-r,I'._I LP A-1 RIM 135.43 SANITARY SEWER STRUCTURE LABEL TS' TSP TRAFFIC SIGNAL POLE w� - --- ---- EDGE of WATER LINE I HIGH WATER ;: ° ;! INV 130.43(N) t' E] TP TELEPHONE PEDESTAL T' TW TOP OF WALL I "• ❑ TRANS TRANSFORMER r CO - li: UD UNDERDRAINAGE C t CLEAN OUT a, Q TSP TRAFFIC SIGNAL POLE W WATER I =; ❑TSB TRAFFIC SIGNAL BOX lr> WATER VALVE ' I ® (6) SANITARY SEWER MANHOLE jL 5X EBX ELECTRIC BOX VIF VERIFY IN FIELD O ICV IRRIGATION CONTROL VALVE 6 'a ® LEACHING POOL w COVER TO GRADE 5 O SPK SPRINKER HEAD 4 REVISED PER TOWN COMMENTS 01/28/2022 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 IREV.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 .3 TC/LT 08/23/16 GREASE TRAP with COVERS TO GRADE Approved By Scale BG AS SHOWN Gient THE ENCLAVES ` (�/ALEACHING POOL with BURIED CONC.COVER 56655 ROUTE 25 SOUTHOLD, NY Project: x, `I SEPTIC TANK with BURIED CONC.COVER SITE PLAN REC-EIV FEB 0 3 2022 Project Address: SOUL old Town — 56655 ROUTE 25 Planning Board SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number. Contract Number: 1000-63-3-15 Regulatory Reference Number: Title of Drawing: SITE PLAN LEGEND W Drawing Number: r 0 IE 0 a a U • W m m E Sheet of s � V 2 16 3 PWGC Project Number: W w Unauthorized alteration retion or documents AVG 1601 to this drawing and related 7209 Ms is a violation of Section 7209 LL c of the New York State Education Law 0 o d d W -- lY Q C, ora TOWN HARBOR C C6 - - - LANE -� - � _ ' O 0 > oo 0 z LAND NOW OR FORMERLY OF , LAND NOW OR FORMERLY OF o N N VALERIE M.SCOPAZ PROPOSED PERVIOUS 70 LAND NOW OR FORMERLY OF REMOVE LSGAORAGE 1000-63-03-16 RESTAURANT PARKING ROPOSED6.5' ANTHONY FORGIONE z r �- WOOD POSTS (GRASS PAVERS) HIGHSTOCKADE VINCENT DOLOMITE&ILEANA DOLOMITE EXISTING 0 z U VATH NETTING FENCE FENCE OSED6.5'HIGH LINEOFEASTING EXISTINGISTORYFRAME Strategic Environmental and Engineering Solutions S.C.T.M. N0. 1000-63-03-17.3 ROPOSED 6.5'HIGH U) KADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED AND zgo OODEN STOCKADE FENCE REMOVE S.C.T.M. N0. 1000-63-03-17.4 IGHROPOSEDSTOCKADE 6,5' m F=- REMOVED INCORPORATED INTO MAIN EO(SEE SIGN W/ACOUSTIC BARRIER EXISTING HIGH STOCKADE REMOVE m Z ING 1 EXISTING FENCE FENCE Q STRUCTURE SCHEDULE _ FENCE " - Y ---�- S07°44'40"E - -._.. _.._ ® .SO7°38'10"E 622.78' m AIN 310.00' _ ) - THIS SHEET _ ® • ...._....... ...... ... - �.--.�.��.-�-�. SIGN 7s s s W cYi s- s _ s s- s /; EXISTING WELL �I 630 Johnson Avenue. . Suite s Q well TO BE a - s n s NEW PROPOSEDBE ._,..-._._ 203- - - ,o O_ --- s- s = s a s s \ I ao �4�RELOCATEDAS I Bohemia . NY . 11716-26187 _ DRn ::':Y ai s- s - s .0 p s IRRIGATION WELL CV 0 0 ff 5 o a- a - a- a- a �o O s r a Phone: (631) 589-6353 . Fax: (631) 589-8705 1 ' _ 4 PROP t s ¢ -- *�` I I Q F-PERVIOUS - a- a m� IIIrE:ISTG. �o � E-mail: INFO@PWGROSSER.COM p s 5 _ J w OVER s \s \s �� EXISTING TO BE _... M Z O 0 PARKING m �-tel 0 REMOVED _ a; ¢ CONSULTANTS j._.. .\ w Q m�__ - - Z cb O / s\. s - _ - s_ - _ _ s s O STRUCTURE TO REMAIN SIGN 70 EXISTING TO 2 STORY e s • PROPOSED RESTAURANT I cb -AREAs-- - s s s O s FF:27.5 O \X f / ARB GE - r Z FUTURE 1-STORY 1T-2" 75 O PROPOSED HOTEL s O 0 s s I I PR POSED x a EVENT SPACE s a FF EL.32.0 o FRONTYARD FF.EL.32.0 ----�� SETBACK r ¢ EXISTING NG STRUCTURE UJ LU x 50 U R7-8(SEE SIGN TYP. s'-0" /^\ ETBA w Z Z SCHEDULE N .-slate 4O THIS SHEET) 9 b, p WALKWAY o A� X , v -- OLJ O ROPOSEDPER US o TGN 25' s s R7-1(SEE SIGN TRUCK RESTAURANT PA KING m E...a: ar,::o •:::a::,a:.,'I '' _; -_---� SCHEDULE CsR6",r;`#TAt3E°I.i':'"'iK'"`/•� .''?an', LOADING slate'[ EXISTING TO BE (GRASS PAVERS) 75' 50 / I BERTH AREA H O O n I X s REMOVED v s 1" ROPOSED6.5'HIGH LAWN/SCULPTURE �' _ s 21 T WOODEN STOCKADE FENCE 3ARDEN THIS SHEET) Z �R D SE a O W/ACOUSTIC BARRIER O 11 b 6 REO'D I. U) U OSED R X m U FRONT Y c P TY SETBACK S j W O GRADE EL.30.5' O O 15'-0" > W R5-1 (SEE SIGN NEW PROPOSED DRIVEWAY 24'-0') HOT COTTAGEI ; ❑ SCHEDULE b AND PARKING `� z o 0 25 PARKING TUB O CHESS BOARD O LL AREA s w ws" ll s - ri THIS SHEET) z LL 25 5 20'A POOL CABANAS TW:30.5 TW:30.5 y d o-.-a-o o - w REQDYARD 16 I' i "" O BW:2725 BW:27.25 : ten . DEARATIVE SHED ND4°45'20"W - -- --o-o r SETS \a POND 178.00' R1-1(SEE SIGN `HOT COTTAGE R3-1 (SEE SIGN SCHEDULE a TUB PROPOSED 2.5'H ',. PROPOSED 6.5'HIGH a a P RETAINING WALL 1 SCHEDULE THIS SHEET) w GRADE EL 27.6 +EL;�7 FF EL.320' 16�-0" THIS SHEE WOODEN N J TM 25 STOCKADE FENCE w a HOT i 16'-0" R1-5(SEE SIGN z a p z I - - TUB -_ b SCHEDULE z aN - - Cn R7-8&R7-8b SEE SIGN THIS SHEET) a COTTAGE 3 1m6� > > ::: y( TUB POOLAREA �� O 223.1" NYR3-14(SEE SIGN THIS S SHEET o SI N 24SCHEDULE -5 o s s Ii PROPOSED FRONT ZNp. a O PLA CORTS ;" YARD SETBACK o o SCHEDULE ) ; W THIS SHEET) } O p w I GRADE EL.27.5' t7 TRUCK R6-5P R N w 3 TY Z PHOT -_-_� SEE SIGN o o c L9 \rb TUB LOADING ( _; °o ao v j BERTH AREA SCHEDULE IY � O G - a \ I a 00 _ "" -'_-` LIGHTED THIS SHEET) ° PROPOSED Z �, LAND NOW OR FORMERLY OF HOT COTTAGE 4 BW:27.20 BW:27.25 -"" = ENCLAVES SIGN ip o �- TUB TW.30.5 RAMP- NV:30.5 RAMP Q -� - Y_ PARKING s SEE ARCHITECTURAL EUGEN TOMASIC&MIRELLA TOMASIC w- _. w C PROPERTY LIRR �' ' AREA __= =:.:T PLANS) to _. S.C.T.M. NO. 1000-63-03-14 LINE Z ' WALKWAY P ,. u LOCUST LANE 153 15 �� --- SIGN - SIGN R4-7A SEES R6 5P SEE pRppOSEDR�RVARD 2: JTO ; + SCHEDULE SCHEDULE r 1 � �• THIS SHEET) THIS SHEET) a a , a I II ' I TYP. - ARBAGE" - ----AREA C -- tt11 ti � PROPOSED PARKING AREA b 1 o SIGN M s' 1 LAND NOW OR FORMERLY OF a< A NEW PROPOSED NEWAY 30 TYP. L _,y. JANET L. RYAN of S.C.T.M. NO. 1000-63-03-13 1 oY ' w m 1 0 E, O Moo Cn 00 W e l rro fO-0-O-6 O-O-:-0--G---4--0-O- O--v--O-----__-�__.Q-Q_ - CEJ 11\b -0-C-G-fl---a _ a b -�.--_�. -n--�,- ---o---n-o--n--o-�-o N05°30'50"W boy-�--v- 1 616.57 b PROPOSED 6.5'HIGH WOODEN TRUCK N STOCKADE FENCE LOADING R4-8A(SEE SIGN R4-7A(SEE SIGN 7 1 N LAND NOW OR FORMERLY OF R7-8(SEE SIGN R7-1&R7-8b b BERTH AREA SCHEDULE SCHEDULE 1 CHARLES W.WITZKE SCHEDULE (SEE SIGN R4-8A(SEE SIGN b `f' S.C.T.M. NO. 1000-63-03-28.1 THIS SHEET) SCHEDULE SCHEDULE THIS SHEET) THIS SHEET) 5 REVISED PER TOWN COMMENTS 01/28/2022 1b � LAND NOW OR FORMERLY OF 5 ADDRESSED FEIS COMMENTS 05/11/2021 (TYP.FOR 4) THIS SHEET) THIS SHEET) PILLES REALTY HOLDING LLC 4 REVISED PER CLIENT'S REQUEST 02/18/2021 (TYP.FOR 2) S.C.T.M. NO. 1000-63-03-12 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 4-0 fl o SCHEDULE (SEE SIGN PROPOSED SITE PLAN 2 ADDRESSED DEIS COMMENTS 07/17/2019 N05°30'50"W SCHEDULE 51.34' THIS SHEET) 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 SCALE: 1" = 40' Number Revision Description Revision Date Designed By Date Submitted 40 80 TC 01/20/17 ®-- Drawn By Date Created TC\LT 08/23/16 SCALE: 1" = 40' Approved By Scale BG AS SHOWN Client THE ENCLAVES 56655 ROUTE 25 Q�. OUTHOL NY Project Existing Proposed Notes _. RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED Political and Property Boundaries 74 SEATS 13 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.) SYMBOL CONVENTIONAL SYMBOL CONVENTIONAL -- - - DESIGNATION PLAQUES SECTION NO. ROAD DESIGNATION PLAQUES SECTION NO. RECEIVED PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE /. ROAD FEB 0 3 2022 HANDICAPPED ACCESSIBLE PARKING TOTAL RESTAURANT PROVIDED:27 PAVED SPACES(2 ADA INC.)AND 11 GRASS PAVED SPACES:38 TOTAL � � WITH VAN-ACCESSIBLE PARKING PAIi°Nc -._ j R7-1 NO PARKING - 12"x18" R5.1 1:1 DO NOT ENTER - 30"x30" Southold Town Project Address: Planning Board HOTEL PARKING SPACES REQUIRED SPACES PROVIDED 566 11 UNIT-44 UNITS 44 SPACES(2 ADA) 91 SPACES(4 ADA INC.) aesrRUE 55 ROUTE 25 OR PARKING 96"MINH96'MIN 96'MIN R7-8 ® ADA PARKING - 12"x18" SOUTHOLD 11EMPLOYYEE(12)+1/LNIT(44) 56 SPACES(2 ADA,INC.) 91 SPACES(4 ADA) NYR3-14 TRAPPIc ALL TRAFFIC - 24"x30' SUFFOLK COUNTY, NEW YORK PROVIDING 4 GRASS PAVED OVER FLOW PARKING ON SITE R7-8b ACCESSIBLE VAN ACCESSIBLE 18"x9" County Tax Map Number, Contract Number: TOTAL HOTEL PARKING PROVIDED:91 PAVED SPACES(4 ADA INC.),4 GRASS OVERFLOW SPACES:95 TOTAL � / El 1000-63-3-15 ALTERNATIVE HANDICAPPED ACCESSIBLE PARKING R6-5P ROUND ABOUT - 30"x30" Regulatory Reference Number. WITH VAN-ACCESSIBLE PARKING PAINTED DIRECTIONAL Title of Drawing: TOTAL SITE REQUIRED:38 RESTAURANT+56 HOTEL= 94 PARKING SPACES ARROW - TOTAL SITE PROVIDED:38 RESTAURANT+95 HOTEL=133 TOTAL PARKING SPACES �" / `''" COLOR-WHITE ENTER ` EO ONLY ENTER ONLY 18"X18" "PROVIDED OVERFLOW:35 HOTEL PAVED+4 GRASS PAVED=39 OVERFLOW 32"MIN<60"MIN.196'MIN. I I STOP STOP 2B.05 30"x30 PROPOSED SITE VAN R1-1 " I � u�/• � / ' 1 ' 1 � 1 KEEP 3 IRa� R4-7A -► KEEP RIGHT 24'x30" - RIGHT TRAFFIC CONTROL A R3-1 NO RIGHT TURN - 24"x24" N STANDARD PARKING SPACES r �E AND PARKING PLAN ACCESSIBLE SITES AVD EXTERIOR FACILITIES REQUIRED ADA PARKING R4-8A 4- KEEP RIGHT 24"x30" TOTAL PARKING MINIVIUM NUMBER IN LOT OF ACCESSIBLE SPACES 1 TO 25 I Drawing Number: a 26 TO 50 2 o 0 51 TO 75 3 W 76 TO 100 1 11 GRASS PAVED PARKING SPACES o 101 TO 150 ® a= 151 TO 200 n W 201 TO 300 1 HOTEL s N Sheet of RESTAURANT 1 c 9 N 91 ON SITE PAVED PARKING STALL PROVIDED 27 ON SITE PAVED PARKING STALL PROVIDED U 3 STALLS ADA CDMPLIANT PARKING STALLS 1 STALLS ADA COMPLIANT PARKING STALLS PWGC Project Number: 1 ADA VAN ACCESSIBLE PARKING STALL 1 ADA VAN ACCESSIBLE PARKING STALL Ld Unauthorized alteration or addition othis drawing and related documents AVG 1 601 .� Is a violation of Section 7209 o of the New York State Education Law 0 o a a to o - -i I"I I I I I ■ LL: LAWN SCULPTURE �Ot ROPOSED 6.5'HIGH I GARDEN WOODEN STOCKADE FENCE + oo� W/ACOUSTIC BARRIER Strategic Environmental and Engineering Solutions {1"�� , GRADE EL.30.5' n 'ROPOSE I \-HOT COTTAGE W ■ ■ 5ARKING TUB rErx-LN 1 ® , ® • AREAi� ��� a� s s CHESSBOARD _.- OUTSIDE SWEPT PATH POOL CABANAS :i °- PATH OF FRONT WHEEL TW:30.5_ TW:30.5 - 630 Johnson Avenue. . Suite 7 16 ScMA� BW:27.25 BW:27.25 -- - 7 a DECORATIVE p �' sHl 90' > - j F"_a..F'�.. POND - • • Bohemia NY 11716-2618 G)TTAGE 2 INSIDE SWEPT PATH Phone: (631) 589-6353 • Fax: (631) 589-8705 a �TUOg PROPOSED 2.5'H E-mail: INFO@PWGROSSER.COM „�....... . RETA 41NG WALL GRADE EL.27.5' +FL: 7.25 FF EL.32,0'HOT rr Z I TUB CONSULTANTS o oy HOT CDTTAGE3 (t1Z`i I TUB N POOL AREA o s 30.00 97 c ^- PLAY CO RTS i GRADE EL.27.5 --- rn 0 I - 2a pT, Z _ i HOT 0CD \ �; TUB ¢ o 4.0 Oft 38.0ft 7 a a 2� COTTAGE 4 :i'r#ri:rii.i.hr OD • HOT BW:27.20 BW:27.25 ; s TUB TW:30.5 RAMP- TW:30.5 RAMP «:.«r.::r..::.r. F• W co Z STEERING LOCK ANGLE=31.8 deg. -. - _ ....................... .............. O ACHIEVED STEERING ANGLE: WALKWAY SS Dh.," ';/.z y_j.. r,. 20.0 ft r a _ 4.00 20.00 30 deg.SWEEP ANGLE:19.1 deg. 60 deg SWEEP ANGLE:26.5 deg 20 SU-9M 90 deg.SWEEP ANGLE:29.6 deg, g, b, feet _ 120 deg.SWEEP ANGLE:30'.9 deg. 150 deg.SWEEP ANGLE:31.4 deg. Width 8.00 ' Track 8.006.0 ft� 180 deg.SWEEP ANGLE:31.6 deg. w, Lock to Lock Time 6.0 - cDl Steering o St BOR e WIC PROPOSED PARKING AREA 01 Angle : 31.6 rin _0104 NEW PROPOSED DRIVEWAY o o SU-9M AASHTOM 2011 (US) coco (c)2019Trensoft Solutlons,Inc.All tins reserved. N05°30'50"W 616.57' PROPOSED 6.5'HIGH 0 WOODEN c/ STOCKADE FENCE IAND NOW OR FORMERLY OF CHARLES W.WITZKE S.C.T.M. NO. 1000-63-03-28.1 PROPOSED TRAFFIC CIRCULATION PLAN PROPOSED BOX TRUCK DETAILS BOX TRUCK SCALE: 1" = 20' - SCALE: 1" = 40' 0 40 80 0 20 40 SC : 1" = 40' SCALE: 1" = 20' s c «pa rano a..�la ' - L ------------ - - - xr( LAWN/SCULPTURE rri. I U..-PROPOSED 6.5'HIGH GARDEN WOODEN STOCKADE FENCE 7 WI ACOUSTIC BARRIER 5 5 GRADE EL.30.5 4 REVISED PER TOWN COMMENTS 01/2812022 3 ADDRESSED COMMENTS DATED I2/9/19 04/08/2020 \ 2 ADDRESSED DEIS COMMENTS 07/17/2019 'ROPOSEIY `HOT COTTAGEI BARKING TUB .e I CHESSBOARD 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 nm 5 POOL CABANAS- TW 30.5 Number Revision Description Revision Date AREA r i _ _ ' } ll, 16 I, c : DECORATIVE SHI OUTSIDE SWEPT PATH Designed By Date Submitted BW:27.25 BW.2725 POND PATH OF FRONT WHEEL TC Ol/2O/1^J Drawn By Date Created COTTAGE a s TOB PROPOSED2.5'H F'1 � TQLT 08/23/16 RETAUIINGWALL __ __ _ EL: FF EL.32.0' Approved y Scale _-_GRADE EL.27.5' + 7?5 � INSIDE SWEPT PATH A roved B a I HOT BG AS SHOWN z w" "t STUB I ED Client: COTrAGE3 THE ENCLAVES I HOT 5 6655 ROUTE 25 � TUB N POOL AREA a 4 N z 24.50 3 I - PLA RTS I o 29� z2�� SOUTHOLD, NY z GRADE EL,27.6 '` w111 to HOT --- _ .... .. ---------- o I v 4.0 ft Project: r�TUB TUB p rL4.00 15.50 COTTAGE4 BW:27.20 BW:27.25 ic................. w3to HOT - - Z z STEERING LOCK ANGLE=31.1 deg. TW:30.5 RAMP- TW:30.5 RAMP Stretch Limousine 15.5 ft ACHIEVED STEERING ANGLE RECEIVED feet 30 de SWEEP ANGLE:19.0 deg. �---- - --- WALKWAY pro. y,.,-<., :r r SITE PLAN FEBWidth : 6.00 60 deg.SWEEP ANGLE:26.2 deg. L 0 3 2022 I ------ -- Track : 6.00 _ 90 deg.SWEEP ANGLE:29.1 deg. Lock to Lock Steering Angle 31.1 6.0.1 5.0 ft Sout old Town 20 l120 deg.SWEEP ANGLE:30.3 deg. 150 deg.SWEEP ANGLE:30.8 deg. 6.0 ft l 180 deg.SWEEP ANGLE:31.0 deg. Project Planning Board i `� �.::::.::-.: ....=::1 "� 56655 ROUTE 25 UJI l PROPOSED PARKING AREA o e S O UTH O LD 91 Stretch Limousin NEW PROPOSED DRIVEWAY ARCHITECTURAL SUFFOLK COUNTY, NEW YORK I ::. County Tax Map Number. Contract Number. cO (c)2019Irmnsoft Solutions,Inc.AN rights reserved. 1000-63-3-15 Regulatory Reference Number: Tide of Drawing: co --0-p-p-----0--°�-°--n--°-°--°�--o-p to N05"30'50°W 616.57' PROPOSED 6.5'HIGH PROPOSED SITE WOODEN STOCKADE FENCE LAND NOW OR FORMERLY OF CIRCULATION CHARLES W.WITZKE S.C.T.M. N0. 1000-63-03-28.1 in PROPOSED TRAFFIC CIRCULATION PLAN PROPOSED_ STRETCH LIMOUSINE PLAN AND DETAILS USINE STRETCH LIMOUSINE DETAILS SCALE: 1" = 40' SCALE: 1" - 20' Drawing Number. o ® 40 80 0 20 40 W SCALE: 1" = 40' ® W SCALE: 1" = 20' �m Sheet of 4 N 4 16 3 = PWGC Project Number: Unauthorized a retion a n AVG 1601 to this drawing andd related documeocurmnts w is a violation of Section 7209 o of the New York State Education Law o J a a LJ. Q N M C — _ TOWN HARBOR LU M — — — — LANE LUCO «s = o o � > � o 0 o LAND NOW OR FORMERLY OF o U) = z VALERIE M.SCOPAZ LAND NOW OR FORMERLY OF , = N PROPOSED PERVIOUS ANTHONY FORGIONE LAND NOW OR FORMERLY OF REMOVE O N S.C.T.M. NO. 1000-63-03-16 RESTAURANT PARKING ROPOSED6.5' Z >- 1- WOOD POSTS (GRASS PAVERS) HIGH STOCKADE S.C.T.M. NO. 1000-63-03-17.3 PROPOSED6.5'HIGH VINCENT DOLOMITE&ILANA DOLOMITE EXISTING z Z U vvITHNETTING PROPOSED LINE OF EXISTING FENCE FENCE Z EXISTING 1 STORY FRAME + $ _ STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED AND OODEN STOCKADE FENCE REMOVE S.C.T.M. NO. 1000-63-03-17.4 ROPOSED 6.5' c F REMOVED INCORPORATED INTO MAIN W/ACOUSTIC BARRIER w Strategic Environmental and Engineering Solutions REMOVE EXISTING HIGH STOCKADE STRUCTURE o m Z RELOCATE EXISTING 1 9 9" 9 EXISTING FENCE FENCE x Q STORY FRAME FENCE o _ _..,__...___— r S07°44'40"E S07°38'10"E - �` -'- —SIGN . s -- s EXISTING WELL W i 9 s-- a — s s NEW PROPOSED / rl well TO BE p r - / RELOCATED ASFF y-- s s'--- s s_ s-- s— s \s \ a DRI\",,,%Y I� IRRIGATION WELL Q N 630 Johnson Avenue. . Suite 7 o 4 PROP a-- 6— 6-- a— a-- 6- `., I ( ¢ w Bohemia . NY . 11716-2618 1 _ OPERVIOUs a I I Phone: 631 589-6353 . Fax: 631 589-8705 _._ �1---- - - O O O ` PARKING 5 — m m\ REMOVEDOVER TO BE ,� C Q61 E-mail: INFO@PWGROSSER.COM O �.... 4 -........._.... - O ` f ' - — O EXISTING TO 2 STORY - — y_ _ y y_ O STRUCTURE TO REMAIN Z CONSULTANTS � SIGN P D RESTAURANT O J ARB GE s - - FF:275SE FUTJRE 1-STORY _- — s I y PROPOSED HOTEL EVENT SPACE s --i a FF EL.32.0 --- $ � FF.EL.32.0' �, PROPOSED ADDITION TO 1 r �;_ EXISTING STRUCTURE z z >< 50 . O ./slate ww w g P Q WALKWAY o J a K O O !'- / ROPOSED PERVIOUS RESTAURANT PARKING y 25' J i- <-:..^•..a -e,,.,-a , Y SIGN s " _- CPA rf'P",+%}`{{A' :yr6's' slates EXISTING TO BE ( SS PAVE ) 8 3 S LAWN SCULPTURE s REMOVED v O O "-y`^""�"r GRA RS 71 z 75' 50' K s�s \-4_ I ROPOSED6.5'HIGH GARDEN m m s n WOODEN STOCKADE FENCE K .. y -' W/ACOUSTIC BARRIER =F tt W Q X GRADE EL.30.5' I_ V� UJ NEW PROPOSED DRIVEWAY W Ir o' AND PARK w z PROPOSEIr HOT COTTAGE 1 I. PARKING z U z PARKING TUB ( CHESS BOARD 25 ISI k I '�J U AREA s s LL w U � POOL CABANAS Q w TW:30.5 TW:30.5 2 BW:27.25 BW:27.25 ` DECORATIVE N04°45'20"W - Sc 3 •": E POND ," h SHED 175.00' - -- ---- _ r 3 COTTAGE HOT 0 s e TUB PROPOSED 2.5'H ? PROPOSED 6.5'HIGH RETAINING WALL GRADE EL 27.5' + WOODEN El: 725 FF EL.32.0'' STOCKADE FENCE w HOT J a +-" TUB ; U LL C6 LL __ _F_ _ c77cc a 4 ,-� c I HOT COTTAGE 3_ RfDUEr IE5t7 ¢ Q N - w TUB POOL AREA SI t 0 "' it m PLA COURTS o o > aI YHOT " GRADE EL.27.5' Li --- I o o Z I TUB I o 0 v m it O G COTTAGE 4 BW:27.20 BW:27.25 _ - HOT w � co �, LAND NOW OR FORMERLY OF PROPOSED 6 u TUB TW:30.5 RAMP— TW:30.5 RAMP = -" Z Z EUGEN TOMASIC&MIRELLA TOMASIC N PARKING =_ - LIRR N PROPERTY AREA to _ _ "' S.C.T.M. NO. 1000-63-03-14 LOCUST LANE LINE Z 1 tt O - _ WALKWAY •. . . ,>. u G► � P. G` - o � . UT ARBAGE / cb AREA ,... ,-',_, ,. - '. W --- -_—__---- -.... 19 W PROPOSED PARKING AREACD - NOW OR LY OF SIGN a 01 NEW PROPOSED DRIVEWAY LAND YAN S.C.T.M. NO.R1000-63-03-13 y ' x I L0 00 _ CO ---a—o--n ---o--;r--o--c— o-�,—a---o--o--a--c--n—n--o—v—a—o _ 1 616.57' � PROPOSED 6.5'HIGH 1 WOODEN 1 b N STOCKADE FENCE LAND NOW OR FORMERLY OF +� 1 CHARLES W.WITZKE 1 N F 7 ILLES R ALLTY HO DND NOW OR ING LLRLY OC 6 REVISED PER TOWN COMMENTS 01/28/2022 b S.C.T.M. N0. 1000-63-03-28.1 PROPOSED SITE PLAN _ S.C.T.M. N0. 1000-63-03-12 5 ADDRESSED FEIS COMMENTS 05/11/2021 1 - -��--Q--�� SCALE: 1" = 40' 4 REVISED PER CLIENT'S REQUEST 02/18/2021 1 N05°30'50"W 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 ESSED DEIS COMMENTS 107/17/2019 51.34' 0 40 $0 1 REV.T O 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date SCALE: 1" = 40' Designed By Date Submitted TC 01/20/17 Drawn By Date Created TQLT 08/23/16 Approved By Scale BG ASSHOWN 11d I / � � AN 91i tAd Client. HE ENCLAVES_:_ .:�W._- 56655 ROUTE 25 Existing Proposed Notes SOUTHOLD, NY RESTAURANT PARKING SPACESREQUIRED SPACES PROVIDED Political and Property Boundaries Project: 74 SEATS/3 24.6 SPACES(1ADA 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 DN SITE SITE PLAN �/E 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 FEB 0 3 2022 _ 76 TO 100 4 HOTEL PARKING SPACESREQUIRED SPACES PROVIDED _ 101 TO 150 5 So hold Town 1/UNIT-44 UNITS 44 SPACES(2 ADA) 36 SPACES(4 ADA INC.) -� 96 MIN 96"MIN 151 TO 200 6 Project Address: Planning Board OR --196"MIN 201 TO 300 7 56655 ROUTE 25 VEMPLOYEE(12)+1/UNIT(44) 56 SPACES(2 ADA,INC.) 36 SPACES(4 ADA) SOUTHOLD PROVIDING 4 GRASS PAVED OVER FLOW PARKING DN SITE 4 GRASS PAVED OVERFLOW HOTELON SITE PAVED PARKING STALL PROVIDED RESTAURANT OE PAVED PARKING STALL PROVIDED SUFFOLK COUNTY, NEW YORK ALTERNATIVE HANDICAPPED ACCESSIBLE PARKING PROVIDING 69 VALET PARKING SPACES 69 VALET PARKING 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. 96"MIN.( Title of Drawing: 69 VALET SPACES:109TOTAL VAN HOTEL EVENT PARKING REQUIRED:100 GUESTS 10 HOTEL ROOMS x EVENT GUESTS DROPPED BY FOR ALTERNATIVE 15%OF EVENT GUESTS DROPPED BY FOR HIRE VEHICLES=15 GUESTS '? TOTAL NUMBER E TS GUESTS NEEDING PARKING=65 GUESTS 3 20' STANDARD PARKING SPACES PROPOSED VALET 65 GUESTS 13 GUESTS I ER VEHICLE=21.67=22 PARKING STALLS O 10 EVENT STAFF AT 1 VEHICLE PER STAFF=10 EVENT STAFF PARKING STALLS N TOTAL EVENT PARKING REQUIRED=32 STALLS 19'MIN. PARKING PLAN ^ EVENT PARKING TOTAL HOTEL PARKING 109 PARKING STALLS Drawing 18' VALET PARKING SPACES g Number: o SET PARKING(NON-EVENT)=36 PARKING STALLS(INCLUSIVE OF 4 ADA PARKING STALLS) w HOTEL EMPLOYEE PARKING=12 PARKING STALLS °x ® 02 Wz EVENT PARKING=32 PARKING STALLS 8 MIN. u' ADDITIONAL PARKING -29 PARKING STALLS Sheet of so 11 GRASS PAVED PARKING SPACES JI' 16 a ro PWGC Project Number: W Ill Uns drawing a d related documents AVG 1601 zz, to this drawing and related documents Is a violation of Section 7209 LL o Of the New York State Education Law S 2i J a a w Q C4 LL-O 10 a � - TOWN HARBOR �'' J � - - - LANE � 06 = o � 1 O U > � -� W 0 0 o LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF � ? N VALERIE M.SCOPAZ PROPOSED PERVIOUS ANTHONY FORGIONE LAND NOW OR FORMERLY OF REMOVE oz N � S.C.T.M. NO. 1000-63-03-16 RESTAURANT PARKING HGOPSTED6.5' EXISTING >_ F'- WOOD POSTS (GRASS PAVERS) VINCENT DOLOMITE&ILEANA DOLOMITE FENCE 0 Z U WITH NETTING PROPOSED6.5'HIGH LINE OF EXISTING EXISTINGISTORYFRAME FON BE S.C.T.M. NO. 1000-63-03-17.3 PROPOSED 6.5'HIGH cn STOCKADE FENCE LINEDRIOFAYTO BE u,. CODER STOCKADE FENCE REMOVE S•C.T.M. NO. 1000-63-03-17.4 ROPOSED 6.5' g O SHED TO BE RENOVATED AND ., y r _41!__�___ W/ACOUSTIC BARRIER EXISTING HIGH STOCKADE ° ~ - _........... REMOVED INCORPORATED INTO MAIN Py REMOVE FENCE FENCE D Z RELOCATE EXISTING 1 STRUCTURE L`'B°'10 d EXISTING 27 r Q Drtb] STORY FRAME wM s" Strategic Environmental and Engineering Solutions FENCE in Y . - . PoMxo.. , GARAGE TO REMAIN 26 DEPTH17 32 a a 23 0 -- _ - - - _ \ UEPTN 3P S07 3810E W o _ - - - _-. _. .� ______ .._,_...._.._...._-. --- _.. I. ) SIGN -__ ---� -�-�'- 11 s s s ...... ..........._._ .._.--- . o Y _ s--- s s- - -- � / EXISTING WELL wui ® , _ .. -a s- s -<� sF - s- s NEW PROPOSED I ' well TOBE p� fq--- �'0_�-- s_ a s - e I-- e s - a DRIVEWAY i \ -v C _. - s- s- f / I I L RELOCATED AS IRRIGATION WELL � % 31LO DPLs-I go��29 a-- a- 8- a- $-- �m A.7__ °�� ZE s \ �2s o �" 630 Johnson Avenue. . Suite 7 `p',& s O s- -- oDo -� wMze-o'�' 2'-8` "°` 4 30fZUFEGTrve* F-� 0 Ir EFFECTNEDEPTH -O l PROP RI.N5 a R _ / �� \ i `�� I II E IsrG Q LU Bohemia . NY . 11716-2618 ° OPERVIDUS o /Rl RDH" p� 1 1 Phone 9 8705 1 I m RDNFa 1T EFFECTIVE DEPDi 6`\ ...I \ __ o L : ovER ` - --- Po- PoM255 .._.._._.._.... _ �... _-- -- o : (631 589-6353 . Fax: 631) 58 - PARKING ., e -- rE Ec NEDEP H z EFFEc NEDEPn s s EXISTING TO BE _-- _--- Z f- o \_ - wa y1 . - _ , - - REMOVED 2 Q � E-mail: INFO@PWGROSSER.COM CS Ir EFFECTIVE DEPTH 'tj f S \ 2 >- Cb w<i \° -_ \� ____� O EXISTING T02STORY 2 i I Q• t i I r' a_ _ - _ s- e- - 11 I Z _� -""" 5 4 f / s • s s- O PROPOSED RESTAURANT I SIGN CONSULTANTS �' SLI.. rr! clo �X \ / I 26.5 \ ARSB GE O t C� r, � � . . -- 28 '- s -� s - s s-- s s s-� s FF:27.5 s,r s-1 , r Z , - FUTURE 1 STORY Lu 27 '� wM 7 7T•2" 75 O Y J s O O s I I D E�FFHEC-- PR POSED ` POSED HOT -I 26 3 1 x1. EVENTELS32.0'E r RONTYAR a s s-e� PROPOSED FF EL.32.0'� / co ---- P 1 ID iw I...................... ---- / PROPOSEDA ETBACK D 21 3 T a : . . 0 22'-0" 9' �n°p".11-0D -.. FF9 X 50 �C 29 �p TYP. * ^ EXISTING STR 26 r W W q a I 9-0" ' /slate QZ QZ g, „",• O 18-0" O ,o - / WALKWAY J J x s O ^•.- . ." 3 3�� 3 PERVI US o 25' ¢ ROPOSE s '',' 3- / R� TY KING v m ` _ .. -_ _ 3 3- - :r.n,w:�s:.:•.'x, r1 rc; C u n t b A D+PM1i Slat ^.�••'.� a d Z Z S \ -_------ - "- -- RE 3- 3 4s.,P,A E,;,'A..,p'i Y 3 EXISTING TO BE GRASS P RS) Z I 3 SIGN r 50' X s-mss 1" ROPOSED6.5'HIGH DtrsP - _Q LAWN 3M 3_ 3 3 wEFFE = 75 21' WIMMING POOL p (I Dl Lsa 3 3 L _ m W S_- SET I � � °t'PCXYDENSTOCKADEf CE 17EFFE DRAINAGE \ wMxs.a "�� rEFFECTNEDEPrN REMOVED s . O O 1 R D q 1rEFFELTNEDEPIH - 27,'/ �1 .Cp irEFFECTNEDEPM �, wM355 O 6 ",_ � U 1 P OSEDR� x 0- " TIC BARRIER TM `, ' .. oz�EFFECTNE i i 4 Ni Y c '', `/`/ 1/ 1rEFFECINEDEPTH `•" �' R SETOBACK a \ / \\ /\ '-_-- _,q �FA ....,....... _1It ft 75'-0" W . .",,,.„..,..,.._. DITRA GRADE EL.30.5' O ) -._ \ b ---1-- C k?,ft, Li r '� - w Ir 6'EECTNE DEPTH Y, ( DLPR41 ` "I �I**�" -\ RIM 259 {`',, NEWPROPO-BEtd�tYUEWAY y 4 L P. _� W of n \ 12 EFFECTIVE DEPTH 1T EFFECTNEDEPIH \ \ L] b, AND PARKING R"�" W z 25 Fp\ N TEFFEC NEDEPM Z 0 tZ 24'-0" COTTAGE 1 _ _ HOT _ 1. J v C, PARKING a `�` s TUB 0 ) / � b' \1 CHESS BOARD Fp �W� LL i v \ W 3 F71 AREA w, V }} 11 ID PoYaM '„S ,� .�-FP F P M M - 11 2aA" . wM ss - POOL CABANAS FL R DRAI \ F -mss - - _ ��M - r� _ 25A" Q 1rEFFECNEDEPH � TW:30.5 TW:30.5 GRATEELEV: � - REQD ARD 16 I -------,T- ( , BW:21,25- BW:27.25 DECORAfNE SHED ...N04°45'20"W �a-� 178.00' M -) r E FLOOR DRAIN �..- .s:i. _ POND \ P Fa M C6PLI ob \ 3 SESB 32 3 `HOT COTTAGE2 GRATE ELEV:27.2 26.5 ` `w `d� \ RIM158 0 q PROPOSED 2.5'H `s s TUB FRETAINING WALL ` - DLPLss PROPOSED 6.5'HIGH � GRADE EL.27.5' +FC. PF EL.320 w ea; 26 RIM258 WOODEN "--•• -»�+-+-,-.. 725 16'-0" IrsFECTNEDEPTH - STOCKADEFENCE w M HOT 3 u i6'-00ELI (0 'a o C ' 0( \ - `- - TUB I -- \. _ .._ _.. , - U n- Y R. ILL t 9 p, RDH MT _TM_T__ PDND DPP1N O i t S 0 LL j q,0 w I f HOT COTTAGE i RIMDIIs 5 """� � _RN.4 = Ei ¢ a 9 I' POOLAREA " 223' " 17ffFECTIVEDEPTH 1T EFFECTIVE DEPTH - In 1 TUB tP W SIG �' I1lI 24 o s s � �Iv E PROPOS D FRONT '�'' O _1 (� i 70 I •...". w »..• RD � l m PLA:CO RTS YARDS BACK o o 0 } 1 1 / 0 0 Z P l , +wa,re-w+w 1 l`J DtFR:S, ` I GRADE EL.27.5' _ _ O ) ` r" W I �P. �- DEPTEcNE FLOOR DRAIN HOT _ - - - -- W W o f -- i /- / I GRATE ELEV:27.2 TUB \ \O 1 Lq cb i 1. a m 0 F FLOOR DRAIN r::ia.;x.�'.a`.-:::.:::::..::.... IDH F1 DLPIs" o •� I -RD / GRATE E1 EV:27.2 :.:rrr -. P FM ss a a �' p0 G \\ COTTAGE4 I O t..:"".%::.':::::._::::::."::'.=:'+E:•::.'".:.. RIM 183 w ��\ / g• HOT BIN:' BW:27.25 BFEC NEDEP H TET,__ W � DLP LAND NOW OR FORMERLY OF o JI PROPOSED 2T" TUB � TW:30.5 RAMP- TW:30.5 RAMP W'0 Dr- ':.:;id .::.:::::::::::.::::::::..::- � z LIRR N PARKING --- . ,- - _ .. > zEFFECTNE DEPTH _ � 1rEFFEUI.DEYM ::''.-:,7:::.!. :',',',',':,':,.,:,...,.:..:._-.•'. 28 1,2fi5 EUGEN TOMASIC&MIRELLA TOMASIC PROPERTY i '/ AREA t0 s LU S.C.T.M. N0. 1000-63-03-14 N o LOC H_ , a WALKWAY UST LA ,. NE LINE Z 1 71 ��� -'-° 10 A .\ LCB P-111 � \ RDFq-1� \ £i. �.:i"'":� ,.,.E\,,.t��.., � � i e 153'- 10 PoM,,1n �- a 1.6 PoM55 U POSEDFtEARVARD 2`- 20 I �,�: - / 1zEFRECTNEDEPTx I .. _ _ ._ +rEFECTNz=DEPTH \ �� # a PRO ^� 30PS i I 61V�0�4" 61 61 r d g. ,, D ANw 1 RIM 18.8 p 1 `, wM F B 1Y EFFECINE DEPTH \ \_i L P3 TYP. \ M'� I •8'EFF�TN DEPTH \ .. .......................a.....................»._.... a AREA, RIM 31.9 I,9'-0", I b IZEFFECTIVEDEPTH ' �' WI 29 Cb .i"t 'V , DLP Rt .. ____ 32 Lo11 W PROPOSED PARKING AREA 31 \ - b "" 1 0 SIGN . RIM 31" 11 17EFFE" EDEP H _ � 0 LAND NOW OR FORMERLY OF N m M \, :a NEW PROPOSED DRIVEWAY 34 ' 30 '� TVP. _ _. _......__- __ -. W 6 JANET L.RYAN 1.r 1, 1000-63-03-13 SCTM N0 .._ i I i%, i80 i LCR- I } Y 27 I PoM 3125 V W G}m .� LL . ' / +r EFFECTNEDEPTH .. ... - LLI O dyN Ln •�/ W DLP B .�. -0--0--6 -O--0a•�-[1==- M V5 co =Da-G- O-CI-Gy--=--O--D---O---G--0-----O-D--G---D-O ` d 1wr EFFECTNEME t` CO 1 - -� _ �--�- - ��--G-°--D- --n-__-G-�.-G-D--0-0--a---G _0-_ 9 I - �.--- -G---G-� -a G o G d /' N05°30'50"W -���_ �-Gn - -D�D -°-��-----CF-----0�-Q- o k 11616.57' . ......._.._ 33 PROPOSED 6.5'HIGH - - --_--- _......I- I _,____. 26 _� z� WOODEN \ \ �_ \33 1d. TN_ STOCKADE FENCE LAND NOW OR FORMERLY OF 29 , CHARLES W.WITZKE 3C ` �, 37 PIECES REALAND NOW OLTY HOOLDENG LLRLY OC 7 L S.C.T.M. , NO. 1000-63-03-28.1 32 6 REVISED PER TOWN COMMENTS 01/28/2022 S.C.T.M. NO. 1000-63-03-12 5 ADDRESSED FEIS COMMENTS 05/11/2021 LG- I PROPOSED GRADING AND DRAINAGE PLAN 0 40 $0 4 REVISED PER CLIENT'S REQUEST 02/18/2021 t N05°30'50"W 51.34' SCALE: 1 n - 40' 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 SCALE: 1" = 40r 2 ADDRESSED DEIS COMMENTS 07/17/2019 . I� 1_____FV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 llwm � tow, Number Reulslon De plron ReNSIon Date scd y. ._ ; ftA t iA) k y� :u �_11 1 ' 9 y Date Submitted TC 01/20/17 �4�_,_ -_...... __ _ Designed Drawn By Date Created -------- - --- -- -- - TQLT 08/23/16 Approved By Scale _TOTAL- - _ROPERTY AREA = 294,20?SF(6.75 ACRES) BG AS SHOWN Client SITE VEGETATED/LANDSCAPE AREA - 130,223 SF DRAINAGE AREA HOTEL ROOF/POND-32,530 SF DRAINAGE AREA POOL&RECREATION AREA-42,325 SF - - - - -- - THE ENCLAVES --- ----------- ---- --- - - -- -----.---- .-DRAINAGE REQUIRED �- . - - = - 56655 ROUTE 25 RA - ; � DRAINAGE E R - G REQUIRED DRAINAGE REQUIRED UIRED Q Q / , / iii / 'l ' ;.- SO 24 6�• �= _ UTHO LD NY 6� M = I PERV IOUS AREA: 1 2149 Fx3"1 " HOT S 12 x 1.00 EL ROOF: - 3 037 25 F Project C r- 26 557 SF'x 2"1 •.1• .1..`�`'.-�• •' / 2"x 1.00 4 - 426.16 CF LAN DSCAPED AREA: 1 21511 F S x 2"/12"x 0.30 6 075. 5 F 5 C ':..� _ ROOF AREA: 3,294 SF x 3"/12"x 1.00 823.5 CF .e COTTAGE ROOF: 2,376 SF'x 2"/12'x 1.00 = 396.00 CF NATURAL AREA: 8 712 SF x 2"l12"x = _ 0.30 435.6 CF . LANDSCAPE - `, M " C E AREA: 88 26 2SFx3"12" POND ARE / x 0.30 0 A: 2 16.15 CF 2 9 7 F' 9 S x 2"l12"x 1 00 49 33 9. CF TOTAL R = r REQUIRED Q 6 511.2 F ;� . .. ='a 1i -- ABA w f , f . z CABANA ROOF: -'1:�:�::�.:-:�:�:�:,� 600 SF'x 2"12" TO L / x 1.00 TA RE U RED 100.00 CF Q I 5 876.9 CF , 26 7 ,. 6 �_. / , RECEIVED TOTAL RI_ ,� X UIRED , . Q 5 4 1 4 ,-6 82 2 .9CF 6 DRAIN AGE PROV 26 557 i' :-:-,�,"`) f . DRAINAGE . . PROVIDED '�N, T. SITE { P L AN r-- sr S9 DRAINAGE i GE LEA HIN r C G POOLS DRAINAGE LE F , r r . xx„` 1 ACHING POOLS / / DRAINAGE LEACHING -- FEBC POOLS ­11 / r Q 2� 22 �: f 1 : / / 5 r DIA x 12' F E FECTIVE DEP P' DEPTH DLP'S( ) as + M� } , a 712'DIA _ �_ .x12'EFF ECTIVE E ( ) DEPTH DLP ++ �. a" - 5x = f 100.9 CF/FT x 1 2 FT 6054.0 CF 5 1 I 'a 'a' i±� 2'D A.x 12'E E °V�Y•' FF CTIVEDEP + '+ a? �•.�;%; ���: �,-r;a ( ) TH LCB + a + a - = South o-IcT 7 x too. T w 9 CFIFT x 1 o n 2 FT. 47 r / / ' 8 5.6 CF + +' +/I( ++s r + + + a +y :.*a b ++ 4 + '�+ a _ - � a26 8b .. , 8 * + + 2 TOTAL PR `+ + PROVIDED 5 x 10 F + 6 054 F 0.9 C IFT x 12 FT t + �°°`>°>° 6 054 CF ( ) / / Pro Ad / / ed dress: Planning TOTAL a Board PROVIDED .� ate+ 8,475.6 CF + +'+ + a +4+`+` A _.,_.,.,_.,. _ g '/, '/. '/, % c e ',$. M+ a++ a a a +• +"' a + .I .+ t a ,} .`�''., i / '/. 'f. / 9 , ,, r f. . TOTAL PROVIDED 6 054 CF .s + r °/ / z + } }- a ++ +a r % / ,. , '/. - / '/. '/, �� 566 a , .r:` 1-11111 55 ROUTE 25 8 712 �' + a [' { /, 11 l '/, a{a r wf a i Ea pp t + fra GT 6 ..I • � � % m+ f a A d t a + +'� + a a + +w a SOU + + T O s H LD `t N +' 2 997 - a + a DRAINAGE / , ?> „ AREA TOTAL SITE PARKING - 73 386 SF -- _ ____ DRAINAGE AREA SWIMMIN DRAINAGE AREA FUTURE EVENT SPACE 6 825 SF 37 'F: + + a ' , 12 f49 + __-_ G POOL FILTER AND BACKWASH __ - _ _ 6 SUFFOLK COUNTY NEW YORK ,`' ,, 4 + a ... a.: + 3 „ % , + , 5 Co n u Tax M N mbar / :! iii + aTa u o, F . .. b aP CorltractNumber. DRAINAGE REQUIRED °••�.':., ,. + D �7 RAINA GE REQUIRED SWIMMING RED S I MING POOL VOLUME: Q % �, r r 99 254.6 GALLONS H/ , �1� ;�;'��1 1000-63-3-15 SWIMMING P 4, I G OOL FILTER: , 276 GALLONS PER MINUTE , / / / / ' :4° `+°+ ', I'° • +,+ , _ Regulatory Reference Number: IMPERVIOUS AREA: 73 386 SF x 2"/12"x 1.00= 12 231 CF ;i �tr % '. Y. 276 X15 MIN.=4,140 GALLONS / • ' / . ;r' +" + = „ , „ s : " TOTAL REQUIRED 12 231 CF = ROOF AREA = � + •. + ++ a REQUIRED 553.47 CF 6,640 SF x 2"l12"x 1.00 1 106.7 CF1. , �° , Title ofDravan + + 9 .a. f '�e .. ., da' a. a+ STAIRCASE: = I +a}, 185 SF x 2"/12"x 1.00 30.83 CF DRAINAGE PROVIDED = + a `I, DRAINAGE PROVIDED TOTAL REQUIRED 1 137.5 CF L + if. . 1. WO :� . _� # 5 a. ° < . , . . - 1-1 DRAINAGE / , . , } ! I AGE LEACHING POOLS 11 tf- <. s DRAINA E E DRAIN AGE PR OVIDED G L ACH N P I G DOLS r r . r i / PROPOSED O P O SITE U / ': r / // „ - / / '/ / 'r: ✓ ,: r. s° +' .< qtr / / ;: / / / >, c i 73,386/ / ; i s; / i ;: x / r '. (11)12'DIA.x 12'EFFECTIVE DEPTH LP 1 12'DIA.x 12'EFFECTIVE DEPTH LCB " ' % ! � 7 , ( ) DRAINAGE LEACHING POOLS / ' , 8 a r . ,, , ; B-1 B-2 B-3 B-4 (EL.26.0'*) GROUND SURFACE (EL.28.0'±) GROUND SURFACE (EL.28.0'±) GROUND SURFACE (EL.30.0'±) GROUND SURFACE 1 DARK BRN. , , , 1 DARK BRN. , , , DARK BRN. , , , 1 DARK BRN. , 1 1 2 15° ORGAO�IC6 LOAM i 1 1 �� ORGANIC LOAM ; ; ; 1 1 n ORGANIC LOAM ; 1 1 n ORGANIC LOAM 2 i i i 1 15 OL 6 i i i 1 16 OL 6 i i i 1B 17 OL)16 DARK BRN.-BRN. 1 I 1 1 I 1 1 1 BRN.SANDY SILT 2 BRN.SANDY B SILT LOAM,TR.SAND i i i g DARK BRN.-BRN. B • 2 2 SILT LOAM, 2 LOAM,TR.GRAVEL, I I I ROOTS 1 I I 3 ROOTS • • • 4 2 LOAM, ROOTS • • • 1 , , A 2 TR.SAND,ROOTS (OL (6 I I , (OL}(6) ' ' ' (OL)(6) • BRN.SAND, • 2 216" BRN.SANDY SILT 2 2 17" 1 2 4 1811 LIGHT BRN,SAND, • • 2 4 1`+11 TR.GRAVEL,SILT • • 6 LOAM,TR.ROOTS 3 0 • 0 3 TR.GRAVEL,SILT • • • �77 sP 6 • • Strategic Environmental and Engineering Solutions B $ (OL)(6) / • • B 2 SAND,TR.GRAVEL, o 0 55 (SP)(3b • • • LITTLE SILT ) . • • 5 6 • 0 • 5 A. (SP-SM)(6) • 0 • 5 5 • 0 • 5 5 • 0 • $ rJ LIG GE 6 5 3 Y10 18" LIGHT BRN.SAND, • • . 3 18" SAND,TR.GRAVEL, • 3 191' : • : 3 18„LIGHT BRN:ORANGE : • :�/8 5 6 SAND,TR.GRAVEL,• SILT • LIGHT BRN,-ORANGETR.GRAVEL,SILT • • • SP 3b • • • 6 SAND,TR.GRAVEL, • • 5 SILT 0 • (SP)(3b) • • • • • • 6 SILT • • • 5 (SP)(3b) • • 630 Johnson Avenue. . 6 TAN-LIGHT BRN. Suite 7 • • • 4 7 19n ORANGE SAND, • • • 4 18" (SP)(3b) • 0 • 4 4 17" • • • • • 9 TR.GRAVEL,SILT • " • g 0 • • 5 • • • Bohemia . NY. 11716-2618 • • 7 (SP)(3b) • 0 • 8 • • . 6 • Phone: (631) 589-6353 o Fax: (631) 589-8705 6 5 5 E-mail: INFO@PWGROSSER.COM • • • 6 LIGHT BRN.SAND, • • • 6 LIGHT BRN.SAND, • • 4 LIGHT BRN.SAND, • • • • • . 5 7 16" TR.GRAVEL,SILT • • . 5 19" TR.GRAVEL,SILT : • : 5 18" TR.GRAVEL,SILT • 10 • 0 • 10 7 (SP)(3b) 0 0 • 10 5 7 (SP)(3b) • 0 • 10 6 (SP)(3b) • CONSULTANTS • 6 6 4 5 4 818" • • ' 6 719" • • • s 418" • • • s 4 • • • • • 7 8 5 %619"8 9 5 . • . _._.-..---.,.._-.._..._._.._._------..._- TAN-LIGHT BRN. • • • • • • • • 15 SAND,TR.GRAVEL, • • • 15 • • • 15 * • • 15 • • • • • TAN-LIGHT BRN. • 4 SILT . . • 6 • • • 5 SAND, 5 • ' . • • t_. - - - (SP)(3b) • • • • • • TR.GRAVEL,SILT • • • • • • ... .......... 5 6 20' • • • 7 7 1$" • • 7 6 191' (SP)(3b) • • • 7 6 519" TAN-LIGHT BRN. • 8 • • • $ TAN-LIGHT BRN. • • • ---_ _-.._.-- -- 2 • • • $ SAND, • • 7 • • 6 SAND . ,. • • • TR.GRAVEL SILT • • • • . TR.GRAVEL SILT • • A0 • . • (SP)(3b) • • • • • (SP)(3b) . ' . { �RpllRo • • • • • • • • • • • 20 • • • 20 • • • 20 • • • 20 • • o • = R > 7 • • • 6 • • • 5 5'r5 RELOCATION �t • N.•Wt: 10'WEST r 6 $8 18" . � . s �/7 719" . � . s 5 18" 0 0 $ 8 6 18" • • ..� - •9 6 . • . 8 . • . t _, .. • . • • • • . . . • 04 22D. • t 25 BRN.SAND, • • • • • LIGHT BRN.SAND, • • • • • 1•I • 25 • 25 • 25 • F TR.GRAVEL,SILT • • • • LITTLE GRAVEL, • • • 6 (SP)(3b) . • • G.W.T. $ . • • TR6/ .SILT . • 0 • • • �B-5 UNIFIED SOIL CLASSIFICATION • ' . 25'-8" . ' . (SP)(3b} Y6• • g SOIL GROUPS TYPICAL NAMES AND SOIL SYMBOLS 7 YO 18 • � • v 97 19 . � . 9 19 . . • 9 19" • . • • • $ • • • • ARIA=294;202S4.F7.'_=- - « $ laTHRU1d BEDROCK END OF BORING 27'-0" END OF BORING 27'-0" END OF BORING 27'-0" • 4 • G.W.T. O�1617t5 ACRES• 28'-1" B-2 �' GW WELL GRADED GRAVELS,GRAVEL SAND MIXTURES,LITTLE OR NO FINES • ; w • • � _� B10' - -- .TEC C L A S S I F I C A T 1O N Iu- SB RE CLASSIFICATION twi SB RE CLASSIFICATION • 0 • 9wM - E'" `3 - "` `` GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. • • v • j :,•.' 1 ", LITTLE OR NO FINES .'MJ'a • • i w,,� GM SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURE "`• . ,,, GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURE LIGHT BRN.-BRN. • • • r „m,. p B-5 B-6 B-7 3 SAND,TR.GRAVEL, • SILT • • ". .�•"• G �''1g ' SW WELL GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO FINES °o° ', wa; 5 18 10 4 20" (SP)(3b) • • • ( o 0 (EL.30.0'±) GROUND SURFACE (EL.29.0'±) GROUND SURFACE • • ; 1, „_, - SP POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES • 0 ) (EL.32.0'±) GROUND SURFACE • • • 1 DARK BRN. , , , 1 DARK BRN. , , , DARK BRN. �74 • • `,, r . SILTY SANDS,SAND-SILT MIXTURES ° p ° 1 ORGANIC LOAM 1 ORGANIC LOAM 1 1 • • - 1 2 1 OL s 1 1 1 1 1 �� OL 6 I I I 1 ORGANIC LOAM I I I • ., SM o I I I 14 I I I n OL 6 I 1 , • t' •�«w+w `, rsrotrrkallr , $C CLAYEY SANDS,SAND-CLAY MIXTURES o 0 3 D I 1 2 t I 1 1 15 ML INORGANIC SILTS VERY FINE SANDS LA 1 , 1 BRN:LIGHT BRN. , , , 2 BRN.-LIG HT BRN. . SILT LOAM, I I I , , , • i R , 3 2 SILT LOAM, ::" K B-�I. ..., . TR.SAND,ROOTS ; ; ; i 2 SANDY SILT LOAM, 1 1 , • " -�� '":11EtOCAT1ON '�" ', ,CLAYEY SILTS,SLIGHT PLASTICITY 1 I , I 2 TR.SAND 11 I 5 TR.ROOTS ,- =JzO'rroRTH CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS OL 6 Cn • 3 " (OL)(6) i i i (OL)(6) • • • • �. so.a "i c"' .;�.$' • • sarsrsmw sv'+�'^a w •i. o ' SANDY CLAYS,SILTY CLAYS 2 5 3 1 J 2 �76 17 BRN:LIGHT BRN. 2 6 16" • • • 35 ..:• • • • 9 • • ( ' ` ' ® " OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY I 1 17 7 • SAND,TR.GRAVEL, , . • 4 BRN.SAND, • • • o I, I(~ .=. 6 LIGHT BRN.-ORANGE • • • (SPI (3b • • • 11 : 5 �� LITTLE GRAVEL, • • • ! s "+ INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE SANDY OR 5 75 �^ i.._ '; ' , rte , '-�' MH SILTY SOILS.ELASTIC SILTS 5 • 5 ) ) • 7 LIGHT BRN.SAND, • • 11 19 TR.SILT • • • c A $ 1 F)„ SAND,TR.GRAVEL, • • 6 n • • 5 • (SP) 3b • • >5, ,,*" ,,wa; • 4 REVISED PER TOWN COMMENTS 01/28/2022 3 SILT • 3 18 • 7 n TR.GRAVEL,SILT • • )( ) • sir.o 1 "" 8 CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS -s ...., 020 9 (SP)(3b) • $ : • : 3 $ 18 (SP)(3b) • 5 • • _ et`w,., ( _ - ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS • 8 • • • • -h ._.. .__.....,--.,.'_ r :. _`:r.: � .g r OH TY,O 2 ADDRESSED DES COMMENTS DATED 07/17/22019 9 _ d ... 12/9/19 • • • • • • • = w •. � -- 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 7 LIGHT BRN.-ORANGE • • • • �L Pt PEAT AND OTHER HIGHLY ORGANIC SOILS Number Revision Description Revision Date • ( 2Q° SAND,TR.GRAVEL, • • • • • - -"`.� =. • • �r NIAINRdA1J ALLOWABLE SOIL BEARING PRESSURES, N.Y.C. BLDG. CODE TABLE 1804.1 • SILT • • • 0 • • Designed BY Date Submi ed • • • $ (SP)(3b) • • • • • • • 0 ROM 25 � CLASS OF MATERIALS MAXIMUM ALLOWABLE MAXIMUM ALLOWABLE • • . • TC 01/20/17 • • • • "TOPOGRAPHICAL FOUNDATION PRESSURE FOUNDATION PRESSURE { • • • 7 • • • • SURVEY OF PROPERT)r (Notes 1 a 3) * (kPa) Drawn BY Date Created and cTsn TC�LT 08/23/16 • • 6 " • • : • 0 5 0 • : � qj /N 1, BEDROCK(NOTES 2 and 7)* Approved BY Scale • • • 5 19 • • • • • SOUTNOLD 1a HARD SOUND ROCK-GNEISS,DIABASE,SCHIST 60 5,748 10 • • • 6 • • • 12 5 20n • • LAND SURVE`;ING- 1b MEDIUM HARD ROCK-MARBLE,SERPENTINE 40 3,830 BG AS SHOWN 10 • • • • TOtiMOTSOUTNo1D $U}tOlk'EOUkTYN.Y. 1c INTERMEDIATE ROCK-SHALE,SANDSTONE 20 1,915 Client: • 7 • 10 • • 5 • • • sczM.roo.rA1D6T-os_r5 td SOFT ROCK-WEATHERED ROCK 8 766 THE ENCLAVES • • • C • • „ ,. .. ZUEf°=40' ,WIY7,2Df6 6 5 V ofY.N W,�V.T,' 2. SANDY GRAVEL and GRAVEL(GW,GP)(NOTES 3,4.8.and 9) a 7 20" • 0 6 16" -. :r'c,. ,✓�: Y,',. • 2a DENSE 958 • 7 161' ' • ' O1=^�"4 ^� �� 2b MEDIUM 8 575 56655 ROUTE 25 8 7 • • 6 7 • • 4 • • • • 3. GRANULAR SOILS(GC,GM,SW,SP,SM,&SC)(NOTES 4,5,8,and 9) S O UTH O LD, NY 0 0 $ 0 0 • • 3a DENSE 6 575 • • • • • • • • - 3b MEDIUM 3 287 Project • • • • • • • • • • 4. CLAYS(SC,CL,&CHxNOTES 4,6,8,and 9)Sk 4a HARD 5 479 • • • • • • • • • 45 BRN.SAND, • • • 4b STIFF • • • • • BORING LOCATION PLAN 3 267 • • • • • • • • • TR.GRAVEL,SILT • • • 4c MEDIUM 2 192 RECEIVED\ / • • • • • • • • • 4 (SP)(3b) • • • 0 25 75' 150' $FeALE: NTfoo' 400' 500' 5. SILTS&SILTY SOILS(ML and MH)(NOTES 4,8,ad 9)* 3 287 SITE PLAN �' E �/ • • ' 13 5 n • • • 5a DENSE -- i5 0 0 • 15 • 0 • 15 • • • V61 19 • • • 5b MEDIUM 1,5 144 FEB 0 3 2022 5 • • • • • • • • • • 50' 100' DRAWING SCALE: 1"=100'± 6. ORGANIC SILTS,ORGANIC CLAYS,PEATS,SOFT CLAYS, SEE 1804.2.1* SEE 1804.2.1 is 6 • • • 6 ! • • 5 • • • • • • 7. CONTROLSE LED a d UNNULAR CONTROLLED OLLED ILS and F LLSLTS SEE 1804.22 OR 1804.2.3�r SEE 1804.2.2 OR 1804.2.3* — Southold Town 5 7 2�)" TAN-LIGHT BRN. • • • 7 18" • • • 5 5 ° • • • • • • *REFER TO SECTION 1804.2 OR NOTES FOLLOWING TABLE 1804.1 IN N.Y.C.BUILDING CODE FOR ADDTIONAL INFORMATION Planning Board SAND, • TAN-LIGHT BRN. � 6 18 TAN-LIGHT BRN. • � • ProJectAddress: 8 • • 8 SAND, • • SAND, • • • TR.GRAVEL,SILT 7 COMPACTION RELATED TO SPOON BLOWS/FOOT 56655 ROUTE 25 (SP)(3b) * • TR.GRAVEL,SILT • • • TR,GRAVEL,SILT • • • • • • .N" STANDARD PENETRATION TEST-ASTM D 1586 • • • • • SAND&SILT CLAY (2°SPOON,14016 HAMMER,30'FALL) (SP)(3b) 0 (SP)(3b) SOUTHOLD • • • • • • • • • • LOOSE LESS THAN 10 SOFT LESS THAN 4 • 50 , SPOON SLOW VICOUNT ISGENERALLY OBTAIN SUFFOLK COUNTY N • • • • • • • MEDIUM 107030 MEDIUM 4708 ,rr���nr N"17aLOW5 INC"INCREMENTS FI USE 2ND OBTAIN • /I9/,(1 PER FOOT BLOWS PER F00T(N)USE 2ND 8 3RD NEW YORK • • • • • • • • • 5 • • DENSE GREATER THAN 31 STIFF GR EATER THAN 8TO 30 lllY.Lly"J` C°INCREMENT • • • • • • • • HARD GREATER THAN 30 County Tax Map Number: tS L Contract Number: • • • • NOTES CB-CASING BLOWS PER UD-UNDISTURBED SOIL 1000-63-3-15 • • • • • • • 6 2O" • ROTARY CASINX-HEAG Y NO-SAMPLE NUMBER 0 20 14 • • SPOON 1 FOOT DRIVE SAMPLE • • 0 • • Y6, • CASING CASINO Regulatory Reference Number: • • • • • • • SB-SPOON BLOWS PER SIZE,INCHES 2.5 2.0 B INCH DRIVE FEET-DEPTH FROM GND.SUR. 6 • • • • • • 6 • • • • • 1. SOIL DESCRIPTIONS ARE BY VSUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. HAMMER WEIGHT,LBS. — 140 P-PUSHED BY WEIGHT NOTED AT EACH 5' Title ofDrawin: OF HAMMER WOH-WEIGHT OF HAMMER 9 7 • • • 5 r • • • 0 • • END OF BORING 52''0" HAMMER FALL,INCHES — 30 WOR-WEIGHT OF ROD REC-SOIL RECOVERY IN INCHES „ • • 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 �'8 20„ w6 I • • • 8 1 • • 6 7 7 • • • w INJURIES,PROPERTY DAMAGE OR ANY CONSEQUENTIAL DAMAGES,IS LIMITED TO THE AMOUNT OF THE FEE PAID FOR THIS REPORT.THE RETENTION 7 u-"SBRECLASSIFICATION OR USE OF ANY PART OF THIS REPORT WILL CONSTITUTE AN ACCEPTANCE OF THIS LIMITATION OF LIABILITY.IF THIS IS UNACCEPTABLETHE CUBIT O I I�G PLAN • • • • . • • • � 3. GROUND WATER TABLE WAS MEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. MUST NOTIFY SOIL MECHANICS DRILLING CORP.IN WRITING BY CERTIFIED MAIL,WNHIN SEVEN DAYS FROM THE DATE OF RECEIPT.THE FEE CHARGED v • • • • • • • FOR THIS REPORT 18 BASED ON THIS LIMITATION OF LIABILITY WHICH IS THE ESSENCE OF THIS AGREEMENT.IF THE CLIENT WANTS A HIGHER LIMITATION OF LIABILITY,SOIL MECHANICS DRILLING CORP.,WILL NEGOTIATE ONE BASED UPON A HIGHER FEE BEING CHARGED FOR THE ADDITION- • • • • 4. SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN TWO FEET VERTICALLY. AL ASSUMPTION OF LIABILITY,801L MECHANICS DRILLING CORP.,ITS OFFICERS OR EMPLOYEES,HAVE NO LIABIL17Y 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 a • • • • • • • • • 5. SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER. D BORING LOGS ANDREW V.GIAMBERTONE&ASSOCIATES,ARCHITECTS,PC 5 • • • 25 0 • 0 5 • , • 6. SOIL TEST BORING GROUND SURFACE ELEVATIONS SHOWN ARE REFERENCED TO TOPOGRAPHICAL SURVEY- 62 ELM STREET y 6 • 0 • 6 • , • • • • PROVIDED BY:ANDREW V.GIA,MBERTONE ASSOCIATES&ARCHITECTS. HUNTINGTON,NEW YORK 11743 • 6 • . • 7 7720" • • • 9 820" • • • 7 • • • • • • 8 7 • • 7 r/81 2011 • • • SOIL MECHANICS DRILLING CORP. Drawing Number: o • • ' • ' subsoil investigations END OF BORING 27'-0" END OF BORING 27'-0" END OF BORING 27'-0" o w w t 3770 MERRICK ROAD " SEAFORD, NEW YORK 11783 516221 -2333 Sol Iwi N SB EC CLASSIFICATION ILL SB RE CLASSIFICATION w SUBSURFACE INVESTIGATION =_ w N SB EC CLASSIFICATION v� W c PROPOSED 2 STORY HOTEL m ROUTE 25 SOUTHOLD, NEW YORK sheet of g"A VERTICAL BORING SCALE: DRAWING DATE: DRAWING NUMBER 1/2"-V-0"UNLESS NOTED OTHERWISE 1DECEMBER27,2016 6 7 16 " Z: 16LDWGS 161-805.7 DATES OF BORINGS: DRAWN BY: CHECKED BY: REVISED DATE: 6LH05.7 m W� PWGCqed Number. a w .m ..,.ma,u.u. _ DELI CV SHEET 1 OF 1 addit Unauthorized drawing alterationelto or documents AVG 1601 9 to this drawing and related documents IL is a violation of Section 7209 o of the New York State Education Law o 3 a a w_ ZN 0 a M -1J TOWN HARBOR -J M - - - LANE R � _ � i l2Vo -� 0 o o LAND NOW OR FORMERLY OF ' cn VALERIE M.SCOPAZ �. LAND NOW OR FORMERLY OF N ANTHONY FORGIONE LAND NOW OR FORMERLY OF z N S .C.T.M. N0. 1000-63-03-16 >- F" WOOD POSTS S.C.T.M. N0. 1000-63-03-17.3 VINCENT DOLOMITE&ILEANA DOLOMITE o z 0 WITH NETTING LINE OF EXISTING EXISTING 1STORY FRAME S.C.T.M. NO. 1000-63-03-17.4 c z 0 DRIVEWAY TO BE SHED TO BE RENOVATED AND �- „ I- REMOVED INCORPORATED INTO MAIN m z RELOCATE EXISTING 1 STRUCTURE d Strategic Environmental and Engineering Solutions g 27 x Q STORY FRAME 9 9 9 32 28'•, h - - GARAGE TO REMAIN 310.00' ?� � 622.78' `s � S07°44'40"E � _ - so S07°38'10"E -_ - - - _... =, ISN r r ® \ \ -- --� G WELL NEW PROPOSED j \ �L ✓ I � RELOCATED AS - ,O I�I 29' I IRRIGATION WELL ao N 31 zs 630 Johnson Avenue. . Suite 7 ¢o � Bohemia . NY. 11716-2618 30 _._.__i,. _. _ ___ I L__ Phone: 631 589-6353 . Fax: //631 589-8705 EXISTING TO 6E-\--,s f. \y J - - ( 1 REMOVED - 2 Q E-mail: INFO@PWGROSSER.COM ISI _, } - - - _L... O STR CTUREE TO REMAIN Z - - / 26.5 ARB GE O I SIGN CONSULTANTS PROPOSED RESTAURANT _� - - AREA FF:27.5 28 p X , Z FUTURE 1STORY 27 ! a 26 O 'O ' � 75 `', o Y PROPOSED HOTEL j � X 0...._ FF EL.32.0' EFF. SPACE W EL32.0'E W ---- , OPOSED ITIONTO_ ' S0' K 29 S E TINS 6 W W io a / /$late` I J Q >< O 11t X QO -- ` . u wvF. saes Y Z z SIGN 25 EXISTING TO BE LAWN SCULPTURE REMOVED mm 75' 50' GARDEN 27 11 [/) CO U INI .......... W GRADE EL.30.5' L n AND PA COTTAGEI ' NEW PROPOSED DRNEWA w PROPOSED HOT r riizl� RKIN zi AREA • ' { _ r� PARKING TUB CHESS BOARDILL I_ `` '' LL POOL CABANAS .3=" `. \ w u�+� 0' 0=���_ W 7 25 BW 27.25 D E5'20"W - - - 16 Y ILII 37. TW:30.5 e CORAT ` Liu ~ o _ E N .� HED N04°4 32 a ". POND ktwne»t Ph cb o 3: COTTAGE 2 ^ 26.5 ' u Milli HOT PROPOSED 2.5'H 2. TUB RETAINING WALL GRADE EL.27.5' + w k: 26 I,,j t .9 cb W EL: 7.25 FF EL.32.0 ' a ftl'fi = z J HOT _ z TUB LL U m 73 ( HOT ILL COTTAGE 3_RIDGE - -- -- a a o aq NTUB $ POOL AREA I I�I a SI 0 o 0 PLAYi'CO JRTS - w GRADE EL.27.5' 2HOT \(. J _ - I I�I oID o m cb J / Z ................. a itp SI G _ COTTAGE BW:27.20 BW:27.25 a �' HOT I I�I {� 1111 o LAND NOW OR FORMERLY OF I ,� I I 2s Z EUGEN TOMASIC&MIRELLA TOMASIC o PROPOSED TUB TW:30.5 RAMP- Y TW:30.5 a I� LIRR i AREA NG OO f I PROPERTY 10 WALKWAY S.C.T.M. N0. 1000-63-03-14 LOCUST LANE LINE Z 11 O - - 3^�I;'R.\'ETr*'ir.ii'f" a 0I i _H 111T a CL \ CCC ........................ 0 ........ ARBAGE.,_ Ltl� r..ir.................. .........^r. AREA I I \ 29 • U' n � �� �� SIGN WI PROPOSED PARKING AREA 31 of LAND NOW OR FORMERLY OF 1 m 32 c7 Ic, I - rn �c+Ni NEW PROPOSED DRIVEWAY �= 3a ,o o� JANET L.RYAN ^ 4 �b t z7 S.C.T.M. N0. 1000-63-03-13 'g f• 3S 3{ ...�.--moi--��o-.■�-tea..-- - n r e' .'"� "'",. t01l�0,,.. Tit I b N05 50"W 616.57' bki to tam d,e,ry - 33 � -_ LAND NOW OR FORMERLY OF _ 0i CHARLES W.WITZKE LAND NOW OR FORMERLY OF S.C.T.M. NO. 1000-63-03-28.1 3F 7 PILLES REALTY HOLDING LLC 6 s2 S.C.T.M. NO. 1000-63-03-12 5 REVISED PER TOWN COMMENTS 01/28/2022 4 ADDRESSED FEIS COMMENTS 05/11/2021 05°30'50"W 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date Designed By Date Submitted EROSION & SEDIMENT CONTROL PLAN Drawn By TC Date Created 01/20/17 TG"�LT 08/23/16 Approved By Scale SCALE: 1" = 40' BG AS SHOWN Client: 0 40 80 ' THE ENCLAVES 56655 ROUTE SCALE: 1" = 40' Sediment and Erosion Control Notes , U E 25 RECEIVED i � 1 SOUTHOLD, NY � Project 1. THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE _- �.,_.....u_. _ _ .- . �. FEB Q 3 2022 INSTALLED PRIOR TO THE START OF CONSTRUCTION. ADDITIONAL EROSION Proposed NotesSoutF�old7own CONTROLS MAY BE NECESSARY, BASED UPON FIELD COND11IONS THAT MAY _ __ _ _ _ _ DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY THEPlanning Board OWNER OR DESIGNATED OWNERS REPRESENTATIVE. THE FOLLOWING GENERAL Protection Elements S ITE P LAN CONDITIONS SHALL BE OBSERVED. A. ANY EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE �- STRAW BALES EROSION C0NTROL PROTECTED AND REMAIN UNDISTURBED. - - - - -= B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE P Sediment and Erosion Control Grading OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. SF roJectAddress: 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.SEDIMENT SUFFOLK COUNTY E. T SHALL BE TRAPPED ON THE SITE. I III , NEW YORK CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT EFILTER 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 BE LIMITED TO, HAY BALES, AND SILT FENCE, AND SHALL BE MAINTAINED 1000-63-3-15 FOR THE DURATION OF CONSTRUCTION AS WELL AS FOLLOWING THE MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW 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". Title of Drawing: 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 o 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. ` I4. PROPER MAINTENANCE OF EROSION CONTROL STRUCTURES IS TO BE STABILIZED CONSTRUCTION ENTRANCE PLAN PERFORMED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED - STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, r CLEANING OF SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR OF SEDIMENT BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND CLEANING Drawing Number: AND REPAIR OF INLET PROTECTION. U S2 5. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING DUST CONTROL CONSTRUCTION. ® Z 6. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT ,� o SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS sheet of o v PERMANENTLY STABILIZED. $ 16 CURB DROP INLET PROTECTION a m PWGC Project Number: w ti Unauthodzed alteration or addition to this drawing and related documents AVG 16 01 Is a Notation of Section 7209 o of the New York State Education Law o a a SYMBOL SYMBOL SYMBOL SAND BAG OR SYMBOL FLOW2"X4"WOOD FRAME 2'MINIMUM LENGTH ALTERNATE WEIGHT V III' OF 2"X4" -- 4"VERTICAL FACE 1.5'MAX. STAKE 2"x 4"WEIR �= 2"STONE rWRE BEDDING DETAIL FABRIC �NOT TO SCALE -_c � FILTER CLOTH "x 4"SPACER � MESH3'MIN.DRAINiAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%. L D D .:4 D IPE?TO Strategic Environmental and Engineering Solutions III A` aV: 7 6'MAXIMUM SPACING ANGLE FIRST STAKE TOWARDS va �/- � DITCH OR DIVERSION TO PREVIOUSLY LAID BALE. 1 40M ,M. OF 2"X4"SPACERS 1 �DIVERT SURFACE FLOW FLOW A6 i i_i DROP INLET BURIED FABRIC 4M 40M yurs. 40- WITH GATE rt w yr „�i ,,, ' ,,, ,r, i ,� i ,,, kill BENCH GRADE 2-3% FRAME 2"X 4" ryvup r r- BOUND BALES PLACED ANCHORS ON CONTOUR. 40` 40M ' ` �` 'ter' 4r' ' DIST 630 Johnson Avenue. . Suite 7 i i � � i t i t t iJ1 \ M' r11L arr. rurf atuu auW auur aurr _•••- �' STONE�\ Bohemia . NY . 11716-2618 2 RE-BARS,STEEL PICKETS M• 2 a �+Wr� ` 1'MIN. % Phone: (631) 589-6353 . Fax: (631) 589-8705 r7 OR 2"X2' STAKES PLACED � � ` , I I 1 1/2'TO 2'IN GROUND. IlllA �l I �'� n�IRF� y` t i y` + �W rt a I��IIp III E-mail: INFO@PWGROSSER.COM _ DRIVE STAKES FLUSH WITH I1lllllllf�� -1'MIN. AIS,. ", �`� e � �~ GATHER EXCESS % �' TOP OF BALE. al �I +t e k ' . 'Y"X 4" ANCHORING DETAIL AT CORNERS 1111 CLOTH �� NOT TO SCALE Y 1 SII � �� '� ��70_ �r 1/ MESH � CONSULTANTS II ''11 +Yr "'ti/ --� i SPACER 6'MIN. X III�I mMai,� - CONSTRUCTION SPECIFICATIONS2"x4"wEICONSTRUCTION SPECIFICATIONS rRP," 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. OW WITH ENDS TIGHTEN ABUTTING THE ADJACENT BALES. 2 20' 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85. 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4)INCHES,AND 4 40' 3 30' JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 2.WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4"CONSTRUCTION PLACED SO THE BINDINGS ARE HORIZONTAL. 3.STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. GRADE LUMBER. 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR METAL 1MTH A LENGTH OF 3 FEET. 3.WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH RE-BARS DRIVEN THROUGH THE BALE.THE FIRST STAKE EACH BALE SHALL 4.SPACE 3TAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. BE DRIVEN TOWARD THE PREVIOUSLY LAID BALEAT AN ANN 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR. ANGLE TO FORCE THE BALES TOGETHER.STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 4.THE WEIR SHALL BE SECURELY NAILED TO 2"x 4"SPACERS 5.FABRICSHALL 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 BE SECURELY FASTENED TO THE STAKES AND FFRAME. PROMTLY AS NEEDED. 5.THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED 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. MAXIMJN 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 DIKE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DETAIL NEW YOFK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION PROTECTION PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE WOVEN WIRE FENCE SYMBOL (14 1/2 GAUGE SYMBOL I EXISTING W/6"MESH PAVEMENT _ 10'C.TOC. SPACING) 3 sI CONSTRUCTION SPECIFICATIONS . .... . .. ... 36"LENGTH FENCE EXISTING _r FILTER -r MOUNTABLE BERM ' POSTS DRIVEN 16" GROUND CLOTH PROFILE (OPTIONAL) 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING INTO GROUND PROVED SEDIMENT CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE AP CONTROL PLANUNTIL THEY ARE PERMANENTLY STABILIZED. Z. 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, HEIGHT OF FILTER µ APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT -16" EXISTING CONTROL PLANAND THE"STANDARDS AND SPECIFICATIONS FOR SOIL EROSION y WyA W v� GROUND AND SEDIMENT CONTROL IN DEVELOPING AREAS". Q�' W EXISTING 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED PAVEMENT IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. PERSPECTIVE VIEW 4. AREAS TO BE FILLED SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO 36"FENCE POST PLAN VIEW REMOVE TREES,VEGETATION,ROOTS OR OTHER OBJECTIONABLE MATERIAL. «� WOVEN WIRE FENCE(14 1/2 GAUGE AREAS WHICHARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF W/6"MESH SPACING)WITH FILTER FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. CLOTH 20" CONSTRUCTION SPECIFICATIONS 6. ALL FILLS SHA'-L BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE, FLOW SETTLEMENT,SJBSIDENCE OR OTHER RELATED PROBLEMS.FILL INTENDED TO UNDISTURBED GROUND SUPPORT BUILCINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED 7 COMPACTED SOIL 1.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 6 EMBED FILTER CLOTH 16" 2.LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE 7. ALL FILL TO 5 BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES A 30 FOOT MINIMUM LENGTH WOULD APPLY). IN THICKNESS. 4 REVISED PER TOWN COMMENTS 01/28/2022 6" N GROUND. 4"I� 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. 8. EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN 3 ADDRESSED COMMENTS DATED 12/9/19 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 R INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE SATISFACTORYRLS THAT TIWOULD 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 13E FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OF STONE. NOT BE INCORPDRATED IN FILLS. Designed By Date Submitted OR STAPLES.POSTS SHALL.BE STEEL EITHER'?"OR"U"TYPE OR HARDWOOD. TC 01/20/17 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 10. FILL SHALL NCT 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 Drawn By Date Created11. ALL BENCHESSHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF TC\LT 08/23/16 FENCE WITH TIES SPACED EVERY 24"AT TOP AND In1D SECTION. IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. FENCE SHALL BE WOVEN V ARE,12 1/2 GAUGE,6"MESH OPENING. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL DEVELOPMENT. Approved By BG scale AS SHOWN 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 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN Client:ACCORDANCE V/ITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED,MUST BE REMOVED MMEDIED,WASHED OR TFRACTED ONTO PUBLIC RIGHTS-OF-WAY OR OTHER APPROVED METHOD. THE ENCLAVES MIFRAFI 100X,STABILINKA T•140N,OR APPROVED EQUIVALENT. 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING 56655 ROUTE 25 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIP,OFENCE,OR APPROVED EQUIVALENT. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FINISHED GRADNG. SOUTHOLD, NY RECEIVED 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 SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. �- U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTUREFEB 0 3 2022 NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE STABILIZED U.S.DEPARTMENT OF AGRICULTURE NEW YORK STATE DEPARTMENT OF ENVIRONMENTALCONSERVATION SILT FENCE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION /� SOI utho IOW n NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ENTRANCE NEW YORKSTATE SOIL&WATER CONSERVATION COMMITTEE SPECIFICATIONS SITE PLAN Planning Board EROSION CONTROL PmJect 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: SEDIMENT AND EROSION CONTROL I N DETAILS W Drawing Number: a 0 a U N ' lL AV O ® Z Sheet of o . a N 9 16 v M a � PWGC Project Number. Unauthorized anent on or addition AVG 1601 to this drawing and related documents Ise violation of Section 7209 o of the New York State Education Law o a a 0-5 W ( I NO ntnt �?a= 4 0' { U,ND NO't��'OR FOF'g.�1EF�LY OF LAND r O OR FOR "E,y;_Y OF c� ca > ,� { VI"C4ENT DO?0%'ITE&PEA N,A DOLOMITE � c� { VALERIEN1.SCO�A � � � X I{ �"CT.M, NO. 1000-63-03-17:4 S.C.T.P . NO. 1000-63-03-16 � LaridscaplrigIAD t!0;":OR FOr,,""LY OF .�...<.��..... _ .__. _... _..... .._....�..,__ . _. _,__.r, A {T} C> :`°,' (;"C{t { NOTE:DIRECTLY EAST OF HOTEL - j u.C.T,II, . NO. 1000-63-03-17.3 ROOM,PLANT CUPRESSOCYPARIS { ? 0 { 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF LEYLANDII 18'-20'TALL. = k 15'DEEP FRONTAGE LANDSCAPE AREA IN i THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN,ANSI _..t �'" `` COMPLIANCE WITH SECTION ! E ACER RUBRUM CUPRESSOCYPARIS k �. Z60.1. 'OCTOBER GLORY'(2) ORNUS FLORIDA ORNUS FLORIDA j LEYLANDII 134 280-93(B) �--^�-� - 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. 3 VAR.RUBRA(1) O ) 2� I l _...._.,.,_.. _ i _ VAR.RUBRA 5 622.7° �n "E �....... t xg r oe ,G mac= ,. �� . .... ---•m<' .._.�' � ,; ,. " .r,rs y ..,,•rw,,a, :o _''. -�''�'`'a, a�- t, t+ i .»..��•..-.,�._..-�.._-���•,0-o r.�sya,+.' •� ,� .9 'r, `. 6.. - q i•.,,. i ':e.J>„,; , e,,,: 4 'a:�, ,r-'E d { � � ��-,.,� --"- y„,: = r;-- � � " `^�„ �' :. ..,,,• ,., 3. CONTRACTOR SHALL STAKEOUT PLANTINGS FOR ENGINEERS AND/OR LANDSCAPE ARCHITECTS APPROVAL .. - - •Irs d'�•=• ! �:• " _ "`-d..:A �-�v'. 'I •.y'"' r PRIOR TO BEGINNING WORK I .;.. •", �, ,,,, - <.1 ;� "�, �'- TAXUS X MEDIA II it li '+°r:i:,` 'iv�i:' ! .'1,:.�` ,,, ,� ., , ,43. / ., i? � a `. ;mss. ,�:J. CORNUS FLORIDA Strategic Environmental and Engineering Solutions - + ,:.,, y•.,'. A 4. BE WITHIN 5 OF UNDERGROUND ty -• ,;; TAXUS X MEDT ` ` -, HICKSII (22) SHOULD LOCATION OF TREES UTILITIES RELOCATE SAID TREES TO MIN.5' tom. -an`""�� a<a,,, ~°„n M,ry, 0-i,,, ,;,i- ».•y ' 4 °" .,+e,>°>;;, `i. :, ;,,, '.� .; .' {r , ``\ VAR.RUBRA(4)�,, k``-Y \ 2 FROM BALL TO UTILITIES. HICN;SII (82) ix'f., ,�yt.^-`':` &`rd, l,..:SAI-. F,v.,•. a .4 tet, ''-•-�, I , " , ° , �, ",,,,,, ", «,.. { , �r Ir,k°.{. :',:A: `i�. ...:..A.:r,_ ..� ),...,�, s I , -5 �•,'_p" ;{ 5. SHOULD LOCATION OF TREES BE WITHIN 20'OF OVERHEAD UTILITIES, RELOCATE SAID TREES TO MIN.20'TO �y ,....,.. ...r....... .... .............,....... - r ,� �,,, , r;,--- -• , ,, r j • r' •� ,• • /'...,...... , I � '"� � WIRES TREES WILL BE PLACED ON UNDISTURBED EARTH AND BACKFILL WILL CONTAIN AT LEAST 50 ,� • It OF THE PLANTING HOLE, 0 PROMOTE GROWTH IN THE SURROUNDING i �; ,I ' PERCENT OF THE SOIL TAKEN OUT E,T SOIL. :•:_:,• / / __ 179 SF :::-:' " 1403 F LANDSCAPE :.: • ✓,: . _.... .........I Johnson Avenue. . Suite 7 LANDSCAPE 9 ARE PER ER �� AREA PE 63O o :- y i' AREA PER PER / / <. , I ,; , AREA PER PER \ � I r,r - SECT,ION 2�C�95 kA) .; � SECTION 280.93 B + %:r" .• .---' 6. ALL BEDS SHALL BE MULCHED WITH 4 INCHES OF FINE SHREDDED BARK MULCH AND SHALL BE KEPT AWAY Bohemia NY 11716-2618 "" \ � SECTION" ;;Fa,• ..�,�.,� h, ' � 3 _ FROM THEIMMEDIATE t _ m ,. : ,_,_- - ;'.•:,, � / J':' / �%",�` :.=' ,.•''� ',J 2d I ..,/! , BASE OF TREES AND SHRUBS. _ _ -'>- y __.__________ -;: Phone: 631 589 6353 Fax: 9 8705 Y 280-95 A i N - ;'j • (6 1) 3 58 / / / l/, =:1 .0 E-mail: INFO PWGROSSER.COM CORNUS ACER RUBRUM a r PROP.TREE PER - VAR.RUBRA 4 ' \ E ,, »„r,i. ..-.. .. ;�':, �! .\ / .' / ,j J / ' 'VETT SgA�F O I E 7. LANDSCAPING SHALL BE MAINTAINED IN HEALTHY AND VIGOROUS GROWING CONDITION. PLANTS THAT FAIL OCTOBER GLORY'(1) - / , t _.. _ _ ( ) „s: , SECTION 0-9 ( ____ _ THE BEGINNING OF THE NEXT p p -:- ti ,f / ,'' 2s3 SF T _ ��' I I` SHALL BE REPLACED WITH PLANTS OF COMPARABLE SIZE AND TYPE AT : RO .TREE PER / /�� � S ON 28 ,' / ``e GROWING SEASON TO MAINTAIN PLANT DENSITIES AND SPECIES MIX. _.,,F ECTION280.95(A) € ,';' // / , % /'' .'', 20 i 186 SF LANDSCAPE 26 :.•.,� CONSULTANTS ,�' /" LANDSCAPE ��i , \AREA PER PER LANDSC E ,, \ / •/ / AREA PER PER ' µ; ECTIOIJ 28x95/ ... "A MPA WITI1 8. PLANTING OF DECIDUOUS TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE 1 AND OCTOBER 15 ,'. Ct ,r , / , / / i J, ,''•' , f ___,.�," E € .. .1 ✓ l E .. EVERGREEN TREE AN S D SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE SECTION TO DECEMBER 15 PLANTING OF EVERG t *e rb ,. - / :' ., / , / '.i / /' / i/ 28095(A) �+ = ACER RUBRUM . .. , _ :. . t I ; � •-• / / _ 1 AND SEPTEMBER 0 NOVEMBER 15 a 0-•.,,I ,/ , ,�v b OCTCIBER GLORY (2) .. ,._ .... _ .µ... , / _ ._ o d . / `--="-: \ '�, ;r;_--��.--� -:+ •' � � ,.-� mm-'�. ,�; '> �- •.�. j,:. r i� 9. IF PLANTING AND/OR SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH MUST BE LIGUSTRUM X\ \` \ ; / I APPLIED UNTIL FAVORABLE WEATHER CONDITIONS PERMIT GERMINATION AND GROWTH,BUT NO MORE CORNUS FLORIDA ) i IBOLIUM(26) `' 1 o 1 I a \ ) �fAR.RUBRA(3) t /` _ EXIST.TREE PE THAN 6 MONTHS AFTER PROJECT COMPLETION. t ROP TRE PE TI N 280.95(A) h`` ;; ? .. l \ ,_.. '� ' f ::..�... ...�,-_,•. •,.""' - SECT ON 280-95 CA) [ ':a�` EC i 0 10, ALL PLANTING BEDS SHALL BE CULTIVATED TO A DEPTH OF 8 INCHES AND RAKED TO REMOVE SOD CLUMPS, �± a s.' . •. ' ro..,_.. ~\ ;I / -299 SF LANDSCAPE' „ WEEDS,STONES AND OTHER FOREIGN MATERIAL EXCEEDING 2 INCHES IN DIAMETER.IMMEDIATELY AFTER / ,': \ TAXUS X MEDIA AREA PER PER ACER RUBRUM 435,8E LANDSCAPE ti x PLANTING,WRAP DECIDUOUS TREES TRUNKS FROM BASE TO FIRST LIMB WITH 4 INCH WIDE BITUMINOUS LIGUSTRUM X _ ' / - HICKSII 72 SECTION 280.95(A) OCTOBER GLORY'(2) ; AREA PER PER r, ` "° t >.m. } :..: I / ) ( ) IMPREGNATED,INSECT RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE.TIE WITH JUTE AT . •..µ SECTION 280-95(A) ( \ .....,.... < \ % x / '<..,''.• / t F E L1G (Z8)') ' � .,r TOP AND BOTTOM. THE TRUNK WRAP SHALL BE REMOVED ONE YEAR AFTER PLANTING. ..•'4';j t'• tY / ;. ., \ ,,,~ �,. +'� Q:+,fw,..-•.m.>:z _. ._.. "R....,,,_-<_ _ _ .1. � IBOLIUM 48 USTRUM X �'•.,� _ • � o '"^^� .�.A. a if `�.. ,"/ �� Ill .'�:, \ IBOLIUM(80) E; z�---"•�- \. "" `- , \, - ," ,. ,`yb�:;. 0 COMPLETION OF LANDSCAPING WORK,ALL EXCESS SOIL,DEBRIS,ETC.SHALL BE REMOVED FROM THE SITE. CORNUS FLORID ` • I o r - ------- ,.r. �. �: � • g...,��._•.f ":€"•�'-•- ,-•, .. .�,,.. ._.__._.__.___-_.. _._ _._ _.,.__,_ __. __,_-�_ • ,; / ,.�� ,� -..... � THE SITE SHALL BE IRRIGATED. SPRINKLER HEADS AND PLUMBING FIXTURES SHALL NOT ENCROACH UPON ANY f DSCAPE PARKINGJI-Is" I 1 �` _ "" ry> z _- ) - . ._ RIGHTS-OF-WAY OF THE TOWN OF SOUTHOLD. EA IN COMPLIANCE ;'' n �,,. '....-... 32 t<.:',_._ LIGUSTRUMX ^'' r I { VAR RUBRA(1) �e ,. TH SECTION ! r LIGUSTRUM X ; I / ;f (,� \ + , I c I JUNIPERUS DAVURIC t " a IBOLIUM 48 LIGUSTRUM X ,' ;' 95(B)(C) n 2, ( ) ' IBOLIUM(36) ri \I P ter: I . e IBL / EXPANSA(5) 7 i w ( ) IFLORIDA _._._ _._. u .^ �I VAR.RUBRA _..... _• 4 { I {__ \ _ _. I / /j \t CUPRESSOCYPARIS € / , , LIGUSTRUM X '; /j/ �' 295 SF LAND�CAP _ ,''` LEYLANDII(10) I LIGUSTRUM X ` s t �IBOLIUM 48 cfo AREA PER PER / ( ) IBOLIUM(25) SECTION 28C-95.A r 15'DEEP FRONTAGE LANDSCAPE AREA IN k - ( } l ❑ / E „ :: / PROP. _................................................................................................... :: I ; �, �,. 1 _ - // =- COMPLIANCE WITH SECTION SECTION 28Q 95(A) : 1 l AND NOV!OR FORN.s1F•^( 28093(B) LI�USTRUM X------- ILS' - �; - I O I I '.... , ; �. -^" .•' :`W `w• SHADE TREES ALONG ; w b ;. • � � _ ,.„c ":b..�_ a E FIVE FRONT " IB6LIUM(53) µ �- - W '� „ EUGEt'i 1. 5#C �.W _. ___ 0: ; z Y �' ,,. ::::: r_. : 1 �. .. ' •� :-, �•---'�;';_....,, ».»m..T.�.mm,�»,�.----:;.. ,-Q,��m.-,:;,::,--�� � =z-�.: � 1t +', �. � E WITH SECTION ". �" rT, s, - " I f' VIRELLA TO!,AASI YARD IN COMPLIANCE _ _ . _ _ _ __ 280 9 S SHOW .,., tr _ gg n , " 7 1 tv, 1' , � �, .0, 1,..,., 63-03-1° I i' k d E -- i LIGUS RUM X . I I, -- _ - M \0 � CORNUS FLORIDA IBOLIU 2 •. ; . :5:'= I_f",�:'C}IO^J R i ,-r Y NOTES: ( ) - _ REMOVE ALL PLASTIC&WIRE TABS. NATURAL AREA , , ..". »•r:�.. ,., ��=� '�� O O< ,:ERS O`� I ::o [ \ I ORNUS'' LORIDA _\ w :.�\. CER RUBRUM r vr�n VAR.RUBRA(2) :; ( I!� J�.P• T L. RYAN,<4 I I DO NOT CUT BURLAP FROM SIDES 520 SF LANDSCAPE i �: - _..» g JUNIPERUS DAVUR CA A _W ' _ d..• VAR.RU 2 .._ :.: :-..::w-�_.: ) OCTOBER GLORY (2) t >, -•""" -"`" .. AREA PEf2PER �<, LIGUSTRUM �•; _ .` 29 ",°= S.C.T. ^ AJC}. 1�J0��`� C 13 OF BALL. 'EXPANSA 12 SECTION 280-95(A) PROP.TREE PER µ" ( ) I ACER RUBRUM . p'"'� CORNUS FLORIDA ; PROP.TREE PER CORNUS FLORIDA X IBOLIUM r,' -»°' °''»off - I REMOVE ALL PLASTIC CORDS FROM 'OCTOBER GLORY'(3) ^~- ; VAR.RUBRA(2) 2 SECTION 280-95(A) VA RUBRA(2) 11 (75) SECTION 280 9 ( � l T,- `>r� �� TREE BA PRESENT. Z 5 A), ) ti LL IF 34 N ' `' 41 ., i JUNIPERUS DAVURICA b ) 0 'EXPAN \ , i �'"'d, '�,3-,�<•«:, :::wm,.> L. _ _�r� a;. �� --�: �:-»� r$�`"'I ��.�?'*+F<. �•" m' ':•. �,® '"' �s'v ,a'� g � �'''�` �. _i ARIS = LEYLANDIIO • � t" • n � �` ;:;; -; "*. TAd 14 9C � UPRESSOCYP - t ,.<'� ..` "', -- ». :�*` '^' yry.�,Aa:u ,M,..,:.,+3ta=r" ,x•:< 'sr,. R EVERGREEN TREE " ✓ 71C LANDSCAPE PARKING - - - _ • ACER RUBRUM \ AREA IN COMPLIANCE 1 LANDSCAPE PARKING t CORNUS FLORIDA � :, t _ _. _ _ __, z = ' 'OCTOBER GLORY'(3) WITH SECTION AREA IN COMPLIANCE VAR.RUBRA(3) i `O SOIL SAUCER,TOP W/MULCH .. t m 280-95(B)(C) f WITH SECTION ACER RUBRUM i 280-95(B)(C) 3 '' SET TOP OF ROOTBALL 1"ABOVE ' ' ( LAND NO!Af �FO�?''xf ERLY OF FINISH GRADE OCTOBER GLOP,Y (2) f Ie � � � SHREDDED BARK MULCH AT 4"DEPTH CORNUS FLORIDA � P, LES REALTY• HOLDING LLC r .a C-I �Y+ NO 1000-63-03-12 4"DEPTH OF COMPOST,INSTALL FORMERLY OF VAR.RUBRA(2) AND MIX W/PLANTING BACKFILL C°VJRLIES W.\AIITZ E CUPRESSOCYPARIS G MIXTURE ! rf aka S.0<T,IV. N110, 1000-63-013-28,1 LEYLANDII 46 `I•v � ( ) REMOVE BURLAP FROM TOP 1/3 1,r�{•:E€'r7r::E<T'i \ J = OF PLANTING BALL LANDSCAPE PLAN J � Co o PREPARED PLANTING MIXTURE 6 25%COMPOST 5 REVISED PER TOWN COMMENTS 01/28/2022 SCALE: 1" = 40' 75%TOPSOIL 4 ADDRESSED FEIS COMMENTS 05/11/2021 5 L RANGE: I TO 7.0 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 S LBS.TYPE 1-ROOT GROWTH 0 40 80 ENHANCER PER CUBIC YARD OF 2 ADDRESSED DEIS COMMENTS 07/17/2019 MIXTURE 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 BALL DIA. DO NOT EXCAVATE LOWER THAN Number Revision Description Revision Date SCALE: I" = 40' BALL DEPTH.IF EXCAVATED BELOW THE BALL DEPTH BACKFILL AND COMPACT BALL DIA.x 2 MIN. TO PREVENT SETTLEMENT. Designed By Date Submitted XISTING TREE TC 01/20/17 AT TRUNK ROPOSED + O (9 PLANT CENTER TYPICAL TREE PLANTING awn r TC\LT Date Created 08/23/16 SCALE: NTS /+PProvedBy Scale BG A STONE RETAINING S SHOWN WALLj ;. , ' ' X . '44O + + PLANT ROW Client: LAVES f`;'T;`'. ,,'.s --`: e�;b. V. PRUNE 1/5 F GROWTH& - 1 12"MAX.WALL HEIGHT + +� + TYPICAL ON CENTER <%x ,9•, a io i !. f r„ O O BROKEN BRANCHES BUT THE ENC r$,��;;�; R ji, ��' '' ''• , ,: �., SPACING AS LABELED ON 56655 ROUTE 25 e PLANTING PLAN �.-._ .•.,,._-v_...:._ _.,.x _ --..w. ..._, .__ _...<. __ ...„ _ .W. .. v _, ,__.._ _. ._,.. ,.!%�>�", �,�"`';z_.`( ,', 'I i ��;.,`r 'l?;t•`>�. '^�/F� '----� d• RETAIN LEADERS AND �" RECEIVED ' PLAN-3PACM I / NATURAL FORM OF SHRUB SOUTHOLD, NY r MIN. PLANT SET AT ORIGINAL PLANTING Proled: r �,. }" s,• t DEPTH FEB 0 3 2022 ° QTY BOTANICAL NAME COMMON NAME SIZE SPACING 3"MULCH WITHIN Southold Town 3"DEEP SHREDDED BARK MULCH AS SHOWN GRASS SEED AS SHOWN AS SHOWN Planning Board 12"MIN. EARTH SAUCER SEED 9 PLANTING BACKFILL PROVIDE FULL COVER SITE PLAN __. a :__.,'< °: ' ✓ " AS SHOWN AS SHOWN RED FLOWERING 2"CALIPER MIN,B&B. 8ECMN WHERE SHRUBS ARE PLANTED WEED BARRIER CORNUS FLORIDA VAR.RUBRA IN MASS EXCAVATE ENTIRE DOGWOOD PLANTING BED LANDSCAPE PLAN AS SHOWN HEDGE TRIMMED �'P� V§ ° ": •. a , • TYPICAL GROUND COVER LAYOUT LIGUSTRUM X IBOLIUM NORTHERN PRIVET 2 GALLON CONTAINER AS SHOWN Project Address: SCALE: NTS MIXTURES. ROOT AS SHOWN 14'-16'TALL,B&B AS SHOWN,8't O.C. 56655 ROUTE 25 = TOPSOIL MIXTURE ROOT AS ER CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS (EAST PROPERTY LINE& 134 SOUTHOLD IL 3"DEEP SHREDDED BARK MULCH BALLTP AREA ( ) BALL A.A.A.A.N STD. W SUFFOLK COUNTY, NEW YORK o AS SHOWN CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 110'TALL,B&B AS SHOWN,8't O.C. XISTING TREE a UNDISTURBED EARTH (WEST PROPERTY LINE) (61) County Tax Map Number: Contract Number: AT TRUNK 1000-63-3-15 6"MIN. PLANTING BACKFILL MIXTURE I fl I I I I I I I F AS SHOWN JUNIPERUS DAWRICA'EXPANSA' PARSONS JUNIPER 2 GALLON CONTAINER AS SHOWN Regulatory Reference Number, - �` ROPOSED :11_ - _ = �IIII p Title of Drawing: STONE RETAINING I���_L- �L 111= AS PER AS PER AS SHOWN ACER RUBRUM'OCTOBER GLORY' RED MAPLE 2.5"-3"CALIPER,B&B AS SHOWN ` `" -- . ...• WALL IITI���II: _�II�� MIN. 4•A.N.STD. A.A.N.STD. MIN AS SHOWN TAXUS X MEDIA'HICKSII' HICKS YEW 2 GALLON CONTAINER HEDGE TRIMMED LANDSCAPE PLAN b TYPICAL SHRUB PLANTING AS SHOWN SCALE: NTS TYPICAL LARGE SHRUB PLANTING ':: • ' .. ' 18 MIN. SCALE: NTS AND DETAILS TEMPORARY TREE PROTECTION NOTES EXISTING TREE TO REMAIN-SHOWN WITH LIMIT OF TREE CANOPY- CONTRACTOR TO PROVIDE TREE PROTECTION FOR ALL EXISTING TREES TO REMAIN PRIOR TO EXCAVATION,GRADING,CLEARING OR GRUBBING. SCALE: NTS FINISH GRADE(LAWN) 1.SPRY ALL PLANTS WITH ANTI-DESSICANT. TREE PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON THIS SHEET. CONTINUOUS CLEAN, �- SHARP,&SMOOTH 2.SHRUB SHALL HAVE SAME RELATION TO FINISH GRADE -p' �.• j SHOVEL OR TROWEL AS EXISTED AT NURSERY. t2 ock__.. o SHAPED EDGE EXISTING TREE DESCRIPTION AND SIZE BETWEEN LAWN AND 3.IF BALLED&BURLAPPED,REMOVE TOP 1/3 OF BURLAP. NOTE: Drawing Number o 6" i >\ MULCHED AREAS -B&B-BALLED AND BURLAP e:'• ,. ' ' n / FINISH GRADE(MULCH) 4.REMOVE ALL PLASTIC&WIRE TAGS ALL TREES,SHRUBS,AND GROUND COVERS SHOWN TO 5. REMOVE ALL PLASTIC CORDS FROM TREE BALL,IF APPROXIMATE SCALE AT 10 YEAR MATURE SPREAD TOTALS \�\ PRESENT IN GROUPINGS OF SHRUBS,EXCAVATE ARE SUBJECT TO CHANGE BASED UPON FIELD INSPECTION. 12"MAX.WALL HEIGHT \;1% AND BACKFILL ENTIRE SHRUB BED AREA , � 00 WPREPARED BACKFILL ALL TOPSOIL FOR PLANTING SHOULD HAVE A LABORATORY 6 TESTED ORGANIC VALUE OF 5%MINIMUM.SOIL SHALL HAVE A E PH VALUE BETWEEN 6-8.SOIL SHALL BE FREE OF ALL STONES Sheet of o NOTE: PERMANENT TREE PROTECTION AND ORGANIC MATTER LARGER THAN 11/2"DIAMETER.SOIL a 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 16 p GREATER OR LESS THAN 1:2 SLOPE OR 1' SCALE: NTS SCALE: NTS CUBIC YARDS OF WELL ROTTED MANURE PER CUBIC YARDS PWGC Project Number, OF TOPSOIL. w w GRADE CHANGE. Unauthorized alteration oradditlon F L CONTRACTOR TO PROVIDE PROTECTION FOR EXISTING TREES to this drawing and related documents AVG 1 601 L Is a violation of Section 7209 LL a SHOWN ON PLAN. OflheNew York State Education Law o a a Strategic Environmental and Engineering Solutions NOW 4 , 1 630 Johnson Avenue. Suite 7 Bohemia NY 11716-2618 635 -Ph 3 . Fax: (631) 589-8705 g one' (631) 589 E-mail: INFO PWGROSSER.COM i CONSULTANTS , 1 : , " „ „ 'i , , ' , / 1 t " < i e 1 'E • i , # t i , , , o , 1 . : lu 3 ro z , n € r" • r, , , • t'. 1 , , , i , r , _ , 7 r✓ r,l w. ..,�.., , I LIGHTING PLAN , AS1 LED AREA LUMINAIRE 75 WATT 5 REVISED PER TOWN COMMENTS 1/28/2022 MODEL : AS1 LED 42C 530 50K SR3 4 rr _ r � 4 ADDRESSED FEIS COMMENTS 05/11/2021 SCALE: 1 — 40 MVOLT-BRONZE 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 " , 1 (10' MOUNTING) 2 IADDRESSED DEIS COMMENTS 07/17/2019 0 40 80 I SINGLE PHASE, 208 VOLT 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date SCALE: 1" = 40' 1 ( Designed By Date Submitted 01/20/17 TC 3MH 1 10'-0: HIGH x4"SQUARE Drawn By TC\LT Date Created 08/23/16 ALUMINIUM LIGHT POLE, Approved By Scale NOTES i SMOOTH ALUMIUM 6063-T6 client: BG AS SHOWN ALLOY, 0.125 MIN. WALL THE ENCLAVES 1.DIRECT BURIAL CABLE 6"OR 12"BEHIND EDGE OF PAVEMENT THROUGHOUT AND AT A DEPTH OF 2'-0"BELOW I THICKNESS — — 2MH FINAL GRADE. I MANUFACTURER: U 56655 ROUTE 25SS MANUFACTURING INC. SOUTHOLD, NY 2.CABLE IN PVC OR GALV. IRON ELECTRIC CONDUIT WHERE CABLES CROSS WALKS OR DRIVEWAYS,SIZED AS MODEL: USS 40A10AB-SQ Project: i FEB ® � 2022 INDICATED AND 2'-0"BELOW FINISHED GRADE,AND AT LEAST 2'-0"BEYOND EACH WALK OR PAVEMENT EDGE. 3. LED 75 WATT FIXTURES AND POLES AS SPECIFIED. S uo thold Town 2#12 THW+ 1 #12 SITE PLAN Planning Board 1MH 1 4. LARGE DIAMETER CABLES ARE REQUIRED TO MAINTAIN NO MORE THAN 3%VOLTAGE DROP AT EACH FIXTURE. ' GROUND TO FIXTURE SITE 5.SPLICING OF VARIOUS SIZE CABLES SHALL BE DONE IN BASE OF POLE AND SPLICES S-IALL BE WATERPROOF. 1 EXTRUDED HANDHOLE LIGHTING PLAN Project Address: SPLICE IN POLE 56655 ROUTE 25 OMH NOTE AT HANDHOLE SOUTHOLD 3/4" DIA. GALVANIZED ANCHOR BOLTS 1 FUTURE EVENT SPACE LIGHTING FIXTURES TO BE SIMILAR TO THE HOTEL BUILDING FIXTURES, � 1 MIN. 28"LONG 4 EACH PER POLE SUFFOLK COUNTY, NEW YORKASTM A576 (IYP.) County Tax Map Number: Contract Number: ' � 1 1000-63-3-15 Regulatory Reference Number: Title of Drawing: 1MH - 10.0 GRADE 2" I 2" GRADE W 5.0 8 S L rr SITE: TING 4 2" DIA. SCH. 40 PVC AND DETAILS 2MH _I ELECTRICAL MIN. BURY CONDUIT WITH TWO 2'-6" 1.0 (2)#10 RR-USE-2 0.5 1._.._: .._.........a.._ COPPER .5 6-3/8" v ri _: . . ._... . ._._ ... S PLUS 41-6" MIN. DEPTH : � RR-USE3MH • Drawing Number.GROUND U 13" ........ .. o I 0.1 22-1/4" 1..__ ,.`...... ................,_L.........F.......,..,. ..........._I_. 4,000 PSI CONCRETE WITHErr X6" IOU010/10 WELDED WIRE FABRIC .' na _, REINFORCED......._ � W m MANUFACTURER: FECO(DIVISION s4 »......`—i.......... ........ - Sheet of d N 4MH 3MH 2MH 1MH MH = MJTING HEKQI{�-I 2MH 3MH 4MH OF OLDCASTLE PRECAST ...._..._..c...:..... ;'...__....._.•'_....... ...:. PROVIDE SHOP DRAWINGS BEFORE 11 16 CASTING BASES PWGC Project Number: 1Y AS1 LED LUMINAIRE SKETCH -- ``}--__ _. �� - - -;-__ -- w .. 10' POLE LIGHT PHOTOMETRICS Unauthorized alteration oraddtion 'ur" SCALE:11-11/7=11'-O to this drawing andrelateddocumeMs AVG1601 U SCALE: 1"=10' „ „ is a violation of Section documents �o 16 W x 16 D of the New York State Education Law r— �B a a w z N M _ - - I TOWN HARBOR " w � M - - - LANE 007 cV�- /777zN o = go LJ 0ILL0 > o P� Cr o o LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF ,�.� Z VALERIE M.SCOPAZ PROPOSED PERVIOUS I RCE M D LAND NOW OR FORMERLY OF REMOVE S.C.T.M. NO. 1000-63-03-16 RESTAURANT PARKING PROPOSED 6.6 FORCE MAIN Strategic Environmental and Engineering Solutions O N HIGH STOCKADE ANTHONY FORGIONE EXISTING z >- ~ WOOD POSTS (GRASS PAVERS) FENCE PROPOSED 100%-� S.C.T.M. NO. 1000-63-03-17.3 PROPOSED6,5'HIGH VINCENT DOLOMITE&ILEANA DOLOMITE 0 z rJ WITH NETTING PROPOSED 6.6HIGH LINE OF EXISTING FENCE EXISTING ISTORY FRAME ROPOSED VALVE qy LEACHING POOL WOODEN STOCKADE FENCE REMOVE S.C.T.M. NO. 1000-63-03-17.4 PROPOSED6.5' c z O U5 Z I ° °j STOCKADE FENCE DRIVEWAYTOBE SHED TO BE RENOVATED AND ! / • / 4 \ \ ' EXPANSION AREA REMOVE W/ACOUSTIC BARRIER w ' F- <, o REMOVED INCORPORATED INTO MAIN CHAMBER �, :• . EXISTING HIGH STOCKADE m Z RELOCATE EXISTING 1 STRUCTURE d 1 � o v ?7 ,� a •- .. STORY FRAME , EXISTING ROPOSED SEWER FENCE FENCE m ,, ( 310.00' PROPOSED 10 DIA. FENCE ---o ll ° ;._l ,/,, � $07°44,4p,E ` GARAGE TO REMAIN 26 .. HOUSE CONNECTION 2.a - BY 15' EFF. DEPTH V� zg 622.78' 2a �- 3o so7°38'10^E _ =- _... _ .-..- - -- --...............- "_- _ _-.._ i 630 Johnson Avenue. . Suite 7 LEACHING POOL 3i �-- _ _. ,. ° _ a SIGN (TYP OF 5) - _ s s- s s L - Ph 9 8705 a-re-c%'o-n., :<.,,w-w•ro-'°'"-°•.cr-a--n--o--•'n'- "'.w;h®-3 a,�`r tis � s s--- s--- -;8:,1i:':F i;s « T - - Bohemia NY 11716 2618 „rfC,. e e-j EXIST L ___--PROPOSED one: (631) 589-6353 . Fax: (631) 58 - PROPOSED STP r>^ r' f� {. ` �t"" _ s S-8= • NEW PROPOSED well �( >- $"� _ �� P s s ` REL AT =� PUMP STATION -� �^-c.��-ZF_ s- g- _ s 8 s 8_ g 6 6 s _ \ ( E-mail: INFO@PWGROSSER.COM CONTROL a ..x. 31 O s s s 29 s- s- s-_ s s s s -��s \" DRIVEWAY IRR NWELL ( 0[iN 8-- $-- g \ BUILDING (10'X23') t! OPERVIOUS i 30 S- s S �, s I 2 w _ 6 PROPOSED o OVER G s � j � ' €____ i I I ��� CONSULTANTS o . ._." . r'" '�J EXISTING .1 e j j �� :.... REMOVEDTO6E _. a :> „" `7Sr ? a EFFLUENT FLOW \\ _ 8 1 � po ✓' Cf) METER O - --� / " -. �� �_ s_ _ s _O Y STRUCTURE TO REMAIN I z s EXISTING TO 2 STORY 2 a >- cb Ill 5 `` - O PROPOSED RESTAURANT % 1 SIGN PROPOSED 0 / 29 j 26.5 ARB GE s FF:27.5 :cla l i 28 27- s s s aREaB B- 8 a_ , 0 SEWAGE X \ 75 0 - FUTURE 1-STORY TREATMENT 3. x 1 j ¢ \ EVENT SPACE 26 s 0 0 S ,I \ T��_ PROPOSEDADDITIONTO ROPOSED 10' a ¢ FF.EL.32.0' w PLANT AND 100% s s s ��� w w w DIA. BY 5 LIQUID EXPANSION AREA x 50' �` S 22'-0' „ EXISTINGST RD' z z PROPOSED �_ g $ o � 29 a /slate 26 a DEPTH GREASE a OPOSE PERVIOUS o WATER SERVICE X o O j O __- ® o �4 / �, EXISTIING WALKWAYNPROPOSED ( 25' 8; s 3 3 _ b,. , 3_�3 rTZ Zs a _. 3 3 qo agpgq° aggqqqaqqqq°q®°ggqqqqq❑ aar-n�, ar«-,,rxnn ,tg ac � Slat (GRASSP VERS) OPOSED ° '�� � TO BE ' 0 0 0 LAWIIISCULPTURE a MECHANICAL s PROPOSED 8.5 HK;H p GARDEN m , X s a REMOVED a � O Q Z 75' S0 I z7 F o a a a 3 11 I 0 H H U W TER SERVICE SCREEN s WOODEN STOCKAD�f• CE O W/ACOUSTIC BARRIER Ol $ w Q PROPOSE x - _ �� I ps W w CONSTANT I - GRADE EL.30:� o HEAD BOX X O cc \Fp !'-- \ c° NLZN PROPOSED DRIVEWAY ' w EQUALPROPOIZATDION COTTAGEI \Fp M AND PARKING Z zi zo a PROPOSE6 HOT _ PARKING TUB CHESS BOARD \ q S �."""- ° 3 1 � U LL O v PUMP STATION 25 1 AREA s s �( \ ® FOS_ ~ U- M h'' M // u_ W {-RD" POOL CABANAS f __FP F a r p P F FP-L_ _ .M -Mp_° M _ M _ M M - PROPOSED a TW:30.5 -`�IW:330.5___- D�COf2ATIVE �, SHED N04 5'20 V SEWER MAIN 1s I r = O -Bw:2zz5 Bw: .z5 _ < r 32 ,` - I" POND 0 178.00' I COTTAGE \ 26.5 ,c' HOT '+.,, 1 ; 2s s TUB j'_ PROPOSED 2.5'H \ )a ' PROPOSED 6.5'HIGH 1 "�TAINING WALL GRADE EL.27.5' + �~ --PROPOSED , ., 1 w v� 26 WOODEN ~ Q I HOT EL 725 ~� 1 STOCKADE FENCE Z ! 11 a WATER SERVICE ce I TUB I o _U z . . I W p 1 ! - ' 0F O q` � LL Z ¢ W: _ a ` O o r O e I HOT COTTAGE 3 q c M ' N TUB "' POOL AREA SI q Z O R O PLA CORTS a o o G 4 ' W )J GRADE EL 27.5' HOT j '11 ° `" (n ?o 0 o m C(. TUB p o D_ cb i j W 01 o v 5l\ COTTAGE °•RD O BW:27.20 BW:27.25 -" `�` o ° LAND NOW OR FORMERLY OF G 1 I - _._-- .-c - W // . HOT v. --. a �° o PROPOSED J TUB TW: .5 RAMP- 1W:30.5 RAMP Q r_____ - ;, © z z LIRF2 N PARKING o $ w := =-j 0 28` 0 1 EUGEN TOMASIC&MIRELLA TOMASIC PROPERTY AREA 10 !S.,l q ,� S.C.T.M. N0. 1000-63-03-14 LOC " _- II UST LANE WALKWAY day ;Dopar. �ggrSq6]qq]qq&Fqqqq a cqu:x� y�, p pq{��+ 0 O _ __.._..2+ !a CI Cf S] gtltl13 KA[]q:l OK7°•f C3ggq Lu L4 4]C] +t`9�Y. °�SQ Nt3 c1 E44S'Is bk]t�C ill C]q CFRr.I C.i[}Pdn Cg4K4 K14"t[1 CUi uu I LINE Z 11 - - i 26 3 Ci VA U kii �-J ARBA AREA ~ ` _ __- 3 29 .. .. . ..-.. , cb 32 �`� PROPOSED PARKING AREA 31 o SIGN NEW PROPOSED DRIVEWAY LAND NOW OR FORMERLY OF M �, JANET L.RYAN 27 34 3o S.C.T.M. NO. 1000-63-03-13 I ! 00 00 34 -4---n-ck Q-fl"-° -a"--n-n 00W 1� ---n---n--a---o----o-fl--O- °._-° - / N05°3()'50"W oy 616.57' - -�,�_ ---..� -„-�--°---•-�,-0--o a ��--° o °---., j 33 PROPOSED 6.5'HIGH 1 \ -` __ 7 WOODEN ( \ ---26 N STOCKADE FENCE LAND N WOR FORMERLY OF 29 / t 5 REVISED PER TOWN COMMENTS 01/28/2022 / CHARLES W.WITZKE / 3� 1 4 ADDRESSED FEIS COMMENTS 05/11/2021 S.C.T.M. NO. 1000-63-03-28.1 31 LAND NOW OR FORMERLY OF 3 REVISED PER CLIENT'S REQUEST 02/18/2021 PILLES REALTY HOLDING LLC 2 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 _ 32 S.C.T.M. NO. 1000-63-03-12 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 - N 50 30'50"W PROPOSED SITE PLAN Number Revision Description Revision Date Designed By Date Submitted 1.34' ` SCALE: 1" = 40' Tc 01/20/17 33 Drawn By Date Created 0 40 80 TOLT 08/23/16 Approved BY Scale BG AS SHOWN SCALE: 1" = 40' Client THE ENCLAVES RECEIVED . .. �, ... _. ., ...., .. , -._...._. _NN,.._,..,._.,. ..._.. �.W ,.._.w_. �.. ti.... ..µ.u. .,. ,. . _-N...., _. 56655 ROUTE 25 � SOUTHOLD, NY FEB 0 3 2022 Pte. Southold Town ALLOWABLE SANITARY DENSITY FLOW STP DESIGN FLOW Planning Board 6.75 ACRES X 600 GPD/ACRE=4,050 GPD PROPOSED RESTAURANT DESIGN FLOW OVERALL SITE PLAN PROPOSED SANITARY DENSITY FLOW 74 SEATS X 30 GPD/SEAT=2,220 GPD 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD PROPOSED 44 UNIT HOTEL SANITARY LAYOUT 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GPD Project Address: 250 SEATS EVENT SPACE X 5 GPD/SEAT =1,250 GPD 150 GPD/UNIT X 44 UNITS=6,600 GPD 56655 ROUTE 25 TOTAL SANITARY FLOW =8,590 GPD SOUTHOLD PROPOSED EVENT SPACE DESIGN FLOW SUFFOLK COUNTY, NEW YORK SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP)HAS BEEN PROVIDED. County Tax Map Number: Contract Number: 250 SEATS X 7.5 GPD/SEAT=1,875 GPD 1000-63-3-15 Regulatory Reference Number. PROPOSED RESTAURANT-GREASE TRAP SIZING REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+1,875 GPD=10,695 GPD - PROPOSED 74 SEATS RESTAURANT Title of Drawing: LEACHING POOL DESIGN KITCHEN FLOW 20 GPD/SEAT X 74 SEATS=1,480 GPD PROPOSED SITE 0,695 GPD/5 GPD/SF=2,139 SF U PROPOSED 250 SEAT; EVENT SPACE PROVIDED: NEW LEACHING POOLS KITCHEN FLOW 2.5 GPD/SEAT X 250 SEATS=625 GPD 10'DIA,LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) LAYOUT AND 2,139 SF/31.4 SF/LF =68.12 LF TOTAL KITCHEN FLOW: 1,480 GPD+625 GPC=2,105 GPD FIVE(5)OF 10'DIA.BY 15'EFF.DEPTH LEACHING POOLS UTILITIES PLAN 75 VLF PROVIDED; GREASE TRAP DESIGN REQUIRED: 2,105 GPD X 1 DAY=2,105 GPD Draw ng Number: y 0 PROVIDED: (1)10'DIA.x 5'LIQUID DEPTH GREASE TRAP(2,500 GAL) a ® z LU Sheet of o" • a� 12 16 p; PWGC Project Number. uu w Unauthorized and relatedaflon documents AVG1601 Z N to this dravring and related documents addition Lq Ex Is a violation of Section 7209 LL ¢o of the New York State Education Law o 'S J a a LAND NOW OR FORMERLY OF ANTHONY FORGIONE LAND NOW OR FORMERLY OF - PROPOSED 100% S.C.T.M. NO. 1000-63-03-17.3 PROPOSED6.5' HIGH VINCENT DOLOMITE & ILEANA DOLOP LEACHING POOL WOODEN STOCKADE FENCE I REMOVE S.C.T.M. NO. 1000-63-03-17.4 EXPANSION AREA REMOVE W/ACOUSTIC BARRIER EXISTING Strategic Environmental and Engineering Solutions EXISTING ROPOSED SEWER FENCE u PROPOSED 10 DIA. FENCE HOUSE CONNECTION ' `' '' * ® ' ' { BY 15' EFF. DEPTH ?0 2 "` 622.78' 30 SQ7°38'1 Q"E '�--- -- 630 Johnson Avenue. . Suite 7 LEACHING POOL 31 _ - –'��' �–' Bohemia - NY. 11716-2618 G - - _-Mill ' � e - Phone: (631) 589-6353 . Fax: (631) 589-8705 (TYP OF 5� E-mail: INFO@PWGROSSER.COM i B— F PROPOSED STP CONSULTANTS .•'. B--'s-- B-- S B__-.__S--- S— B— S — S--S----- S _. 8_._.__ S--_. 8_.__— 8 CONTROL g 29 31 II �� -� � • . B— S— ��� PROPOSED B— S— B- BUILDING (10'X231) � 1 B— B— -= R O PERVIOUS i 30 _ OVER - PROPOSED ° / PARKINGg 9 EFFLUENT FLOW 1 METER _. .._ PROPOSED X," a X �, SEWAGE. ' X �� g 75 z PROPOSED HOTEL Y TREATMIENT ° 5 a FF EL. 32.0' PLANT AND 100% x ! X EXPANSION AREA 50 0 PROPOSED WATER SERVICE S PROPOSED — MECHANICAL � \\ 50' B 75� B-�B I PROPOSED 6.5' HIGH � SCREEN S'B�B X WOODEN STOCKADE FN CE ACOUSTIC BARRI 27 PROPOSE , - CONSTANT X � �'- �� � '�® � I GRADE EL. 30.5' HEAD BOX - .t o PROPOSED x ; /—PROPOSED1 HOT COTTAGE 1 EQUALIZATION 25 PARKING . TUB ( �® CHESS BOARD B B B_B B PUMP S1-ATION AREA j POOL CABANAS PROPOSED � - i } TW: 30.5 `TW: 30.5 SEWER MAIN 16 I . ® �� BW: 27.25 BW: 27.25 : - 32 - t -C' 7 6 REVISED PER TOWN COMMENTS 01/28/2022 COTTAGE 2 Rp 5 ADDRESSED FEIS COMMENTS 05/11/2021 O HOT 11 , PROPOSED 2.5' H 4 REVISED PER CLIENT'S REQUEST 02/18/2021 d' �► I 2• TUB 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 S S 9-9 B RETAINING WALL ` r 2 ADDRESSED DEIS COMMENTS 07/17/2019 GRADE EL.27.5 +E�: 725 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 (W Number Revision Description Revision Date QI f HOT TUB Designed By Date Submitted z . r, TC 01/20/17 Drawn By Date Created _ _ a TQLT 08/23/16 Approved By BG scale AS SHOWN a I HOT COTTAGE 3 RIDGE -_IDG W . POOL AREA Client: ;� cn i TUB THE ENCLAVES o B B B B 56655 ROUTE 25 RECEIVED d RD COURTS SOUTHOLD, NY FEB 0 3 2022 GRADE EL. 27.5' Project: SOUthUld 1OVVn LU HOT - l—_ - - - -- TUB \ Planning Board � I RD . COTTAGE 4 O s BW: 27.20 BW: 27.25 PARTIAL SITE PLAN HOT � � �- � PROPOSED I _ TUB TW: 30.5 RAMP TW: 30.5 RAMP O N PARKING B B B � SANITARY LAYOUT L I R R c.n.r, ,, tih �YwVww� u Project Address: N AREA -- - - - -- PROPERTY 10 WALKWAY 56655 ROUTE 25 LINE Z 11 SOUTHOLD SUFFOLK COUNTY, NEW YORK 20 / :.......... ............_.._. County Tax Map Number, Contract Number. ' L 0 0 0 t 1000-63-3-15 Regulatory Reference Number Title of Drawing: PROPOSED HOTEL SITE PLAN ,r _ r PROPOSED SITE SCALE: 1 - 20 0 20 40 LAYOUT A N D - ' UTILITIES PLAN SCALE: 1 - 20 N N Cil Drawing Number: o 0 AN a U N 10 • O 6 0 / ® U / m m Sheet of 5 13 16 4" L • a � F PWGC Prqect Number. u7 Unauthorized alteration eddocu en AVG1601 J to this drawing and related documents w Is a violation of Section 7209 o of the New York State Education Law o J a a Strategic Environmental and Engineering Solutions 77, ;. 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 PROPOSED PERVIOUS FORCE MAIN S.C.T.M. NO. 1000-63-03-16 RESTAURANT PARKING PROPOSED 6.5' 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 ANG REMOVED INCORPORATED INTO MAIN CHAMBER RELOCATE EXISTING 1 STRUCTURE a STORY FRAME 307044140„E GARAGE TO REMAIN 26 310.00' SIGN EXIST ELL :W� PROPOSED 0 \s. NEW PROPOSED ` well E \” PUMP STATION DRIVEWAY I RELOCAT s I IRR ON WELL 26 N m I pi ------ -----J L_ _ O — EXISTING TO BE Z (If \ s\ s REMOVED ' -- s r EXISTING TO 2 STORY 2(, z cb 6— 6 6 p STRUCTURE TO REMAIN i SIGN 26.5 sem, GARB GE PROPOSED RESTAURANT r _ ❑ FF: 27.5 cb 6 8 6 i 28 6— .-AREA- 27 8 8 S— - 6 9 6 9__ 9 3 3 6_ S— / w .........._....._.. _ 26 s, �/� `�I O I O 6 8 6 S 8 I I - - U) A 7 %.. .._ - __ - ---------- rr _. __ _ _ _._._ _ _ ___ ___ _..,_. ----------- \PROPOSED ADDITION TO RD - ', d RO POS E D 10' D_ 221-01' �,.� EXISTING STRUCTUREW W DIA. BY 5' L I Q U I D 26 Z Z a /slate ;� __ `~ DEPTH GREASE s O J 5 WALKWAY �� AP4 REVISED PER TOWN COMMENTS 01/28/2022 ' 1 ( ® / 3 3_- Y�� 3 ROPOSE PERVIOUS O —�-- 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 Y• 3 0 Z z GN 2 ADDRESSED DEIS COMMENTS 07/17/2019 _'J a,_a :_ L Li L_ ate- 3 r—1 Rt'MU TaE�RKING 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 i 3 sbn Description Kms., r c� c n TC�ECr� '° � slate�_� EXISTING TO BE (GRASS P VERS) 3- '' OPOSED Number Rev p Revision Date 3— 300 3— % REMOVED 0 z WATER SERVICE DesinedB 3"' • 3__ 3 /� .R 3 3 3 3 3 3 3 3 3 3 0 M /-�\ 9 Y T� Date Submitted 01/20/17 W ■L=`' Drawn By Date Created 11 0 U TMT 08/23/16 d° U C Approved BY Scale 3 W Q BG AS SHOWN Client: THE ENCLAVES RECEIVED 56655 ROUTE 25 r— `` �' SOUTHOLD NY ` NEW PROPOSED DRIVEWAY ILl cif FEB ® 2022 AND PARKING : w z z " Project: ®� Z a Southo d Town r_ J U U ° Planning Board _ PARTIAL SITE PLAN ir: rw. �' LL LL M M M M � LLQ FP FP hF q, /LVL ro _ _ _ ~ SANITARY LAYOUT FP Fp F P P FP FP FPM F M FP FP FP / FP��L Fp M FP 4=--G F--p��—.__p--n=P -_—p-- _ M a--_.o___fl—_.Q M N' M M M M M ��M f- W FF �FP FP FP__..�-- �P_.__n � M !'- - e — _ _- _�ii—�--OEM F Project Address: —__-�— FP SHED N04°4 5'20 1752 nn' - - -ra - - .r 56655 ROUTE 25 PROPOSED RESTAURANT SITE PLAN SOUTHOLD SCALE: 1 20' SUFFOLK COUNTY' NEW YORK " = County Tax Map Number: Contract Number. 1000-63-3-15 0 20 40 Regulatory Reference Number: _ Title of Drawing: SCALE: 1" = 20' PROPOSED SITE U LAYOUT A N D N UTILITIES PLAN N Drawing Number 0 a U W 5 Z / m m / 5• Sheet of 4 N 14 16 TF� 3TF;gg PWGC Project Number. Unauthorized drawing and alteration odocumen AVG 1601 W F- to this drawin and related documents w is a violation of Section 7209 o of the New York State Education Law o 3 0 a a AMERICAN MADE C.I.FRAME O.D.PLUS 2'MAX WITH SLOTTED COVER OR C.I.FRAME WITH (SEE NOTE BELOW) COVER BY NEENAH,LID FINISH LAYER MATERIAL CAMBELL OR APPROVEDEQUAL RIM ELEV.,. GRADE ADJUST TO FINISHED PAVEMENT I CURB LINE ...................I.................. . GRADE WITH BRICK FRAME&GRATE SOILS IN EXCESS OF 9"BELOW I ALLOW 4"MIN.FOR Strategic Environmental and Engineering Solutions FINISH GRADE 1'MINIMUM,4'MAXIMUM SIZE OPENING FOR o / o o / PAVEMENT SUBGRADE - ADJUSTING OF COMPACTED TO 90%AASHTO +�1 T, CASTING CASTING T-99 . 2"DIA.PIPE AT 1.0%MIN. ■ r •e ■ ®i�-�■.' _ . .iir — 'ally . . . . . . . . . . . . . . (MATERIAL AS PER DESIGN) CONC. . . . . . . . . . . . . . . REINFORCE CLASS IV RCP PIPE LIMIT OF WORKF1 DOWNSPOUT p p pD © SLAB COVER '/• ® I� ® ® ■ BY SITE CONTRACTOR E�1 DRAINAGE RINGS WRAPPEDGRADE O.D. . . 3`-0� 3-0" WITH GEOTEXTILE FABRIC CAST IRON CLEANOUT WITH BRASS FERRULE MIN ; __ _ MIN SUPAC4NP OR 630 Johnson Avenue. . Suite 7 BACKFILL ABOVE SPRINGLINE T . . . . . . .. . . . . BE PLACED IN I2"LIFTS � I (CAST IRON PIPE PAINTED TO COLOR ( p©© © C� _ I � — T — —— #30 ASPHALT 1 SPECIFIED BY ARCHITECT.) ❑ -71� © C _ _• APPROVED EQUAL — ROOFING FELT T Bohemia . NY . 11716-2618 L T-O"MIN. RING DEPTH VARIES T PAST GRAVEL Phone: (631) 589-6353 . Fax: (631) 589-8705 IN. ' FIRST FLOOR 18" ) AS PER DESIGN © � © D 6"– COLLAR E-mail: INFO@PWGROSSER.COM PRE-SHAPED FOUNDATION OR p©� © � © © © © TYP SPRINGLINE • .. D W _ V FLAT FOUNDATION WITH GRADE BACKFILL UNDER AND _ BACKFILL TAMPED INTO PIPE ❑©� © ❑. ._..._ __. _. AROUND DRYWELL WITH REINFORCED HAUNCHES AT CONTRACTORS PVC(SDR18)PIPE FITTINGS SIZE TO BE GRANULAR MATERIAL –►{1U"� CONCRETE PRECAST CONSULTANTS CONTAINING LESS THAN RINGS DISCRETION COORDINATED WITH DOWNSPOUT 15%FINE SAND,SILT,& LEACHING RING ©O© 0 C CLAY. SILT&CLAY FERNCO SERIES 105G COUPLING FOR CAST u_ IRON TO PVC PIPE ❑©© 0 FRACTION NOT TO BEDDING(CLASS I,II,OR III) mm' 4, EXCEED 5%) 4" © ® © WHERE UNSUITABLE MATERIAL <• ©O© © C A BACKFILL PLACED ALTERNATELY IS ENCOUNTERED DURING TO DRAINAGE SYSTEM NP' TYPICAL 12" IN 6"LIFTS ON BOTH SIDES OF EXCAVATION OF PIPE ° :, p©© © _ - M DRAINAGE RING TRENCHES. 5,-0"–� PVC(DR 18)@ 1.0/°MIN. 11..._,__,_,_._ �10"� GRAVEL COLLAR 3'-0" PIPE UP TO SPRINGLINE 8" 3-0"MIN.TO MIN.ALL AROUND ELEVATION GROUNDWATER NOTE: 1' LEACHING RING p GROUNDWATER_ BACKFILL UNDER AND NOTE 1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITECTURAL PLANS. - AROUND DRYWELL WITH 12 0"H GRANULAR MATERIAL 1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 6-0',THE CONTRACTOR MUST PROVIDE SIX(6)FOOT MIN. 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 SHALLOW. -- --– - '-:..... _ MATERIAL IF SAID CLAY. (SILT&CLAY 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 POND TRENCH SYSTEM) NOTE: FIRST SIX(6)FEET BELOW NOTE: PRECAST CONCRETE 3- SAWCUT 2'BEYOND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED. THE BOTTOM OF THE LAST FOOTING 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. PIPE TRENCH DETAIL WITH THE EXCAVATION OF --- DRAINAGE LEACHING POOL THE SIX(6)FOOT MIN. DRAINAGE - LEACHING CATCH BASIN SCALE: NTS CIRCULAR WICK, TIL SCALE: NTS APPROVED PENNENTRATION SCALE: NTS IS A(.HFIVFr) NYLOPLAST 24" DRAIN BASIN: 2824AG CAST IRON CURB INLET TRAFFIC BEARING BICYCLE SAFE(BY ©®INTEGRATED DUCTILE IRON FRAME&GRATE TO 'CAMPBELL') MATCH BASIN O.D. ALLOW 4"FOR FINAL OQo \ 18"MIN WIDTH GUIDELINE ADJUSTMENT OF FRAME 2'-6" �DOOQDo � I o 8 . . . 0 .-, 8" I MINIMUM PIPE BURIAL { ; RT HEIGHTS DEPTH PER PIPE ®VAAILABLE(AIABLE CCORDING TO MANUFACTURER 8"MIN THICKNESS GUIDELINE I PLANS/iAKE OFF) RECOMMENDATION TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE 10'-0" 10'-0" (9ADAPTER Ce'O p #4 BARS IN TOP SLAB(4"O.C.) ANGLES PURPOSES ONLY.ACTUAL CONCRETE SLAB MUST BE DESIGNED a v VARIABLE o-360• TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC o� ACC�I NO TO LOADING,&OTHER APPLICABLE DESIGN FACTORS. GROUT AROUND ENTIRE PIPE 18"MIN. 3 CORRUGATED HDPE DRAIN PIPE DRAINAGE PIPE SEWER MAIN OR I 6' )0.5%MIN. OR APPROVED EQUAL I 3 OP ING HOUSE CONNECTION I ACCORDING TO PLANS(6"MIN) - 4'-0" VARIOUS TYPES OF INLET&OUTLETADAPTERS 4"MIN I ®VARIABLE SUMP DEPTH 18"MIN. AVAILABLE:4"-24"FOR CORRUGATED HDPE (ADS N-12,ADS SINGLE WALL,HANCOR DUAL WALL), I POLYPROPYLENE COATEDY" SDR 35,SCH 40 DWV,CORRUGATED&RIBBED PVC STEEL RUNGS @ 12"O.C. 10'-0" 10'-0" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PIPE INVERT (A)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-GRATEMOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-05, 3'-0" WITH GRAVEL ®-FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-05 SUR UNIFFACE ORMLY DRAINAGE INLETS HALL BE WITASTM D23 PLACED&COMPACTED 67 1. ®-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84•DUE TO SHIPPING RESTRICTIONS. EE DRAWING NO.7001-110-065 s I 5 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 6" 4 FOR CORRUGATED 14DPE(ADS&HANCOR DUAL WALL)&SDR 35 PVC 4 REVISED PER TOWN COMMENTS 01/28/2022 .� a4, 8" Q-ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0•TO350•.TO DETERMINE MINIMUM _ %`?('N 1 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 -- .:..tt�•..'.�- ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-013. xc; °' 2 ADDRESSED DEIS COMMENTS 07/17/2019 4 O G a7 Cz 4 C9 O O C7 C I GRATE OPTIONS LOAD RATING PART II DRAWING# THIS PRIM DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS THE RECEIPT OR 3130 VERONA AVE ` PEDESTRIAN MEETSH-10 2499CGP 7001-110218 POSSES51ONOFTMSPRINT DOES NOTCONFER,TRANSFER,OR LICENSE THE USE OF THE DESIGN ORTECHNICAL BUFORD,GA 30518 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 1'-8"---ice–1'-6" 1'-8"–�;�–UNDISTURBED SUBGRADE STANDARD MEETSH-2024990GS 7001-110217_ INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN,OR ® PHN(770)932.2443 Number Revision Description Revision Date 4'-4" 8" SOLID COVER M SETS H-20 2499000 7001-110-218 MANUFACTURE OF ANY ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN,ENCEPT BY SPECIFIC Ny��last FAX(770)932.2490 DOME NIA 2499OGD 7001.110219 WRITTEN PERMISSION FROM NYLOPLAST. r a www.nl4oplest-us.eom DROP INGRATE LIGHT DUTY 2401 DI 7D01.110-075 TITLE Designed By rt Date Submitted r� SIDE VIEW TOP VIEW 241N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 1'C 01/20/1/ DWG N0. 7001-110.192 REV B Drawn By Date Created DRAINAGE - CATCH BASIN DRAINAGE / SEWER CROSSING DETAIL TQLT 08/23/16 SCALE: NTS CATCH BASIN DETAIL sc as sx°` Approved By Scale SCALE: NTS Client: SCALE:NOT TO SCALE THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project: RECEIVED WATERPROOF INTERIOR FACE OF CONCRETE RETAINING WALL WITH DRI-SEAL (OR APPROVED EQUAL)SILICONE EXTERIOR SITE PLAN FEB ® 3 2022 COLORLESS WATERPROOFING(5%). –TO- _ TOP.30.5'WALL ELEV.30.5 Southold Town Project Address: Planning Board 12"THICK POURED \// /j\° • . 56655 ROUTE 25 CONCRETE WALL \ 3.25'REVEAL 4,000 PSI \ SOUTHOLD IC SUFFOLK COUNTY, NEW YORK No.4 BARS 12"O.C. County Tax Map Number: Contact 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: TNeofDrawing: / FOOTING CONSTRUCTED ON 4 . , 4'-0" 2 TON/SQ.FT.UNDISTURBED BEARING 2"x 2"KEY SOIL,OR PROPERLY COMPACTED No.4 BARS 18"O.C.6'-0"LONG ENGINEERED FILL CERTIFIED BY A d LICENSED PROFESSIONAL SITE • � � ENGINEER. DETAILS No.4 BARS 18"O.C. /�/ / / / / LS 6-6 d W CONCRETE RETAINING WALL Drawing Number. o SCALE: NTS U 7• 0w /7 W U / m m Sheet of 4 Y 15 16 gg PWGC Project Number. i cu Unauthorized aheration or addition to this drawing and related documents AVG 1601 IS a violation of Section 7209 Qo of the New York State Education Law i;o a a r 0"(N.T.S.) N.Y.SD.O.T. ' 9"DIA. _ll r 3/4" SIGN Vo.R1-1C CAPPED WITH CONCRETE i RESERVED PARKING 30" 1o" ST P 3"GALVANIZED(WEATHER TYPICAL TRAFFIC PROCF)STEEL MOUNTING 4"WIDE BLUE STRIPE CONTROL SIN CHANJEL(TYP.)COATING TO COMFLY WITH 3'-0" NEW BLUE HANDICAP - REQUIREMENTS(SEED OTE 1) SYMBOL 6" 2"SQ.POST O 7'-0"MIN. POSTPUNCHED FULL LENGTH 6"DIA.HEAVY DUTY PIPE FILLED Strategic Environmental and Engineering Solutions q WITH 318"DIA.HOLES 1"O.C. WITH CONCRETE&PAINTED 20' ' 7- O 7'-0"MIN. YELLOW (TYp) 1 w� -J FINISHED z �. r • ! " . ® ' ' O FLOOR 630 Johnson Avenue. . Suite 7 O 18"MIN.FROM EDGE OF 1/2"PRE MOLDED BITUMINOUS Bohemia . NY . 11716-2618 42" 27"DIA _ _ 15° O PAVEMRNT TO SIGN JOINT FILLER r 4'BELOW FINISHED ' - PAVEMENT ` I Phone: (631) 589-6353 . Fax: (631) 589-8705 GRADE o - s" ✓V' �-.. I E-mail: INFO@PWGROSSER.COM �Q j �� � '?' { i 3'=0" CONCRETE Is w5, FOOTING O _ REPAIR OR REPLACE SURFACE ?' z v2"SQ.SLEEVE _- �' '•;'"' uz.i ' 4,000 PSI 10' 10' s CONSULTANTS CONCRETE FOUNDATION O 36" IN KIND " ` ` •`` 4,000 PSI 28 DAYS 42" @ O ��" •..y \, i?, �? j @ 28 DAYS J' 2112"SQ.SLEEVE - y.< 3 ;. n> PARKING STRIPING DETAIL 7" ` p DIRECT EMBEDMENT AS PER a t 3" — N.Y.S.D.O.T.REQUIREMENTS SCALE:1.} s° �._ /i,. i,,/ SCALE: NTS \."? t 6" 6" 6" BLUE PAINT 1'-0" 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"(TYP) PAVEMENT RAMP VARIES CONCRETE WALKWAY PAVEMENT SUB-BASE FILL WITH 1/2"PREFORMED SIDEWALK BITUMINOUS MATERIAL 3/"WIDE FULL DEPTH CONTINUOUS A A r Y4'LIP — EXPANSION JOINT BETWEEN CURB &CONCRETE PAVEMENT(TYP AT 6" FACE OF CURB 24"(TYP) 4" y"EXP.JT. ALL EDGES OF RAMP) 4'-0" SECTION A-A FG 5" 12 11/2" CONCRETE PAVEMENT � I_ -�, SIDEWALK z LU SIDEWALK VARIES WIDTH OF VARIES SIDEWALK h w 1 I I Wo 4'MAX, RAMP 1 4'MAX. � '_ ,,: 1 RAMpRUN DETECTABLEWARNING 4'MIN. �_ I = _ I_ I I-I I= 6X6-W3XW3 WWF �� STRIP(1 FT.N 1 FT TILES) _ � (TYP) EVENTRARVARIES CTION JOINT EVERY 20'EXPANSION JOINT SEE PLAN 12 1 1 1( 2 6" I I—I �— COMPACTED AGGREGATE BASE M ' PLAN Y2"EXP.Jl'. y"EXP.JT. COURSE RAMP RUN—� y NOTE: SECTION B-B SECTION 'AA' COMPACTED SUBGRADE LANDING 1:12 6"x 6"W2.9 DETAIL"B" °,, ,:,'' DETAIL"A" STRIPING WIDTH TO __Wk 6 Nx W2.9 W.W.F. MATCH WIDTH OF WHITE PAINTED MARKING CONCRETE TOBE 4,000 PSI @ 28 DAYS CONCRETE TO BE 4,000 PSI @ 28 DAYS �\`�' CONCRETE WALK CAST-IN-PLACE CONCRETE W! 4' BROOM FINISH LANDING COMPACTED 5"POURED CONCRETE A EJ A CONCRETE WALKWAY PLANPAVEMENT(SEE SUBGRADE P A I JOINT SPACING)PLAN FOR CONCRETE TO BE 4,000 PSI @ 28 DAYS SECTION A-A 0. \ ` TRANSITION FLARE-WALKWAY NOTES: CONCRETE TO BE 4,000 PSI @ 28 DAYS / 6'MIN. � I \F� PAVEMENT OR LAWN AREA,SEE 114"RADIUS A PLAN FOR SPECIFIC CONDITION. f ?� \ 1. THE MINIMUM WIDTH OF A SIDE CURB RAMP SHALL BE FIVE FEET 1/2 6 �` ` t3 " 1/4HAVE 2. THERE SHALL BE A LANDING AT THE TOP OF EACH CURB RAMP AND SHALL HAVE MINMUM CLEAR DIMENSIONS 1" %' OF A 48"BY 48"SQUARE. CURB SLOPE 12:1 MAX SLOP£ 3. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:1i(8.3%). RAMP — � � s.33% �;':' ��` ' , :�'•�-. 8.33�� 112"WIDE FULL DEPTH . __ EJ_ _> :;<;`,; ':; EJ 4. THE LENGTH OF THE FLARED SIDES SHALL BE AT LEAST TEN(10)TIMES THE CURB HEIGHT,MEASURED CONTINUOUS EXPANSION 24 JOINT BETWEEN CURB& " P ALONG THE CURB LINE. ) M Q\ 5. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE,FIRM AND SLIP RESISTANT. PROVIDE A COARSE CONCRETE PAVEMENT(TYP AT ALL EDGES OF RAMP) BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE OF CONCRETE RAMP SURFACES,EXCLUSIVE OF CROSSWALK DETAIL 6'MIN.TRANSITION DETECTABLE WARNING FIELDS. SCALE: NTS TRANSITION CURB(TYP BOTH 6. RAMP TRANSITION BETWEEN WALKS,GUTTERS,OR STREET SHALL BE FLUSH AND FP,EE OF ABRUPT DETECTABLE WARNING STRIP CURB TYPICAL BOTH SIDES SIDES) VERTICAL CHANGES V"MAX. 6 FLUSH INTEGRAL CURB W/Y" LIP JOINT SEALER 6" PLAN VIEW PLAN DETECTABLE WARNING STRIP DETAIL A EXPANSION MATERIAL DETAIL B FINISHED 3" 6 GRADE 1" 5" 5 CONTRACTION JOINT EXPANSION JOINT SIDEWALK RAMP DETAIL_ SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK DETAIL \\��\\��\\��\\ 2" Il 3" PAVEMENT 4 REVISESEDCOMMEN COMMENTS 01/28/2022 3 ADDRESSED COMMENTS DATED 12/9119 04/08/2020 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS z 1 ADDRESSED DEIS COMMENTS07/17/2019 18" 4.7 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date #5 BAR Designed By Date Submitted (CONTINUOUS) TC 01/20/17 Drawn By Date Created R=1" TC1LT 08/23/16 -c7 Approved By Scale � BG AS SHOWN 8"—� Client: THE ENCLAVES CONCRETE TO BE 4,000 PSI @ 28 DAYS56655 ROUTE 25 i-D -` "f " SOUTHO D, NY TERMINALRMINAL POST 2.875" BLACK VINYL PRIVACY SLATS 1-112"TOP COURSE i-O.DPIPE LINE POST 2.875"O.D.PIPE \ 2-112 BINDER COURSE MOUNTABLE CURB DETAIL project TOP RAIL THROUGHOUT TOP,DIAGONAL, AND 1.66" O.D. /// %�' /\� ` /� \/ 6"COMPACTED RCA .-1.66"O.D.PIPE LINE POST TIE 12"O.C.8 BOTTOM RAIL 1.66"O.D.PIPE BRACE RAIL \�j%\•j/ %\j/ \j�\ SCALE: NTS GAGE ALUM. P. � ) CHAIN LINK FABRIC CHAIN LINK FABRIC \j� COMPACTED SUB-GR4DE 2:X6"GA.TYPE 1 ALUM.COATED BLACK VINYL A X6"GA.TYPE 1 4X4---- X4 R=1-1/2" SITE PLAN RECEIVED F- .-RAIL TIE 18"O.C. TENSION BAR PRIVACY SLATS ALUM.COATED ,x FINISHED 6" /-TENSION BAND 12"O.C. 1.66" O.D.BRACE RAIL /-BRACE BAND �LINEPOSTLOOPTOP — --------------------------------------- ---------------------------------------. - --- TYPICAL ASPHALT PAVING DETAIL 2x GRADE 3" FEB © 3 2022 SCALE: NTS \\.�\\.�\\ \\'' 2• s" PROPOSED Southold To ss PAVEMENT - wn HEIGHT Project Address: Planning Boar y% 4 T 8'-0" ,. . 56655 ROUTE 25 ,- 18" ACOUSTIC BARRIER W/ SOUTHOLD MINIMUM STC OF 2 8'-0" `? ` .` 2"ASPHALT CONCRETE TOP COURSE (NOISEOUT-2 OR LV-,) #5 BAR (coNTlNuous) SUFFOLK COUNTY, NEWYORK r,.;,,::% •< TYPE 1A-ITEM70B County Tax Map Number: Contract Number. PROVIDE JOINT SEALANT 4"ASPHALT CONCRETE BINDER COURSE 1000-63-3-15 T-0"MIN. �> Regulatory Reference Number: i VARIES ( q TYPE 1 B-ITEM 51 F) 2 LIFTS) /4 318"(9.5 Mtvl)DIA. 12' DOUBLE GATES 'STABILIZED SOIL kGGREGATE SUBBASE ++ Tide of Drawing: TRUSS ROD 2"CLEARANCE 3'-0"MIN. `" SECURED BY CHAIN MATCH EXISTING COURSE(RCA)-ITEN 4S t�8"—� .y< a. NP AND PAD LOCK BOTTOM SELVAGE ;� ";; t / CONCRETE TO BE 4,000 PSI @ 28 DAYS TENSION WIRE GRADE LEVEL TRUSS ROE)TIGHTENER WITH 7 GA.TIE TO POST 12" I',6 '% ;' BRACE BAND 10'-0"MAX. �; ,! POUREDCONC. TYP. CURB DETAIL DETAILS 10'-0"MAX. FOOTING P. \/\, I ,'�'%� \z"-s"DIRT z"SPACE N COMPACTED SUBGRADE BACKFILL SCALE: NTS // rr ,y ACOUSTIC SEAL TYP. EXISTING PAVEMENT AND SUB-BASE F 24 "SOD"PLANTING LEVEL TO REMAIN HDPE GRASS PAVER INSIDE CELLS 5/8„ W L \D NCRETE CONCRETE/ a• If LINK FENCE DETAIL CHAINDETAIL LINK GATE DTAACTUAL FINISHED GRADE _ PAVEMENT PATCH DETAIL L "' Drawing Number: 2 SCALE: NTS SCALE: NTS SCALE: NTS ,o" SOIL FILL LEVEL INSIDE PAVER GRIDWORK AFTER HEAVY WATER DOWN. 6" W THIS IS THE ACTUAL"SOD"PLANTING LEVEL. ® w WOODEN STOCKADE FENCE DETAIL HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM o SCALE: NTS 3/4"CRUSHED ROCK OR LEVEL WHICH RECEIVES t e CLASS 2 ROAD BASE THE PAVER GRIDWORK Sheet of o 16 16 a GRASS PAVER DETAILg PWGC Project Number: OVERFLOW PARKING AREAS Unauthorized alteration or addition z to this drawing and related documents AVG 1601 —w SCALE: NTS is aviolation of Section 7209 o Of the New Yolk State Education Law L)o a a