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HomeMy WebLinkAboutRcvd 11/28/2022 Revised Site Plan _ " . _ �"+ - « General Utilities 1. CONTRACTOR SHALLL NOTIFY"GIG-SAFE"(1-888-344-7833)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITES ARE SHOWN AS AN APPROXIMATE ALLOWABLE SANITARY DENSITY FLOW / REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED / ' 2. CONTRACTOR SHALL BE RESP014SIBLE 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 WITF OSHA STANDARDS AND LOCAL REQUIREMENTS. THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITES,NOR DOES IT X GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN PROPOSED SANITARY DENSITY FLOW 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS,AND WALKWAYS SHALL BE CONSTRUCTED IN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL ----- . CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND ELEVATIONS of THE POINTS OF CONNECTIONS 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD AND(REGULATIONS(WHICH ARE M05T STRINGENT). TO EXISITING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES Strate AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GPD , , ' gic Environmental and Engineering Solutions 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, 100 SEATS EVENT SPACE X 5 GPD/SEA_T =50.0 GPD ' PAVEMENTS,WALKS,ETC.)SHALL RECIEVE 6 INCHES LOAM AND SEED. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING CONDITIONS TOTAL SANITARY FLOW =7 840 GPD ` '°<.` DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE LOCATION, r., 1,a ` i 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 t'• ;" `V'` "' b�, -, SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT STP " II : WITHIN THE COUNTY RIGHTS-0F-WAY SHALL CONFORM TO COUNTY STANDARDS.WORK WITHIN STATE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE ( ) ,"' :_```' a 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 63O.IOhf1SOf1 AVenU@. . SUlte 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-111811: INFO@PWGROSSER.COM CL08:E 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 . ' 7. TRAFFIC SIGNAGE AND PAVEME14T MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS ARE APPROXIMATE AND SHALL BE CONSULTANTS CONTROL DEVICES. SET/RESET AS FOLLows: PROPOSED 100 SEATS EVENT SPACE • S 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL A. PAVEMENT AND CONCRETE SURFACES: FLUSH BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS=250 GPD . . B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 9. IN THE EVENT THAT THE SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE TOTAL KITCHEN FLOW: 1,480 GPD+250 GPD=1,730 GPD - ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY,OR C. LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INCH ABOVE SURROUNDING OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AREA AND TAPER EARTH TO RIM ELEVATION. GREASE TRAP GS-1 DESIGN ' AVOID FURTHER SPREADING OFTHE MATERIAL,AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE _-._ �__..�________ APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION of PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE REQUIRED: 1,480 GPD X 1 DAY=1,480 GPD 10. CONTRACTOR SHALL PREVENT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.). FINAL DESIGN LOADS AND RESPONSIBLE FOR CLEANUP,REPAIRS,AND CORRECTIVE ACTION IF SUCH OCCURS. LOCATIONS TO BE COORDINATED WITH THE OWNER AND ARCHITECT. PROVIDED: (1)8'DIA,x 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) 11. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE ` ' ADDITIONAL COST TO OWNER. RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE ALARM, GREASE TRAP(GS-2)DESIGN 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. REQUIRED: 250 GPD X 1 DAY=250 GPD IMPACTS TO OFF-SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT NO ' . COST To OWNER. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: ,' PROVIDED: (1)8'DIA.x 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) A. WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE(CLDI) STP DESIGN FLOW - B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC) • : ' C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE(RCP) PROPOSED RESTAURANT DESIGN FLOW Gradiin and Draind a Notes 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION = g g 74 SEATS X 30 GPD/SEAT-2,220 GPD INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, - CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH PROPOSED 44 UNIT HOTEL 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED oN SPECIFICATIONS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY HEALTH DEPARTMENT,SUFFOLK COUNTY THE DRAWINGS. , DEPARTMENT of PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT of TRANSPORTATION,AS 150 GPD/UNIT X 44 UNITS=6,600 GPD , APPLICABALE. 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY's REQUIREMENTS. PROPOSED EVENT SPACE DESIGN FLOW 2. UTLITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLE 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 100 SEATS X 7.5 GPD/SEAT=750 GPD WORK. CARE SHOULD BE TAKEN NOT TO DISTURB EXISTING UTILITIES AND SERVICE CONNECTIONS(OR MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL - 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. REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+750 GPD=9,570 GPD . COORDINATE WORK WITH THE APPROPRIATE UTILITY COMPANY. 3, REMOVAL of EXISTING STRUCTURES,INCLUDING BUILDINGS,DRAINAGE SYSTEMS AND OTHER STRUCTURES, LEACHING POOL DESIGN Utility Information _ ____ IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN of SOUTHOLD AND APPLICABLE . COUNTY,STATE AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED: 9,570 GPD/5 GPD/SF=1,914 SF ' FOR DEMOLITION AND DISPOSALOF EXISTING STRUCTURES AND MATERIALS. SERVICE OPERATING AUTHORITY .. - _ PROVIDED: NEW LEACHING POOLS 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 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF), „ .. DENSITY. WATER SUFFOLK COUNTY WATER AUTHORITY 1,914 SF/31.4 SF/LF =60.95 LF I _ 5. ALL PAVEMENT TO BE REMOVED OR REPLACED SHALL BE SAWCUT. TELEPHONE VERIZON FIVE(5)OF 10'DIA.BY 13'EFF.DEPTH LEACHING POOLS " 65 VLF PROVIDED; -' , , ° SANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ' 6. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES -- --- ----- -'- - �_ - -- DURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCE GAS NATIONAL GRID WITH THE N.Y.S.MANUAL of UNIFORM TRAFFIC CONTROL DEVICES. SITE LOCATION MAP E C E I V E D 7. EXCEPT WHERE OTHERWISE NOTED,WHERE NEW CONCRETE CURBING AND CURBED ISLANDS ARE SCALE: NTS PROPOSED,THE BOTTOM of CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENT N O V 2 ZOZZ ELEVATION. THE TOP OF CURB SHALL BE CALCULATED 6"ABOVE THE EXISTING PAVEMENT ELEVATION. PAVEMENT AROUND THE PERIMETER OF EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPED �� Southold Town 8 AGAIPVST OR NEAR THE CURB,AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSED " 1. . ' . Planning Board 7 REVISED PER TOWN COMMENTS 1/23/2022 DOWNSTREAM INLET. EXISTING PAVEMENT SHALL BE SAWCUT AT THE LOCATION OF THE PROPOSED CURB. BACKFILL AROUND THE THE COMPLETED ISLAND SHALL BE CLEAN,GRANULAR FILL COMPACTED TO 95% - 6 REVISED PER NYSDOT COMMENTS 09/15/2022 STAN DARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTING Erosion Control �� PAVEIMENT TO REMAIN. ALL SAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EXISTING gam. *; „p;:e �tiRdr W� -^° g .m 5 REVISED PER TOWN COMMENTS 02/15/2022 C `'.� .:5< '""a _.�'.. _ a •R". ,. F .x• Y 'ii `� .e. y.,,.�:, ,-,.r.•,.,. .............. --r;.-y-z»»»r.a. „";q"s+ a`.� .;+±'g.+ _..__ q t ��._. .° rE .- .• 02/18/2021 PAVEIMENTTO REMAIN. �'- ►;`:: :�.„ � - �< $ R "t`z ' `<: y° c 4 REVISED PER CLIENT'S REQUEST ,*i. 9 K '..e L..'`• Q e ''-.';� rd. ';, 'd . .,s ,X:,i r�,�<$':+' :;a,"r "',I r..y, •Wit °' .< a.�$ .lfr ':k-' V S'' ''t,^,Y,• "�6X:5•:"a, a°m .-i i" .,�.f.: j":.3« <T 1a, -i : d',�J' .: "A .'kms"- i, a,, ".t, ' ,•'7a °',•i�$.. <s:_ '" " a ,. ' •a'=,< , •" "`',..,,rat.' " I t 6 3 - € a, M`. ADDRESSED COMMENTS • a ;. 7 <,r s � > 4 x`x DATED 12/9/19 04/08/2020 'r, . , PRIOR To STARTING ANY OTHER WORK ON THE SITE THE CONTRACTOR SHALL NOTIFY APPROPRIATE 3. : 4 . a� 'b >'.< u ,>` :. r x ~ M , 8. ALL EXISTING CATCH BASINS ND ,' ,r „ �.., 4 " ;: - °.°;': . 1 : ".,. Y " ,`' ;• r _. .€+. ;. _'<. A DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETION ..< z ,$ a,,. •a ., ,,., ,, ;:1, w a ? ;,, .. M , *x .�. r ib?� �$ "t)?b„1,-gy;��s�:" 2 ADDRESSED DEIS COMMENTS 07/17/2019 AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED4a,>_-, -- , ,.,�; >;y'Y <.. 4 • ,. 7.,,:•.e , t .,+ t , ..e„� 4 OF CONSTRUCTION. :- •' :, :, ,..;,:',.'. `;:ti °t.:, 'r.< "'. § '" z: ,. , . . .. . =c'. ? : '• °«• .at'c `�d*'�': " ,. ,F r •, �$ 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PRCUECT. 11 ;'-'" > .: ' °' r - ° ,r e -� " < t';' q "r 'g'_ r #y• �y ;;: .� > a� ':- •` :ga, F q'«' '_, ? �,�i,'"`° `sz" ;;,r .�.k.' .> ;`,`"'< ; «, .fit. ., '.'Y,, } > :... ^», •a , a•',,,w, -. ,,-.Ta,"i sa', Number RevisionDescrition f, s,;''� y _ v- Rev Sion Dale ;. ''` $, I -A:>`.It'd 1 r+ - ,•, " :`+`•� e.;'` P ,ao" ':' ',,af<"""°k" §' "s°. .4 :,., x: „y.ta, e: k.i '>�, ..'y,' ,>?, £+'"" ." , "" "� "_ .% �.. 9. THE CONTRACTOR SHAL `=a., ."., - g: ., ``,D"?e'. e .«�"; ., a „ „a .. ::;' '+° «6 " ., ` . «, L NOTIFY APPROPRIATE UTILITIES 48 HOURS BEFORE EXCAVATION,CUTTING, I z" fie:,,<.. ',',: - .. to "i-� t. . "w.p . ,. t . .�s '."•'" ¢,°G ; .i :° , ,a,T „,`,., ,,' 7 �a , 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES AND REMOVE SEDIMENT E:. '>'• H ;` .. _>, `; ; , _<, : <'i°' -� ' ,F, ' �'', - - ',:.`iah?',.', '�,"'i.• Itir• .:, ..'.a„*. :,:,� :C. , > ±` f,r°' L' 4 .,:�P ,.,,a.,.: ° - °.,die. REMOVING OR TAPPING INTO ANY EXISTING UTILITY ERV E '` 4 ' , d '` ;w. ;::�:'" ,. }, .a S S IC . THE TOWN OF SOUTHOLD SHALL BE NOTIFIED 1 ,�,_ i :'.;a; :`r4. :. <' a,n # • *• .' r� . •", t THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF ( s'=>, �: 8 r -( - - ,.`.a :s ` s•'a° .'' t r' _.>, t # Designed ey Date Subntitted 48 HOURS BEFORE ANY SITE WORK IS BEGUN. � a �„ ". . ,yz .�` 1 s ., x„ : ,.',^t ' "'"'. t,'' e >s <- ,5. pn ✓t,. 6. A.k ?', < a ,xc� SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND .<� ; ' :' > }° °t g'`: *�°. �. �r'�'� ¢.'h';: { }<1� �;t?,. - TC Ol 20 17 _ ,5..,,5$, �q> ,°' •x, '§ «f,e*` toms �, m ,-"-.:,r"fie:*,' •�" -gas ,.i »'a �' ? 4 � r o° ,,s</-i ^?`�,l.•,•, -.c ,_ �,,,,z°-„i;,:. / / ,Kw° ,s< €- $ v° - °z.-. ';,'€•4 '* a ,$d ., 3 .`�T:.s3 ,ffi e ;<K.qg'-r > °x` "'�e, Drawn B PROTECTED AREAS. . ''`i` "t' ;`<, Yt ." C%�± ;'', SA" P. $ .A, 5, :. y Date Created ',Cs .. -,�,:. !> , 't..�`••"*,.,"".??s,°.,t'..,%,.,°qa4. 9 7' =a' , xq,q"+" $:ti'E>" 4 .Y -.,,.: i- r ,-tb., >$, « `�,,c> r4 ' < c 10. PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE WITH COORDINATION WITH THE APPROPRIATE ,, ..° „• �, ;' _ , TC LT .g :�, , �< p. "e, k-,,;'.° �'° ;, . �- � , � ' w.>, .,. / 08/23/16 .,,,�->:,,~ "''" ir~..'r '. a'" -g' r;'°'":', .,' '.''",M'"`:'.. `L ::g:, > .�;'�� .. ,.A s :`' r:`' ~. w a"' <'a:�.5>r';L- ;i�, .. 'k •k. ELECTRIC AND TELECOMMUNICATION COMPANIES s '•-: ''.,s r. « - e" a'" ,. ^t ,t-' m s "" a\ e .�c f GAS AND ELECTRIC SERVICE CONNECTIONS AND/oR ; e<.-.., " �, '« r,,.,� . ,,.,,;�; „�, .; r ,,„: �. :< i . `-. :: ;.td.,: _ .� ., , ,., Approved By Scale ,,.; , 3. CONTRACTOR SHLL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION v..e,ragas*, , .a.,•;<, �,,�. : , ,x, „ '$ . . , ,- _- ,. -, _ :.,:,, SERVICE ABANDONMENTS SHALL BE COORDINAT D E WITH LIPA 1 NATIONAL GRID. WHERE FEASIBLE I, „. . ";,,P ;, .:2,.� `� ; •,.. t� � .,I SHALL NOT AFFECT REGULATORY PROTE TED RE Y . ,,., � . , - w 3^ x?-« : � �:� - / ...:,'. , f<$ ' _-;r•- ,-'' :p' , BG AS SHOWN C A AS,WHETHER SUCH SEDIMENTATION IS CAUSED BY .: < ' ;,$,,.,,<:, . s ; 1 I 1 1r Existing Proposed Notes Existing Proposed Notes Existing Proposed Notes Existing Proposed Notes Political and Property,Boundaries Topographic Features Utility Features 6"RD PROPERTY LINE;RIGHT-OF-WAY 14 -- - MINOR CONTOURS ROOF DRAINAGE ^" BC BOTTOM OF CURB 15"D - -- --- - INTERIOR PROPERTY LINE 20 MAJOR CONTOURS DRAINAGE C " BW BOTTOM OF WALL - - - - BUILDING SETBACK LINE RI6--GELINE RIDGELINE n m and - -- - - - - :. ~_._. ... . ._ ;3;:; ___._._._..__..__ Up ', UNDERDRAINAGE C-,T 1 CAN CABLE TELEVISION Strategic E viron ental Engineering Solutions - - -- EASEMENTTOP OF SLOPE - - - FD FRENCH DRAINAGE Cg CATCH BASIN TOP OF SLOPE WETLAND FLAGGINGBOTTOM OF SLOPE -- - 161'5 --- -- 6"S - SANITARY SEWERAGE BOTTOM OF SLOPE CO CLEANOUT - - — LIMITS OF CONSTRUCTION/DISTURBANCE -- - FM ""' - --- -- - FORCE MAIN r 1 =" EL.123.45 + EL.123.45 SPOT ELEVATIONIF + : D D DRAINAGE RAI E — - - MATCHLINE -� ___.__._ ...... -- 12"W WATER MAIN Df0 ; DMH DRAINAGE MANHOLE 630 Johnson Avenue. . Suite 7 T=•'' `• TC 123.45 TOP and BOTTOM of CURB ELEVATION -- t",'>-- - - 2"DW DOMESTIC WATER SERVICE . NY . 11716-2618 Curb and Pavement Bohemia'\ BC 122.95 6 FP FIRE PROTECTION SERVICE ` ` DW DRYWELL Phone: (631) 589-6353 . Fax: (631) 589-8705 •I "214! TW 123.45 CONCRETE CURB TO BE REMOVED i€u. � BW 113.45 TOP and BOTTOM of WALL ELEVATION __•__ G - NATURAL GAS EBX ELECTRIC BOX E-mail: INFO@PWGROSSER.COM EMH ELECTRIC MANHOLE CONCRETE CURB -•------ ;;( -------- OE OVERHEAD WIRE CONSULTANTS PAVEMENTTOBEREMOVED Drainage Elements --- - E ELECTRIC POWERLINE C}` EX EXISTING EDGE OF PAVEMENT ".'`' ._? DW A-1 -- - - T - - T TELECOMMUNICATION FA FA FIRE ALARM t RIM 135.43 DRAINAGE STRUCTURE LABEL -------- SAWCUTLINE ;';;;i;..':3;x1j INV 130.43(N) FOC ! FIBER OPTIC CABLEL' FD FRENCH DRAIN NEW PAVEMENT =• -v j 1.3 `- I TRENCH DRAIN CATV CABLE TELEVISION I f•' FM FORCE MAIN --- -~- f - FA FIRE ALARM r• , FOC FIBER OPITIC CABLE TRF TRAFFIC WIRING m.� FP FIRE PROTECTION SERVICE % HEAVY DUTY PAVEMENT (0) DRAINAGE MANHOLE with GRATE INLET 6 )Y„) FIRE HYDRANT G GAS WV Building and Elements ® (®) DRAINAGE MANHOLE with SOLID COVER l'” WATER VALVE C GV GAS VALVE GV BUILDING TO BE REMOVED ". "3 HYD HYDRANT [-[ , m I ({ ' ® �T]� L(] DQ GAS VALVE ;,; ICV IRRIGATION CONTROL VALVE [ iI1 i 1® JE9 CATCH BASIN with CURB INLET ''/ EMH �� BUILDING r'" " 1 y ELECTRIC MANHOLE INV INVERT DRYWELL with GRATE INLET 4 -O- UTILITY POLE LANDSCAPE r LP LIGHT POLE L _ _ _ _ _ _ CONCRETE TO BE REMOVED -%7 t LIGHT POLE L MON MONUMENT ..•_ / _? ORD ROOF DRAIN CONCRETE and CONCRETE WALK i 1 ® ) ®) DRYWELL with SOLID COVER I, r O P POST OHW OVERHEAD WIRE / \ RD ROOF DRAIN a ENT OHD BUILDING ENTRANCE and OVERHEAD DOOR SIGN �` Rif* RIM RIM ELEVATION o DRYWELL with BURIED CONCRETE COVER O IPF IRON PIPE S SANITARYI SEWER l ® MON CONCRETE MONUMENT SMH SANITARY/SEWER MAN O BOLLARD PROTECTION __. HOLE _..�. CIRF Fence and Property Features i DRYWELL with CURB INLET CAPPED IRON ROD ' SPK SPRINKLER HEAD @IRF IRON ROD T T TELEPHONE ~ % -- -.--- CHAIN LINK FENCE to ; CIRS T`- TC TOP OF CURB (> @ CAPPED IRON ROD SET _x .............: STOCKADEFENCE t: TMH i TELEPHONE MANHOLE �. . ...._..; .. ......,•> _ FENCE(OTHER) M ,•` SOIL BORING . TRANS TRANSFORMER Sanitary Sewer Facilities m: -. . .. ___. `_• --- -- -- RETAININGWALL TSB ' TO TMHTELEPHONE MANHOLE TRAFFIC SIGNAL BOX TREE LINE LP A-1 SANITARY SEWER STRUCTURE LABEL TSP TRAFFIC SIGNAL POLE ^:.;£.`......,< RIM TP 135.43 I'=:'+ .a;N), INV 130.43(N) ❑ TELEPHONE PEDESTAL _._._.____ _ _ _ ___________.._•_ EDGE ofWATER LINE t HIGH WATER _ TW TOP OF WALL :> CO [_.,-- ' TRANS TRANSFORMER w UD UNDER DRAINAGE 4` '' ❑� CLEAN OUT _ Q TSP TRAFFIC SIGNAL POLE V11 W WATER TSB TRAFFIC SIGNAL BOX WATER VALVE r: TS.. WV SANITARY SEWER MANHOLE 13 EBX VIF VERIFY IN FIELD ELECTRIC BOX 8 7 E O ICV IRRIGATION CONTROL VALVE 6 REVISED PER TOWN COMMENTS 11/23/2022 LEACHING POOL w COVER TO GRADE 5 REVISED PER NYSDOT COMMENTS 09/15/2022 0 SPK SPRINKER HEAD 4 REVISED PER TOWN COMMENTS 02/15/2022 3 JADDRESSED COMMENTS DATED 12/9/1904/08/2020 2ADDRESSED 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 TC/LT 08/23/16 11 �®//©j GREASE TRAP with COVERS TO GRADE _ _ Approved By Scale BG AS SHOWN Client: THE ENCLAVES •�f 56655 ROUTE 25 LEACHING POOL with BURIED CONC.COVER SOUTHOLD, NY Project: SEPTIC TANK with BURIED CONIC.COVER SITE PLAN Project Address: _ 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tan Map Number. Contract Number. 1000-63-3-15 Regulatory Reference Number. Title of Drawing: SITE PLAN LEGEND z a rn w (7 a Drawing Number: 0 U N ' lL cmaox J W ap m o. Sheet of 5 2 22 a" Q N PWGC Project Number. g z Unauthorized alteration or addition z to this drawing and related documents AVG 1601 p NYSDOT CASE NUMBER 97500 is aviolationofSection 7209 o of the New York State Education Law o 3 � a a -'" I.. t'�i •'� 4� Ij t.L.t R'""I:`D'ICE LAND NOW OR FORMERLY OF �•.,, TOWN HARBOR a 0 Ci. ANTHONY FORGIO€•JF S.O.T.M. NO01000-63-03-17.3 ( - u,t l za ,: t, ;;,t __.._._._..__..lµ- -.-�--�-:-�:�_-::.! u LANE 1R �^3 h+ ! t t^� t^*(�A f-�r' Py r^�PUBLIC[�+tAt p^ ,.._._....__... _.._.'-_., .- ,:. (IMT st�J`dti; V€v V f ED T J i LCL L&� YdATi4} R RPS { V, LAND NOW#OR FORMERLY OF N '= I " LAND NO'r"J OI;FORMERLY OF � �=' Q Y' VALERIE hill.SCOPAZ NYSDOT ROW MARKER VINCENT DOLOMITE&ILEANA DOLOMITE c� a � �D S.C.T.M. NO. 1000-63-03-16 i " POOL d t� tt3 f ,t S.C.T.M. NO. 1000-G3-03-17.4 , , I .:�i M> hJ _ (IMPROVED,CONNECTED TO PUBLIC , ATER) PROPOS ED PERVIOUS, PROPOSED 63 (IMPROVED,CONNECTED TO PUBLIC WATER) REMOVE 1,14 a: RESTAURANT PARKING HIGH STOCKADE � ; NYSDOTTYPEICURB ODP T FENCE ABLE WO OSS (GRASS) m rn RAMP DETECT Strategic Environmental and Engineering Solutions C - EXISTING { i r WITH NETTING \l ``' I '� FENCE = PROPOSED 6.5'HIGH LINE OF EXISTING EXISTING 1 STORY FRAME WARNING STRIPS PROPOSED 6.6 HIGH ' OI1S WOODEN STOCKADE FENCE REMOVE !' € t3 ` i' STOCKADE FENCE DRIVEWAY TO BE SHED 70 BE RENOVATED AND ITEM 608.01050009 g g g PROPOSED 6.S c cz; ° REMOVED INCORPORATED INTO MAIN EO(SEE SIGN-i., ITEM 608.21000003 REMOVE w ' PROPOSED FIRE ` -1 W/ACOUSTIC BARRIER g Y EXISTING HIGH STOCKADE t RELOCATE EXISTING 1 STRUCTURE SCHEDULENYSDOT TYPE 3 EXISTING v I ;1 - ro HYDRANT `"a FENCE PROPOSED - - FENCE W. i^J / STORY FRAME THIS SHEET DRIVEWAY ■ ■ ■ 1 ■ FENCE o m x + n?v> w I CART PATH < o, ° GARAGE TO REMAIN26 310.00' ) 2-0 2a N I 2a \ / S07°44'40"t 32 PROPOSED y a R 0 2B w = ENTRANCE PAVEMENT 30$D7°38'10"E 29 0 o of w M ¢ 622.78' _ ,I .............- ._ SIGN MARKNGS 1 m rn ) a r j ��� ��� _ „ - a - u ,i13 13n v Wd Wil d W=- Wd �„a. !c-<r--r-o-•v-....,, r.^rn�'.k.1eq�. Wd j W } _. -o.-�,-•r�:- ._-"Wj O • . . . ITEM 090401 n T I _wa- Via WE �_s-°_.:r-r,_• T_,,...,;-.°-.,_n-°-.n....,_.:b n :_.�..._„:,• ._.o._o-u•_n-c_.., .o...,_..c...c.._c:-rrs-.,,...r,,vk it;it r; _ x ---........_ _..._-.- t, --w __......... _�...._ _.........__. __. _........_.._. _....._._,_ ..._ ..--_..... _ .....__ __......._ _..... -:r: _- � <v � � :: x:�,;�a,.r 4 �^ I.I�iTX15 LL � _, �. � J Johnson Suite ;•Ie,t r c:a n k _p.-r ee _-Wil _..__ _......_ _ __....._.._ ..-...__ _... _. y �Y, ° I x' i i. RE�ATED AS ,> I ; Bohemia • NY . 11716-2618 _...._ R -_.. o _ w3-- � a r. DRNEWAYOSED� � o w \ ?':'. ❑ \ / IRRIGATION WELL . i N NYSDOT TYPE 1 CURB �• 4 - - b r� Q Q �, :''''p ?a• RAMP WITH DETECTABLE Phone: (631) 589-6353 . Fax: (631) 589-8705 r EXIST'G. WARNING STRIPS o 60'-0" so o O ::: L-L •:•:•:- `� I ' ITEM 608. 10 00 E-mail: INFO@PWGROSSER.COM '' ! ITEM 608.21000003 ,-.- �-�� O O viz a r cci Z O1O ..........�� I ::o. REMOVED I �, 2 a � CONSULTANTS R28' / R28' (! ) i . :.•c, 18-0• GTO2STORY 2 �- ,`' O z O ' `` I - / )�t� -_.-.__Wj __ O ( - STRUCTURE TO REMAIN / Z y ARB GE - j - / PROPW/BASEMENT�NT /11 SIGN ` \ PROPOSED EVENT RM. - Wd- - } / O PROPOSED HOTEL / H / CONCRETE SIDEWALK (NO BASEMENT) rr NYSDOT ITEM 680.0101 TWO(2)STORIESW/BASEMENT s 1 \ \ 4,472 SF :::; AREA z 4 SEATS 0= OJ {� 26'-0" ,� Z + 10'MIN. 26,272 SF :a I------� F:27.5 1T-2" PROPOSED PAVEMENT ROPOSED as-s p FF EL.32.0' 0 s 1 s s s FRONTYARD 3 MARKINGS J_ w -- - U I OSEDA �ETBACK y o O � /� � W TOPSOIL-ROADSIDE ( R7-8&R7-8b(SEE SIGN ° TYP. 2fi-3 e s e s a 9 g-0� o o i 491SSFNGS7RUCTURE ' d ` 23'-0" ? c� Z Z NYSOOT ITEM 610.1402 ` ' SCHEDULE �o late t o TURF ESTABLISHMENT-ROADSIDE THIS SHEET) O WALKWAY o - J i NYSDOT REM 610.1601 o ( l • } 1` �p o , ;L. TRUCK EXISTING TO BE RESTAURANT PARKING Z Z SIG NYSDOT TYPE a E t 4 4 \l 6 I R7-1(SEE SIGN ,ua•;,��u°� �j,. ,��°tea°°°e000°o�,o.anoot-. `uauccnc°nr. slate GRASS � � 3DRIVEWAY 1 ' p,� \ n 6 ..� / .................................. 2 " x 1STP 1sFE. b GARDEN RE - ENTRANCE W�ISCULPTU SCHEDULE °°n�nn°On°� ' THIS SHE ° "°"' a' 'i5F'',.;` ... ..:. ...... ¢RASSPAV 'C � OADING REMOVED (GRASS) � .T O O E RAMC E Baru au . . m � / � n• -� : -: REQ'D � F- O F t R E O PROPOSED 6.5'HIGH\ 27 Q u c°` 11 b 4 FRONT YD. U) o 3 ROpOSED6 X I WOODEN STOCKADE FEN \ : '3p�` O m N SETBACK = W Q P ,� 1 TYP.: ' W/ACOUSTIC BARRIER \ Q ' °f g-0" 15'-0" r W f s! �- G, /F NYSDOT TYPE I CURB i Q n. \ GRADE EL.30.5 / r n: � > �' RAMP WITH DETECTABLE s C >t " PROPOSE ® -" =�___ \ -� ❑ a ' rJ " ITEM 608.01050009 0 a R5-1 SEE SIGN 4 .. I WARNING STRIPS ! PARK ° n SCHEDULE RER� EWAY 9 c, w z a COTTAGE 1 a a N °�° r. z o a ITEM 608.21000003 -AREAHOT \69 SF c c THIS SHEET) w I cz O o t 77I TUB ���r�\/7y(/\���� -\CHESS BOARD n LL `\ t i s _""-•,.""" ®,. ® ILEI \ ® ® _\ v •.�-p �f m L CABANA -26 0--a--o ,...`N w TW:3 .\7i'V:306 - .,i v u \ __ 44 REP YA O �O O P E > r pa SHED!-- u....._.__..._..._... 178.U0' N _ Dl CORATIV BW 5 PND \ a c il°np N0�52D"Wf cb `r. SETOPCK > 3 R1-1 (SEE SIG HOT COTTAGE a ° 'n _ R3-1 (SEE SIGN ( SCHEDULE 669SF PROPOSED 2.5'H BB B�8 88 8B BB \ w n I SCHEDULE PROPOSED6.5'HIGH THIS SHEET) O \ r �'P a s s TUB AIMING WALL O R6-5P 04 c u:1 THIS SH WOODEN NYSDOT ROW MARKER s GRADE EL.27.5' + \ O EL: 7.25 FF EL.32.0' co c 1g'0 °°n E I STOCKADE FENCE N cb w (SEE SIGN ° °°a _ - R5-1 SEE SIGN _z SCHEDULE p a apa _ SCHEDULE J a as e �a�aa _.__-____.____-__._..-------- THIS SHEET) s'-0 L as S ND NO L"THIS SHEET) LL � __ B p I �; LA NOW FORMER 3 Z - O L:..., g 223'-1" n c o a c0 1 a_ I COTTAGES . i b EUGEN TOMASIC&MIRELLA TOMASIC r- J HOT 669 SF rGE ; POOL AREA RIDGE PROPOSED PROPOSED FRONT 3 p SI G 4 N ro » T119 STANDPIPE YARD SETBACK ;o w M o n ( O �} nan NYR3-14 SEE SIGN S.C.T.M. NO. 1000-63-03-14 or .G r.: .non 2 NO PARKING o r 1j PLAY COURTS SCHEDULE w - Q K °' ( PROVE ONNE IC WATE ) I { Z - ° ry --- -- \ FIRE LANE(SEE D,C r � LIMO/TRU IM CTED TO PUBL R O �, o, ; . '. . . . , . OT LOADING SIGN SCHEDULE o G o ° m GRADEEL 27 5 ET) N HIS SHE an- oa I r.._..... :. 15 UB THIS SHEET) o rr a Jj _ M� _ AREA \ ° c 1 " • - U �___ .... � B �8 � \ _ T) 7a � a � NO PARKING o G s B 88 88 a a u a c I - COTTA E 4 O ) LIGHTED -� Cl ❑. a ¢: II 0 G BW: 7.20 BW:27.25 ENCLAVES SIGN R6-5P SEE SIGN '° tau c FIRE LANE SEE !: HOT >c w 0 669 SFTW: p ( a z r: r z W: 22 LAN ` , PROPOSED _ y W s s TUB M 5 RAMP- TW:30.5 RAMP O _ \ (SEE ARCHITECTURAL SCHEDULE ; i SIGN SCHEDULE _ LIR�� N - LAND BANKED _ M - - - LOCUST LANE N BANKE PLANS) THIS SHEE ° n .<:.,i - __ PROPERTY PARKING 10 �' WALKWAY ,a CLL peau uu• „n,uuG :°couuu a°aau. r ttll Unn _.._. AREA vu°• spa❑ ac°❑po°aauuauu'iZ7nu GRASS PAVED WALKWAY ::a°uau °pa aaacupaa IG THIS SHEET) - -- - Jl LINE Z r, aa° _. I \ 12 .pa* ' ,- 15310 �j I I IIAs urc C aoa 1 26 I .a R S 9 20 -�- auu o YA ! _ UCL• ,�t ROP SEDRFI'•R .„ ' �, I i •:,run°nape°aucar RASSPAV S =_au_° paa�uucurp iluu - .' W' U ,� r I - �� ; RZr np 1' LAND NOW OR FORMERLY OFo a G ARBA�GE § N NEW PROPOSED DRIVEWAY n n JANET L.RYAN cb \' S.C.T.M. NO. 1000-63-03-13 + I SIGN 34 ti \ prrV a a ! «o 5r.:ar. O r> PROPOSED PARKING AREA "d 1: ; Y 6° ` II c5 W� Q § �,,� ��°°r d' °' (I M PROVE D,CONN ECTED TO PUBLIC WATER) 9. O; upucc 30 P. , I---- ------- W u..�� GRASS PAVERS r i .,° a❑pa• pap°pannaa ;aapac_ r pecr,c, \327 QD ---a --- ( c S _........_ I I - --- - --- a o co w N r _ - ... . _..... o _ a 4 .-.... 34 `°-a-a -o a-o-�- -o -n--aa-a O ____ .._....._ j (__ i .... ......___-...._.....____:.-_......� �r `1 0 616.57' Q PROPOSED 6.5'HIGH NO PARKING l (SEE SIGN LIMO/FRUCK Y8 1 WOODEN FIRE LANE(SEE SCHEDULE LOADING \ a a � STOCKADE FENCE SIGN SCHEDULE / THIS SHEET AREA 29 (SEE SIGN R4-7A(SEE SIGN 8 REVISED PER TOWN COMMENTS 11/23/2022 R4-8A N rn THIS SHEET) R7-8(SEE SIGN ) PROPOSED FIRE 7 REVISED PER NYSDOT COMMENTS 09/15/2022 "' SCHEDULE (TYP.FOR 2) g0 I HYDRANT SCHEDULE NO PARKING SCHEDULE / R4-8A(SEE SIGN THIS SHEET FIRE LANE(SEE THIS SHEET) j -- 6 REVISED PER TOWN COMMENTS 02/15/2022 N THIS SHEET) PROPOSED PAVEMENT 1 LAND NOW OR FORMERLY OF , NO PARKING SCHEDULE MARKINGS SIGN SCHEDULE �' S ADDRESSED FEIS COMMENTS 05/11/2021 (TYP.FOR 4) THIS SHEET) R4-7A(SEE SIGN r 4 REVISED PER CLIENTS REQUEST 02/18/2021 FIRE LANE SEE THIS SHEET) i, `rvry CHARLES W.WITZKE 32 ( SCHEDULE I °-a--o- a-a- R7-8b SEE SIGN SIGN SCHEDULE 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 S"C.T.M. NO. 1000-63-03-28.1 THIS SHEET) { SCHEDULE THIS SHEET) - ::: m_:.-::___,:--: .. .;_- :._..-- -->:, 2 ADDRESSED DEIS COMMENTS 07/17/2019 N05°30'5 "W (IMPROVED,CONNECTED TO PUBLIC WATER) THIS SHEET) 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 51.34' \ _..._... .__. -..._,_....._..._1 _.._._..., Number Revision Description Revision Date I{ 33 PROPOSED SITE PLAN t h . .-_..._......___.._.........._.__.:.::::.-.\ -_-....:::_..u... _ LAND NOW OR FORMERLY OF Designed By Date Submitted PIECES REALTY HOLDING LLC SCALE: 1 - 40 - --~ - - Drawn By Te Date Createdof of/20/1 0 40 80 TC\LT 08/23/16 �71Approved By Scale � x 1 1 � 1 , � V SCALE: 1" = 40' BG ASSHOWN Client: . THE ENCLAVES 1 56655 ROUTE 25 w. - _ LD, NY RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED SOUTHO Project: 74 SEATS 13 24.6 SPACES(1ADA INC.) 38 SPACES(2 ADA INC.) ITEM DESCRIPTION TOTAL OR 1 PER 100 SF FLOOR AREA 3,806 SF=38 SPACES(2 ADA INC.) 38 SPACES(2 ADA INC.) PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE SIZE N SIGN SIZE N SIGN 680.0101 CONCRETE SIDEWALK XXX SF SITE PLAN SIGN SIGNS OR MUTCD 2009 ED. SIGN SIGNS OR MUTCD 2009 ED. TOTAL RESTAURANT PROVIDED:27 PAVED SPACES(2 ADA INC.)AND 11 GRASS PAVED SPACES:38 TOTAL DESIGNATION SYMBOL PLAQUES SECTION N0. CONVENTIONAL DESIGNATION SYMBOL PLAQUES SECTION N0. CONVENTIONAL HANDICAPPED ACCESSIBLE PARKING ROAD ROAD HOTEL PARKING SPACES REQUIRED SPACES PROVIDED WITH VAN-ACCESSIBLE PARKING No 610.1402 TOPSOIL-ROADSIDE XXX SF 11 UNIT-44 UNITS 44 SPACES(2 ADA) 60 SPACES(4 ADA INC.) PARKING - Efl R7-1 nME NO PARKING 12"x18" R4_7A KEEP RIGHT - 24"x30"QR Project Address: 1/EMPLOYYEE(12)+1/UNIT(44) 56 SPACES(2 ADA,INC.) 60 SPACES(4 ADA) ( � RESERVE 610.1601 XXX SF 56655 ROUTE 25 96"MIN 96"MIN; PARKING TURF ESTABLISHMINT- TOTAL HOTEL PARKING PROVIDED:60 PAVED SPACES(4 ADA INC.)60 TOTAL i4 96"MIN R7-8 � ADA PARKING - 12"x18" KEEP - ROADSIDE R4-8A /-- KEEP RIGHT 24"x30" SOUTHOLD `�� SUFFOLK COUNTY NEW YORK TOTAL SITE REQUIRED:38 RESTAURANT+56 HOTEL= 94 PARKING SPACES vAN 608.01050009 TYPE 1 CURB RAMP 4 � R7-8b ACCESSIBLE VAN ACCESSIBLE 18"x9" ALTERNATIVE HANDICAPPED ACCESSIBLE PARKING - PAR INc County Tax Map Number: Contrail Number. TOTAL SITE PROVIDED:38 RESTAURANT+60 HOTEL=98 TOTAL PARKING SPACES FIRE NO PARKING 12"x18" 1000-63-3-15 WITH VAN-ACCESSIBLE PARKING �+E FIRE LANE DETECTABLE 'PROVIDED OVERFLOW:34 HOTEL.PAVED =22 LANDBANKED PAINTED - - Regulatory Reference Number. - DIRECTIONAL 608.21000003 WARNING 4 ARROW NOTES: STRIPS Titleo(Drawmg: COLOR-WHITE d 1 �, i i 132"MIN 60"MIN. 96"MIN. A. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE STATE PERMIT ENGINEERREGARDING THE APPROPRIATE LOCATION FOR SNOW SLEEVES. w VAN AFTER CONSTRUCTION,SIDEWALKS,AND REMPS MUST BE EVALUATED FOR COMPLIANCE WITH CURRENT ADA STANDARDS. THE PERMITTEE OR HIS DESIGNATED"DESIGNER OF RECORD"SHALL FIELD VERIFY o R1-1 5 TO P STOP 2B.05 30"x30" THAT THE PEDESTRIAN FEATURES(RAMPS,SIDEWALK,ETC)WERE CONSTRUCTED TO CURRENT ADA STANDARDS OUTLINED IN NYSDOT SPECS SECTION 608 AND RELATED STANDARD SHEETS. SUBMIT PROPOSED SITE REQUIRED DOCUMENTATION TO THE STATE PERMIT ENGINEER BEFORE THE WORK CAN BE ACCEPTED AS COMPLETE AND THE PERMIT BE CLOSED. THE FEATURES THAT DO NOT COMPLY WITH ADA REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND RECONSTRUCTION. B. THE CONTRACTOR SHALL CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT TO THE SITE FRONTAGE DURNING AND AFTER CONSTRUCTIN AS ORDERED BY THE STATE ENGINEER. T �/1 F F I C CONTROL s ACCESSIBLE SITES AND EXTERIOR FACILITIES REQUIRED ADA PARKING O STANDARD PARKING SPACES - C. ANY SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED WITH A GREATER THAN "LIP OR CRACK OVER "WIDE SHALL BE REPLACED TO MEET ADA REQUIREMENTS. R3-1 NO RIGHT TURN 24"x24" TOTAL PARKING MINIMUM NUMBEREl D. RUNNING SLOPE OF THE DRIVEWAY WITHIN THE RIGHT OF WAY SHALL NOT EXCEED 6%.. IN LOT OF ACCESSIBLE SPACES E. REPAIR EXISTING SHOULDER,SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. AND PARKING PLAN F. CONSTRUCTION MEATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE NYSDOT ROW AT THE END OF EACH WORKDAY. MATERIALS ALLOWED TO REMAIN ON-SITE MST BE STORED OUTSIDE THE w 1 TO 25 1 VEHICLE CLEAR ZONE. 1 26 TO 50 2 9'MIN. R5-1 ❑ DO NOT ENTER - 30"x30" G. REMOVAL OF THE EXISTING CONCRETE CURB SHOULD BE DONE FROM THE BACK SIDE TO MINIMIZE ANY DAMAGE TO THE EXISTING PAVEMENT. THIS INVOLVES PULLING THE CURB OUT FROM THE BACK AND 51 TO 75 3 POURING NEW CURB UP AGAINST THE EXISTING PAVEMENT. o 7 00 4 H. ALL NEW OR RELOCATED SUGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. Drawing Number. 0 101 TO 150 5 W y W ALL I. PAVEMENT RESTORATION SHALL BE IN KIND. COMPOSITE PAVEMENT RESTORATION SHALL BE TAKEN TO EXISTING LONGITUDINAL JOINT. IF ANY DAMAGE OCCURS TO THE CONCRETE PANELS,THE CONTRACTOR RECEIVED 151 TO 200 6 V y O GRASS PAVED PARKING SPACES NYR3-14 TRAFFIC ALL TRAFFIC - 24"x30" WILL BE RESPONSIBLE TO REPLACE THE WHOLE PANEL. W F- --- ---- < 201 TO 300 7 --� J. LABEL MINIMUM WIDTH OF ASPHALT RESTORATION TO BE 4'FOR PROPER COMPACTION. ADD 1 F OVERCUT FOR THE TOP COURSE. N O V 2 2022 -B K. ALL COLD JOINTS TO BE SEALED WITH HOT-APPLIED SEALANT. L. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN PLACED. - _ uj 06 HOTEL RESTAURANT M. COMPOSITE PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE CURRENT REGIONAL PAVEMENT REPAIR GUIDE SHEETS. Southoicl Town W v :L• v � 60 ON SITE PAVED PARKING STALL PROVIDED 27 ONSITE PAVED PARKING STALL PROVIDED R6-5P ROUND ABOUT - 30"x30" Plannin N. THE THICKNESS OF CURB RAMPS SHOULD BEA MINIMUM 6"AND THEY SHOULD INCLUDE WIRE FABRIC REINFORCEMENT WITH 3"OF TOP COVER. THE RAMPS SHALL HAVE A LEVEL 5'x5'LANDING IN THE SIDEWALK. g Board E 3 STALLS ADA COMPLIANT PARKING STALLS 1 STALLS ADA COMPLIANT PARKING STALLS 0. THE CURB RAMPS SHALL BE ORIENTED TO DIRECT PEDESTRIANS STRAIGHT TO THE DESTINATION RAMP ACROSS THE DRIVEWAY/STREET. Sheet of 's 4 1 ADA VAN ACCESSIBLE PARKING STALL 1 ADA VAN ACCESSIBLE PARKING STALL P. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY RIGHT-0F-WAY WILL REQUIRE SEPARATE APPLICATION AND SUBMISSION OF RESTORATION PLANS. FOLLOW THE GUIDELINES OF OUR UTILITY HANDBOOK,BLUE ' ENTER BOOK TITLED,'TEQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF UNDERGROUND UTILITY INSTALLATIONS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'. THE APPLICANT SHOULD CONTACT MR.DIEGO 3 22 EO ONLY ENTER ONLY - 18"x18" AUCACAMA RIVERA(631-727-1731,DIEGO.AUCACAMA@DOT.NY.GOV)FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY WORK PERMIT HWP APPLICATIONS. PLEASE NOTE;THE UTILITY HWP ISSUANCE IS g o (HWP) PWGC Project Number. z SUBJECT TO ISSUANCE OF THE HWP REQUIRED FOR SITE WORK. w w Q. ALL PROPOSED ROAD IMPORVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE LATEST VERSIONS OF AASHTO,ADA,NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL WITH THE NYS Unauthodwd aHerabon or addition z SUPPLEMENT(MUTCD),NYSDOT HIGHWAY DESIGN MANUAL AND THE POLICY AND STANDARDS FOR THE DESIGN OF ENTRANCES TO STATE HIGHWAYS('DRIVEWAY DESIGN POLICY'). ROAD IMPROVEMENT PLANS NYSDOT CASE NUMBER 97500 to this draw ng and related documents AVG 1 601 Is a violation of Section 7209 o MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT STANDARD ITEM NUMBERS, of the New York Stale Education Law o a a Strategic Environmental and Engineering Solutions 0" ,,g: 630 Johnson Avenue. . Suite 7 Bohemia . NY• 11716-2618 Phone: (631) 589-6353 • Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS // LAWN I SCULPTURE GARDEN 0, . n;:a:•,�' i' PROPOSED 6.5'HIGH M. ✓ (( WOODEN STOCKADE FENCE l p W/ACOUSTIC BARRIER � r ... . GRADE 1L.30,5' . \� ) ' • ' DROPOSE 'ARKING rb AREA • HOT COTTAGE 1 TUB 6139 SF /4 CHESSBOARD s' . - r . '. TW 3 TW:3 I L� BW:27.25........P BW:27.25 - D SHI L CA t.'. DECORATIVE 0? k OUTSIDE SWEPT PATH P £ t' w - •< > j-+' sc s i� PATH OF FRONT WHEEL COTTAGE 2 Toe 6139 SF PROPOSED 2.5'H J INSIDE SWEPT PATH !; Z s ... RETAINING WALL / +El: 7.25 E6z- • l n;„; $ GRADE EL 27.5' j FF El.32.0' HOT Y ` - TUB ui ; t < ' d I HOT COTTAGE 3 j Qq r a 3 ii g� ii TUB 669 SF nj' j POOL REA !9 '^ 3? : -9- r+ Z �' �- :;ru 24.50 PLAY COURTS o I o a c= 9 GRADE EL.27.5'...,...., L HOT N rwn =d..w.. _ 2 1 J - - �..W o TUB i o ao ( 4.0 30.0 ft ��2p,1 �d � ft x a "r ° n. 0"'0 4.00 15.50 I COTTAGE 4 3 .', €! HOT BW:27.20 BW:27.25 w E;,' :i 0 669 SF "' "»'' z W STEERING LOCK ANGLE=31.1 deg. i TUB TW:30.5 RAMP- TW:30.5 RAMP ii s s i` 'ce_' Stretch Limousine 15.5 ft ACHIEVED STEERING ANGLE: q .i 1. \i P '1` •Ci d WALKWAY 1. 30 deg. ANGLE:19.0 deg. 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N0. 1000-63-03-28.1 5 ADDRESSED FEIS COMMENTS 05/11/2021 -_ 4 REVISED PER CLIENT'S REQUEST 02/18/2021 No5°3o'So°w (IMPROVED, CONNECTED TO PUBLIC WATER) F1 fid' 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 PROPOSED TRAFFIC CIRCULATION PLAN 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date TANKER Designed By Date Submitted TC 01/20/17 SCALE: 1" = 40' Drawn By Date Created TQLT 08/23/16 Approved By Scale 0 40 80 BG AS SHOWN Client: THE ENCLAVES SCALE: 1" = 40' 56655 ROUTE 25 7 607 SOUTHOLD, NY Project: SITE PLAN s Project Address 401-11 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK ,wa>snev,wcF�aaa°. County Tax Map Number. Contract Number: SEPI . Regulatory Reference Number: = I � 1000-63-3-15 o' Title of Drawing: 'J Kenworth T880 Single Unit Tanker TRANSPORT-TANKER TRAILERS M Ift� -4y - PROPOSED SITE � 3 CIRCULATION z o a PLAN AND DETAIL w Drawing Number. 0 U R. aeJ�ED = 1 03 NOV 2 S 2022 o r � m PROPOSED TANKER DETAILS � `�outholdTown sneer of s SCALE: NOT TO SCALE' Planning Board 6 22 p N a > PWGC Project Number z ai Unauthorized alteration or addition a z NYSDOT CASE NUMBER 97500 tothis aviolagand ofSecrelated on7209documents AVG1601 J� Is a violation of Section 7209 LL o of the New York State Education Law o 3 a a NOTES: END ROAD WORK 1. INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD �_ END UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK LASTING MORE THAT 1 HOUR. ROAD WORK ❑ rr ❑ 50'-100' 2. NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE. DOWNSTREAM TAPER 3. XX IS THE EXPECTED OVERALL LENGTH OF THE OPERATION TO BE COMPLETED WITHIN THE WORK DAY. A SUPPLEMENTAL DISTANCE PLAQUE W7-3a SHALL BE USED WITH SIGN W20-1 WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK MAY BECOME GREATER THAN 2 MILES AS A RESULT OF THE Strategic Environmental and Engineering Solutions FOLLOWING SITUATIONS: -MULTIPLE WORK LOCATIONS ARE ANTICIPATED WITHIN XX MILES FROM THE W20-1 SIGN ❑ 50'-100' 103 -WORK AREA WILL BE RELOCATED DURING THE DURATION OF THE WORK WITHIN XX MILES FROM THE W20-1 " " � ❑ DOWNSTREAM CHANNELIZING DEVICES SIGN Ur TAPER (SEE NOTE 5) SEE DETAIL 4. WHEN MULTIPLE WORK LOCATIONS EXIST WITHIN XX MILES FROM THE W20-1 SIGN, A G20-1 SIGN SHALL BE 630 Johnson Avenue. . Suite 7 ❑ E 410A PLACED EVERY TWO MILES INDICATING THE DISTANCE FROM THE SIGN TO THE FARETHESE WORK LOCATION. Bohemia . NY . 11716-2618 Phone: (631) 589-6353 - Fax: (631) 589-8705 10' MIN 5. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 20' IN THE ACTIVE WORK SPACE. E-mail: INFO@PWGROSSER.COM ROLL AHEAD DISTANCE 6. CHANNELIZING DEVICES SHALL BE PLACED TRANSVERSELY A MINIMUM OF EVERY 800'AS SHOWN WHEN A (SEE TABLE 410-04) PAVED SHOULDER HAVING A WIDTH OF VOR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 800'AS CONSULTANTS CHANNELIZING DEVICES SHOWN WHEN A PAVED SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER (SEE NOTE 5) ROLL AHEAD DISTANCE THAN 800'. (SEE TABLE 410-04) 7. THE PROTECTIVE VEHICLE(S) SHALL MAINTAIN THE APPROPRIATE ROLL AHEAD DISTANCE, BE AN UNOCCUPIED TRUCK POSITIONED PARALLEL TO TRAFFIC, PARKING BRAKE SET, PLACED IN 2ND GEAR (MANUAL TRANSMISSIONS/ENGINE OFF)OR PARK/NEUTRAL(AUTOMATIC TRANSMISSIONS)AND HAVE THE FRONT 0 o WHEELS ALIGNED WITH THE LANE STRIPING. o 0 8. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE CLOSINGS WIL NOT BE PERMITTED WITHOUT PRIOR APPROVAL 0 o FROM THE STATE PERMIT INSPECTOR. 0 0 9. PEDESTRIANS TO BE ACCOMMODATED ON SITE DURING CONSTRUCTION, WITH A 5'WIDE ADA COMPLIANT PASSAGE, SO THAT THEY DON'T HAVE TO CROSS TRAVEL LANES OF TRAFFIC. DETAIL 410A: SEE NOTE 6 NOTES ON NIGHTTIME WORK: BUFFER SPACE N1. WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS. (SEE TABLE 410-02) N2. ALL SIGNS, STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTROL TRAFFIC SHALL BE RETROREFLECTIVE. N3. ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN ACCORDANCE SHOULDER TAPER WITH §107-05A. HIGH VISIBILITY APPAREL AT ALL TIMES. (SEE TABLE 410-02) ❑ N4. VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DISPLAY ROATING END THIS SIGN SHALL BE LOCATED A MINIMUM AMBER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. A ROAD WORK G20-2 DISTANCE OF 80 FT. ANDMAXIMUM OF 400 FT. N5. LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT ROAD (SEE TABLE 410-01) PAST THE END OF THE DOWNSTREAM TAPER CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. N6. LEVEL II ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS, ASPHALT PAVING, MILLING, AND CONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS, INCLUDING BRIDGE DECKS, 50 FEET AHEAD OF AND TABLE 410.01: ADVANCE WARNING SIGN SPACING NO ROAD 100 FEET BEHIND A PAVING OR MILLING MACHINE. NO SHOULDER W8-23 WORK W20-1 DISTANCE BETWEEN SIGNS SHOyy ULDER N7. LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK FILLING, JOINT REPAIR, yy ROAD TYPE: A(FT.) B (FT.) PAVEMENT PATCHING AND REPAIRS, INSTALLATION OF SIGNAL EQUIPMENT OR OTHER ELECTRICAUMECHANICAL EQUIPMENT,AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS AND URBAN (<30 MPH*) 100 100 EQUIPMENT. URBAN (35-40 MPH*) 200 200 NEKT W7-3a (SEE NOTE 3) G20-1 (SEE NOTE 4)ROAD WORK N8. ALL LIGHTING SHALL BE DESIGNED, INSTALLED, AND OPERATED TO AVOID GLARE THAT AFFECTS TRAFFIC ON XX MILES URBAN L45 MPH*) 350 350 g NEXT XX MILES THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE ROADWAY. RURAL 500 500 (SEE TABLE 410-01) N9. PRIOR TO THE START OF NIGHTTIME OPERATIONS,A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING PLAN IS * PRECONSTRUCTION POSTED SPEED LIMIT 2400 LB PROTECTIVE REQUIRED FOR APPROVAL. VEHICLE TMIA WORK AREA ROAD SEE TABLE 410-03 N10. SEE NIGHTTIME SAFETY BULLETIN, HDM §16.5.7, &SSTANDART SPECIFICATIONS §619 FOR ADDITIONAL WORK REQUIREMENTS AND CONSIDERATIONS. TABLE 410.02: LONGITUDINAL BUFFER SPACE AND TAPERLENGTHS Yy 8 REVISED PER TOWN COMMENTS 11/23/2022 7 REVISED PER NYSDOT COMMENTS 09/15/2022 TAPER LENGTH: L (FT.)/*OF SKIP LINES/ SHOULDER TAPER LENGTH: U3 CHANNELIZING DEVICE ° ° ARROW PANEL 6 REVISED PER TOWN COMMENTS 02/15/2022 PRECONSTRUCT'ION LONGITUDINAL *OF CHANNELIZING DEVICES (FT.)/*OF SKIP LINES/*OF (SEE TABLE 410-05) 0 o (CAUTION MODE) 5 ADDRESSED FEIS COMMENTS 05/11/2021 POSTED SPEED BUFFER SPACE CHANNELIZING DEVICES 4 REVISED PER CLIENT'S REQUEST 02/18/2021 n3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 LIMIT(MPH) OF SKIP LINES FOR LANE WIDTH IN FT. DISTANCE 'IIJI` 2 ADDRESSED DEIS COMMENTS 07/17/2019 * NES 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 (LATERAL SHIFT OF TRAFFIC FLOW PATH) SHOULDER WIDTH Number Revision Description Revision Date _ - - 10 11 12 <4 FT. 5-7 FT. > 8 FT. w ate _ w WORK ZONE TRAFFIC CONTROL Designed By TC DSubmitted of/Zo/1� 25 155/4 120/3/4 120/3/4 120/3/4 40/1/2 40/1/2 40/1/2 w g g w Drawn By Dale Created TWO-LANE TWO-WAY ROADWAY Approved By Te`LT Scale 08/23/16 30 200/5 160/4/5 160/4/5 200/5/6 40/1/2 40/1/2 40/1/2 = > = SHOULDER CLOSURE BG ASSHOWN 35 250/6 200/5/6 240/6/7 240/6/7 40/1/2 40/1/2 80/2/3 0 F > o Gent 40 305/8 280/7/8 320/8/9 320/8/9 40/1/2 80/2/3 80/2/3 INTERMEDIATE TERM OPERATION THE ENCLAVES 45 360/9 440/11/12 520/13/14 560/14/15 80/2/3 80/2/3 120/3/4 N.T.S. 56655 ROUTE 25 50 425/11 520/13/14 560/14/15 600/15/16 80/2/3 120/3/4 160/4/5 SOUTHOLD, NY 55 495/13 600/15/16 600/15/16 680/17/18 80/2/3 1 120/3/4 160/4/5 Project TABLE 410.05: CHANNELIZING DEVICE APPLICATION FOR INTERMEDIATE-TERM STATIONARY WORK SITE PLAN TABLE 410.03: PROTECTIVE VEHICLE REQUIREMENTS ZONES NON-FREEWAY WORK ZONE PROVISIONS z Project Address: COMPLIANT CHANNELIZING DEVICE MUTCD 56655 ROUTE 25 CLOSURE TYPE ROAD TYPE &SPEED >45 MPH 35-40 MPH < 30 MPH 0 W SOUTHOLD EXPOSURE CONDITIONS INTERMEDIATE-TERM u) z SUFFOLK COUNTY NEW YORK STATIONARY WORK ZONES w w co (n cn WORKERS ON FOOT OR INVOLVE WORK THAT v O z z W Wim' _ County Tax Map Number: Contract Number: VEHICLE EXPOSED TO P, TMIA P, TMIA SEE NOTE 2 w F— O w O Y Y W p z Q 1000-63-3-15 OCCUPIES A LOCATION v Z v Q z w z U Regulatory Reference Number. LANE CLOSURE OR TRAFFIC FOR MORE THAN 1 W p O —1 Q Q a ^� a ENCROACHMENT Title of Drawing: Z) z DAYLIGHT PERIOD UP TO 3 OTHER HAZARDS NO 2 w o o J Q 8 g z W U > v WORKERS EXPOSED P, TMIA SEE NOTE 2 SEE NOTE 2 CONSECUTIVE DAYS, OR =_ NIGHTTIME WORK THAT U ¢ F-- I_ m ^ m O w WORK /�I WORKERS ON FOOT OR OCCUPIES A LOCATION c� W > > >b1�O R K ZONE VEHICLE EXPOSED TO P, TMIA SEE NOTE 2 SEE NOTE 2 FOR MORE THAN 1 HOURTABLE 410.06: REQUIRED SIGN SIZES* SHOULDER CLOSURE OR TRAFFIC SHOULDER/MERGING/ 20 FT. * X X TRA I CONTROL T RO L ENCROACHMENT OTHER HAZARDS NO SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 SHIFTING TAPERS 40 FT. X X SIGN NON-FREEWAY FREEWAY /� WORKERS EXPOSED G20-2 36X18 48X24 PLAN MARKING FOR N/A X2 X X 2 X 2 LEGEND TRANSVERSE BUMPS W20-1 36X36 48X48 TRANSVERSE DEVICE P: PROTECTIVE VEHICLE REQUIRED FOR EACH CLOSED LANE& EACH CLOSED PAVED SHOULDER 8'OR WIDER, IF WITHIN CLOSED TRAFFIC 800 FT. X X X X X 0 W21-5 36X36 48X48 Drawing Number: THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE, THE PROTECTIVE VEHICLE SHALL BE LANE AND/OR SHOULDER W7-3a REPOSITIONED ACCORDINGLY 24X18 36X30 0 REMOVAL OF EXISTING 80 FT. X X X X X X 0 G20-1 36X18 48X24REC ' AL TMIA: TMIA REQUIRED GUIDE RAIL 40 FT. --- ___._ WARNING FLAG 18X18 18X18 NAV ' 2022 NOTES: NOTES: X=ALLOWED, BLANK= NOT ALLOWED, 0= OPTIONAL *SEE NOTE 5 ON THIS SHEET. C5 E 1. THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT 1. -A TYPE 1 OBJECT MARKER MAYBE USED IN LIEU OF CHANNELIZING DEVICE. * FREEWAY SIZES MAY BE USED ON NON-FREEWAY, IF SPACE I._____ sheet °' o 2. EITHER A PROTECTIVE VEHICLE OR THE STANDARD BUFFER SPACE SHALL BE PROVIDED 2. -CHANNELIZING DEVICES SHALL BE EQUIPPED WITH A FLASHING WARNING LIGHT. CONSTRAINTS DONOT EXIST. 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GRATE ELEV:27.2 26.5 a s `b Q RIM 31.8 I f HOT �g SF a PROPOSED 6.5'HIGH PoM 25 a a O 12'DIA /. } 2A a TUB VEFFECTIVEDEPTH,.^ 1 a -,•.°-^ -- ;RETAINING WALL EL 275 J w 0 " z 5 ILE • ( Jy\ I GRADE +EL: 72 / FF EL.32.0 �� 26; WOODEN m N STOCKADE FENCE z , j Cb g RDH A-7 _ I POND DRAIN O ., '4,p� c U o a j a LAND NOW OR FORMERLY OFLL Q 0 I slola's RIDGE �- --- - of COTTAGE 3 - PoM 29.25 O LL r i a �' EUGEN TOMASIC&MIRELLA TOMASIC a I TUOB 669 SF , 6EFFECTNE POOL AREA RIDGE ..�-��'• 17 EFFECTIVE DEPTH it i.z Q 00 p Q- 3DLP 2 S.C.T.M. N0. 1000-63-03-14 n- o SI Z DEPT an O ,a� Z 'r: DLPe-10 PLAY COURTS 1 C o o is, 17DIA a J 12'DIA. GRADE EL.27.5' j w I. o �, TEFFECTIVE DEPTH (IMPROVED,CONNECTED TO PUBLIC WATER W J } - •'�• ,. 'EFFECTIVt FDIORDRAIN �HDT \ _ `J rn I` , ) ,jil EFTH (IRATE ELEV:27.2 TUB QL 0 0 � c ELI cb I \ FLOOR DRAIN - c__ 0 RDH Ba DLP C-6 it o b v o COTTA RD L13i ( 0 GRATEEL�V:27.2 _ HIM 29.5 CL i, a t`--; p y HOT , BW:27.20 BW:27.25__ - t w%2 ,,�' o ' -- 669 SF ; --- -- -- - _ _ 12' T 3 3 ° ; °° D c 1 PROPOSED s a TUB TW:30.5 RAMP- TW:30.5 RAMP / DLP RA-9 - 17 EFFECTIVE 'L z A 22 LAND 0 -- _ =/` VE z 3: u , rn LIRR LAND BANKED L1 ,._ 1z� _ --- - EPTH u,3 PROPERTY BANKED�ys PARKING - .�L' �� '. � ,. ^�--_ � ., ' -s cTIVEDE _ _ �� J 28 ' DEPTHcn � �(. - - .-__,. LINE Z AREA •'. WALKWAY _ �Y • i rc" LOCUST j -- - (3,kSSPAerED>JA , ;. 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LCB B-6 .�.. , s. .. <>M; .wASS PAVE°S 3. i Pow_ .". . . « ._ .. _. 27 tr:,.��`:w� �.3 r. �y ,2'DIA _25o 12'EFFECTIVE DEPTH _ - in 3dO-p a---0--n- I DLPC-7 -- ---o---n-O---°-°---° i-` - ., •\ RIM 27.5 °° ---°-° a °---a--0--a---0- --n--a- .. -.... .. 12'DIA C N05°30'50'W -��-�--�-��-�_-. ''-o- o ° -0--a_o- ` 7'EFFECTIVEDEPTH 1 616.57 _ 33 PROPOSED 6.5'HIGH -- 28 WOODEN 1 33 �� STOCKADEFENCE - YI N� 2t 3' 0 40 80 8 REVISED PER TOWN COMMENTS 11/23/2022 ND NOW OR FORMERLY OF PROPOSED GRADING AND DRAINAGE PLAN ® 7 REVISED PER NYSDOT COMMENTS 09/15/2022 _ CHARLES W.WITZKE 32 6 REVISED PER TOWN COMMENTS SCALE: 1" = 40' 02/15/2022 S.C.T.M. N0. 1000-63-03-28.1 5 ADDRESSED FEIS COMMENTS 05/11/2021 N05°30'50w (IMPROVED,CONNECTED TO PUBLIC WATER) SCALE: 1" = 40' 4 REVISED PER CLIENT'S REQUEST 02/18/2021 51.34' 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date Designed By Date Submitted TC 01/20/17 Drawn By Date Created TC\LT 08/23/16 Approved By Scale BG AS SHOWN Client THE ENCLAVES / \ . / ,/� 55 ROUTE 25 ; ,� r/ / \�� ;\/r � ._ .._ OUTHOL NY 566 Prqect ///j. , / % r t D . DRAINAGE AREA : L DRAINAGE AREA'A' // \ ' /. .� ��/• r [._ _ _ _ __ . u x/, / ,' \ * DRAINAGEAREA'D' ' f / / / ' ," ``' ,✓ ��''\' '/;. ° ; ;i" �,�' DRAINAGEAREA'C1 SITE PLAN r Project Address: " 56655 / , , E 25 OUT > �/�/ iia e ;✓x;�, >:% �\ �\/ L_. __ L_ �._. ` . I.,_ SOUTHOLD ` SUFFOLK COUNTY, NEW YORK a_.,. L.,_ County Tax Map Number: `\ r16. �" Contract ✓\ _ `\�} \ Number. ` �"� � � � � 1000 5 Regulatory Reference Number. f r /' r"-� \ Tide otDravdng: PROPOSED SITE ° : Z s` D RAI NAG E AND GRADING PLAN PROPOSED GRADING AREA MAP o Drawing Number. SCALE: NOT TO SCALE RECEIVED F. a NOV 2 2022 69m 5; Southold Town Sheet °� a Planning Board 8 22 E!N PWGC Project Number: g z Unauthorized alteration or addition W w MINE IN, NYSDOT CASE NUMBER 97500 tothis aviolagand ofSecrelated on7209documents AVG1601 is a violation of Section 7209 az ao of the New York State Education Law U F �o a a I Strategic Environmental and Engineering Solutions 630 Johnson Avenue. . Suite 7 Bohemia . NY. 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS i aw" TOTAL PROPERTY AREA, = 294,202 SF(6.75 ACRES) 84,994 SF(1.95 ACRES) 101,050 SF(2.31 ACRES) 66,921 SF(1.53 ACRES) 41,237 SF(0.94 ACRES) DRAINAGE DRAINAGE AREA IMPERVIOUS-56,716 SF DRAINAGE AREA IMPERVIOUS-17,422 SF DRAINAGE AREA IMPERVIOUS-19,778 SF --------- - ---- -- - - - _ AREA IMPERVIOUS-32,334 SF __-- DRAINAGE REQUIRED DRAINAGE REQUIRED DRAINAGE REQUIRED DRAINAGE REQUIRED HOTEL ROOF: 26,398 SF x 2"/12"x 1.00 = 4,399.66 CF EVENT ROOM ROOF: 3,651 SF x 2"112"x 1.00 = 726.33CF ASPHALT: 15,971 SF x 2"112"x 1.00 = 2,661.83 CF CONCRETE WALKS: 2,870 SF x 2"/12"x 1.00 = 478.33 CF CONCRETE STEPS: 477 SF x 2712"x 1.00 = 79.50 CF ASPHALT: 13,069 SF x 2"112"x 1.00 = 2,178.16 CF CONCRETE CURB: 615 SF x 2"112"x 1.00 = 102.50 3 COTTAGE ROOF: 2,676 SF x 2712"x 1.00 = 446.00 CF CONCRETE WALKS: 1,599 SF x 2"/12"x 1.00 = 266.50 CF CONCRETE CURB: 702 SF x 2"112"x 1.00 = 117.00 CF GARAGE ROOF: 370 SF x 2712"x 1.00 = 61.66 CCF F HOT TUBS: 288 SF x 2"/12"x 1.00 = 48.00 CF POOL AREA: 10,244 SF x 2712"x 1.00 = 1,707.33 CF TOTAL REQUIRED = 290366 CF RESTAURANT ROOF: 2,760 SF ASPHALT: 25,002 SF x 2712"x 1.00 = 4,167.00 CF CABANAS: 600 SF x 2"/12"x 1.00 = 100.00 CF 2,903.66 F x 2"/12"x x 1 1 = 10.33.00 = 460.00 CC CONCRETE CURBS: 1,498 SF x 2"/12"x 1.00 = 249.67 CF PLAY COURTS: 786 SF x 2712"x 1.00 = 131.00 CF DRAINAGE LEACHING POOLS CONCRETE STEPS: 62 SF x xx TOTAL REQUIRED = 3,296.0 CF TOTAL REQUIRED = 5,389.00 CF CHESS BOARD: 399 SF x 2"/12"x 1.00 = 66.50 ASPHALT: 15,086 SF x 2"/12"x 1.00 = 2,514.33 CF EVENT ROOF: (2)8'DIA.x 9'EFFECTIVE DEPTH LP'S DRAINAGE LEACHING POOLS CONCRETE CURB: 420 SF x 2712"x 1.00 = 70.00 CF =(2)x 42.24 CF/FT x 8 FT. = 760.32 CF DRAINAGE LEACHING POOLS TOTAL REQUIRED = 9,334.82 CF ASPHALT/CURB: 2 12'DIA.x 12'EFFECTIVEDEPTH LP'S COTTAGE ROOF: (2)8'DIA.x 6'EFFECTIVE DEPTH LP'S ( ) ASPHALT/CURB/GONG: (4)12 DIA.x 12'EFFECTIVE DEPTH LP'S =(2)x 42.24 CF/FT x 6 Fr. = 506.88 CF DRAINAGE LEACHING POOLS =(2)x 100.88 CF.FT x 12 FT = 2,421.12 CF =(4)x 100.88 CF/FT x 12 FT. = 4,842.24 CF ASPHALT/CURBS: (5)12'DIA.x 12'EFFECTIVE DEPTH LP'S TOTAL PROVIDED = 3,181.44 CF REST.ROOF: (1)10'DIA.x 8'EFFECTIVE DEPTH LP'S =(5)x 100.88 CF/FT x 12 FT. = 6,048.00 CF HOTEL ROOF: (4)12'DIA.x 12'EFFECTIVE DEPTH LP'S =(1)x 68.42 CF/FT x 8 FT. = 547.36 CF HOT TUBS/CONC.WALK: (1)10'DIA,x 8'EFFECTIVE DEPTH LP'S =(4)x 100.88 CF/FT x 12 FT. = 4,842.24 CF TOTAL PROVIDED = 5,389.60 CF _(1)x 68.42 CF/FT x 8 FT. = 547.36 CF ASPHALT/CURBS: (2)12'DIA,x 12'EFFECTIVE DEPTH LP'S DRAINAGE AREA PERVIOUS-4.9_,499 SF TOTAL PROVIDED = 7,102.24 CF (2)x 100.88 CF/FT x 12 FT. = 2,421.60 CF POOL AREA: (4)12'DIA.x V EFFECTIVE DEPTH LP'S DRAINAGE REQUIRED DRAINAGE AREA PERVIOUS-21,459 SF (4)x 100.88 CFIFT x 5 FT = 2,017.60 CF _- REC.AREAMALK: (2)V DIA.x V EFFECTIVE DEPTH LP'S GRASS PAVERS: 5,785 SF x 2712"x 0.30 = 289.25 CF DRAINAGE REQUIRED (2)x 42.24 CF/FT x 8' = 675.84 CF GRASS/LANDSCAPING: 43,714 SF x 2"/12"x 0.30 = 2,185.70 CF TOTAL REQUIRED = 2,214.95 CF GRASS PAVERS: 854 SF x 2"112"x 0.30 = 42.70 CF TOTAL PROVIDED = 9,939.28 CF GRASS/LANDSCAPING: 20,695 SF x 2"/12'x 0.30 = 1,034.75 CF DRAINAGE AREA PERVIOUS=52,660 SF DRAINAGE LEACHING POOLS TOTAL REQUIRED = 1,077.45 CF DRAINAGE REQUIRED DRAINAGE AREA PERVIOUS-44,334 SF PERVIOUS: (4)12'DIA.x T EFFECTIVE DEPTH LP'S DRAINAGE LEACHING POOLS - - - - -- _(4)x 100.88 CF/FT x 7 FT. = 2,824.64 CF GRASS/LANDSCAPING: 52,660 SF x 2712"x 0.30 = 2,633 CF DRAINAGE REQUIRED TOTAL PROVIDED = 2,824.24 CF PERVIOUS: (1)12'DIA.x 12'EFFECTIVE DEPTH LP'S TOTAL REQUIRED = 2,633 CF _(1)x 100.88 CF/FT x 12 FT. = 1,210.56 CF GRASS PAVERS: 525 SF x 2712"x 0.30 = 26.25 CF TOTAL PROVIDED = 1,210.56 CF 8 REVISED PER TOWN COMMENTS 11/23/2022 DRAINAGE LEACHING POOLS GRASS/LANDSCAPING: 43,809 SF x 2712"x 0.30 = 2,190.45 CF 7 REVISED PER NYSDOT COMMENTS 09/15/2022 GRASS: (1)12'DIA,x 5'EFFECTI'/E DEPTH LP'S TOTAL REQUIRED = 2,216.70 CF 6 REVISED PER TOWN COMMENTS 02/15/2022 x 100.88 CF/FT x 5 FT. = 504.40 CF DRAINAGE LEACHING POOLS 5 ADDRESSED FEIS COMMENTS 05/11/2021 4 REVISED PER CLIENT'S REQUEST 02/18/2021 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 GRASS/LANDSCAPE: (2)12'DIA.x 12'EFFECTIVE DEPTH LP'S _(2)x 100.88 CF/FT x 12 FT = 2421.12 CF PERVIOUS: (2)12'DIA.x 12'EFFECTIVE DEPTH DLP'S 2 ADDRESSED DEIS COMMENTS 07/17/2019 _(2)x 100.88 CF/FT x 12 FT. = 2,421CF TOTAL PROVIDED = 2,925.52 Number Revision Description Revision Date TOTAL PROVIDED = 2,421.1212 CF 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Designed By Date Submitted TC 01/20/17 Drawn By Date Created TC\I,T 08/23/16 Approved By Scale BG AS SHOWN Client THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project SITE PLAN Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contract Number. 1000-63-3-15 Regulatory Reference Number. Title of Drawing: PROPOSED SITE DRAINAGE AND GRADING PLAN w s Drawing Number. N QN Q U W Tpq1� � 6 nM]//"�f'�l�+y��1 W � o S: I NOV 2 2022 y Sheet of So Southold Town 9 22 Planning Board PWGC Project Number. z Unauthorized alteration or addition a NYSDOT CASE NUMBER 97500 totMsdrawing and ofSection72 mems AVG1601 W is a violation of Section 7209 LL a of the New York State Education Law o J a n. B-1 B-2 B-3 B-4 (EL.26.01±) GROUND SURFACE (EL.28.01±) GROUND SURFACE (EL.28.0'±) GROUND SURFACE (EL.30.0'±) GROUND SURFACE_ 1 DARK BRN. , , , 1 DARK BRN, , , , A 1 DARK BRN. , , , 1 DARK BRN. I 1 1 1 2 ORGANIC LOAM 1 1 ORGANIC LOAM ; ; 1 1 ORGANIC LOAM ; ; 1 1 ORGANIC LOAM ' ' ' 1 15" OL 6 1 I 1 ° I I I " 1B 17" OL 6 1 15 a1- 6 1 16 o1- s 2 DARK BRN.-BR � � � 1 � � � 1 BRN.SANDY SILT � � � �/2 BRN.SANDY SILT ' ' ' I I 1 DARKBRN. I I I 1 1 I IS 2 SILT LOAM,TR.SAND I I I B 2 I I I B 2 LOAM,TR.GRAVEL, 1 1 1 LOAM,TR.ROOTSROL SILT LOAM, , , , • • 1 RDOTS I 2 TR.SAND,ROOTS ; ; ; 3 ROOTS • • • OL 6 • • (OL (6 I 1 I (OL)(6) (OL)(6) • BRN.SAND, • 2 2 t Err BRN.SANDY SILT ' ' ' 2 2 17" ' 2 4 1$" LIGHT BRN.SAND, • • 2 �/4 'fall TR.GRAVEL,SILT • • 6 LOAM,TR.ROOTS $ . ° • ° 3 TR.GRAVEL,SILT . ' • 6 SI' s 0 ' • Strategic Environmental and Engineering Solutions B OL 6 ' ' B SAND,TR.GRAVEL, o ° • 8 ( • ' • 2 LITTLE SILT ' ° 5 (SP)(3b) • 7 0 • • 6 • ' . 4 (SP-SM)(6) • ' . 5 . ' . 5 • ' • 5 $ • 5 5 LIG GE • 5 6 • 5 5 • • ` . 3 ' • ' 3 1$" SAND,TR.GRAVEL, ' • ' 3 19" ' • ' 3 18rr LIGHT BRN:ORANGE •%18" LIGHT BRN.SAND, • • 7 • • 5 • 6SAND,TR.GRAVEL, .SILT • LIGHT BRN:ORANGE •TR.GRAVEL,SILT • • $ SP 3b • • • 6 SAND,TR.GRAVEL, • • 5 SILT • • (SP)(3b) • • �/7 • • SILT • • (SP)(3bTAN-LIGHT BRN. 6 5630 Johnson Avenue. • Suite 7 4 1 gn ORANGE SAND, ' • • 4 18" (SP)(3b) . ' • 4 17" • ' • ' • • �77 TR.GRAVEL,SILT • • • 6 • . • 5 ' . ' Phone: 6311emia o NY o 5896353 . Fax1/63611 589-8705 (SP)(3b) ' • ' $ ' • ' 6 ' • ' / \ / • 5 E-mail: INFO@PWGROSSER.COM • , 6 6 LIGHT BRN.SAND, 0 : • 5 6 LIGHT BRN.SAND, 0 . 0 4 LIGHT BRN.SAND, • . ' • 5 16" TR.GRAVEL,SILT 0 • 5 1 g" TR.GRAVEL,SILT • • • 5 18" TR.GRAVEL,SILT • 0 : 0 : 10 7 7 (SP)(3b) 0 : 10 5 7 (SP)(3b) : 10 6 (SP)(3b) CONSULTANTS 018" 6 N19" • • • 4 • • 6 719" • • • s 4 • 0 • 6 0• • $ 718"1 • • • ' • • 9 . • . • • . • . • . • TAN-LIGHT BRN. • • • • • • • • 95 SAND,TR.GRAVEL, • ' • 15 0 • • 15 • • 0 15 0 : • 4 SILT • 0 • 6 • : • TAN-SAND LIGHT BRN. • • * • ' • -:-, (SP)(3b) • • • • • • TR.GRAVEL,SILT • • • • • • 5 g 6 20' • 7 7 18" ' . ' 7 6 1911 (SP)(3b) • • • 7 5 n • . - -` :_:_.^-;_r • $ TAN-LIGHT BRN, • • • • • 6 19 TAN-LIGHT BRN. • !- • • • • 0 • �/7 • • 6SAND, •2 8 SAND • 00 TR.GRAVEL SILT • • . • • TR.GRAVEL,SILT • • • • (SP)(3b) • • • ' • (SP)(3b) • ' • �I�p)a1f • • • • • • • • LONG • • • � �41.M.NL, • • • • • • • • F : -„''3.,Y-•",'.....':J a +www. :20 • • • 20 • • • 20 • • • 20 • • ' B-6 • • • • • • fil 7 • • • 6 • • • • • 5 C. :r" RELOCATION ry W � ,- DECEIVED 8 " • • • 7 n • . • 5 r, 6 • • • ti x it a�..-•�y, �_"'':'y'�S',a:.` 1D'WEST 6 8 18 . 0 • 8 X71 19 . � . 8 18 . • . 8 $ 18" 8a ::.'=. �----- --- 9 . . ' ' . ' 6 g • , • ,� NOV 2 20 �.T� 1 L-_ ' • ' • • ' • • • • • ' 220' T _" SOutrlold f own • • • • • • ' ' B-7? " Planning Board • o 6-4 -.I �r5 BRN.SAND, • • 25 • • 25 LIGHT BRN.SAND, • • 25 • • (. ( c } 6 TR.GRAVEL,SILT • • • $ • • • LITTLE GRAVEL, • • • • : • ; _ .8-� �_ ----�� UNIFIED SOIL CLASSIFICATION (SP)(3b) • • G.W.T. • • TR.SILT . . • • ' • 25'-B* . . (SP)(3b) . . . • +�"" "' SOIL GROUPS TYPICAL NAMES AND SOIL SYMBOLS 7 $818" • • ._v g 91g" • • g 7 19" • • s 6 19" • ' • .';. " • ' 8 • ' • $ • ' • �/6 • ' • t- AR�4 c 794,142 5Q.fT„= , 1aTHRU 1d BEDROCK END OF BORING 2T-0" END OF BORING 27'-0" END OF BORING 27'-0" • ' • G.W.T. A OR 6.75 ACRES B_2 v I- • 28' oo' GW WELL GRADED GRAVELS,GRAVEL SAND MIXTURES,LITTLE OR NO FINES w w w • • �� 10 a ' w w w 9:41AM B_3 _ p • POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. IJ. N SB EC CLASSIFICATION LL SB RE CLASSIFICATION LL SB RE CLASSIFICATION • • --w "�` • • • v » ( » GP LITTLE OR NO FINES ' a • :•`..k' � ^•�, , , :„��..,. - GM SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURE xdT flxo. p 30 • • CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURE B-6 LIGHT BRN.-BRN. • � .. 4--' ... - ..a .,.,�. - .. � B-5 SAND,TR.GRAVEL, . ., GC B-7 • 34 SILT • . ' " . I, ..""" � 000 $ SW WELL GRADED SANDS GRAVELLY SANDS LITTLE OR NO FINES n . • ( 0 0 (Et_.30.01t) GROUND SURFACE (EL.29.0't) GROUND SURFACE 10 20 (SP)(3b) ".. «� • • • ,t <<"- SP POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES • • • (EL.32.0 t) GROUND SURFACE • 1 DARKBRN. 1 I 1 1 LORGAN,'IC BRN. r I r 4 • • 0 0 1 2 ORGANIC LOAM ' ' ' DARK BRN. • e 1 LOAM ' ' ' 1 ' ' ' SM SILTY SANDS,SAND-SILT MIXTURESo " 1ORGANIC LOAM ' ' ' o3 16 OLI 6 1 I r n 6 1 1 I 1 1 1 I • • k1 2 14 151' OL 6 ' ' • +^G»'" � + SC CLAYEY SANDS,SAND-CLAY MIXTURES o 0 BRN.-LIGHT BRN. i i i 1 2 BRN.-LIGHT BRN. a 75' - SILT LOAM, I I I , , 1 1 1 r • • w 3 , , , 2 SILT LOAM, , , , SANDY SILT LOAM, 1 1 r » ". B-''I - ML INORGANIC SILTS,VERY FINE SANDS,CLAYEY SILTS,SLIGHT PLASTICITY 1 TR.SAND,ROOTS 1 1 I 2 .:r _'.. :. .. 1 1 I • _ �REL6.0.N OL 6 ' ' ' 2 TR.SAND 5 TR.ROOTS • • • /, i i • • • ; - y *, '" 0 aO• - • INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS 3 • 2 3 (OL)(6) 1 I r �� OL)(6) • . 35 . iI Ysr�w w 1rrlr..,g •.. 8 2 15" 17" 6 s�� I � `"�` J•. �-" CL SANDY CLAYS,SILTY CLAYS 5 4 BRN.-LIGHT BRN. 2 16 •`` h 7 • • • • g • • • • a+ ~�' OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY I 1 1 7 SAND,TR.GRAVEL, BRN,SAND, J„^ ;.;,z° ._- °"`'� '1 ' ' 6 REVISED PER TOWN COMMENTS 11/23/2022 • • • SILT • 11 • LITTLE GRAVEL, • • "' ,: "- '" _' � INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE SANDY OR 1'; '_' '` 1 MH SILTY SOILS,ELASTIC SILTS 5 REVISED PER NYSDOT COMMENTS 09/15/2022 7 LIGHT BRN-0RANGE • • 5 SP 3b • • ' • ' S " • » , 5 • 5 ( )( ) • 7 LIGHT BRN.SAND, • • 11 19 TR.SILT • • • c ° . �°' '`''. 4 4 REVISED PER TOWN COMMENTS 02/15/2022 3 $ „ SAND,TR.GRAVEL, • • 3 6 1$rr • 0 5 • (SP)(3b) • • a mP ,.; $ '.a: a CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS 9 1$ (SP)(3b) 8 • 8 7 rr TR.GRAVEL,SILT • • 5 • c ,` Y x,,,�. " 8 a 3 ADDRESSED COMMENTS DATED I2/9/19 04/08/2020 • • • • $ : • : 3 SP 3b • • • • • • ,,,, i, - } 3 w - - OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS 2 ADDRESSED DEIS COMMENTS 07/17/2019 --. W.� 9 _._ • 7 • • • • �, .^'_" -.' 1 REV.TO 44 ROOMS UPDATE UTILITIES 04/11/2017 • • LIGHT BRN.-ORANGE • • r +. `� Pt PEAT AND OTHER HIGHLY ORGANIC SOILS Number Revision Description Revision Date • 4 6 2O° SAND,TR.GRAVEL, • . . • • • .,. ' `- «. Z"_,' • ' 7 SILT ' . ' . ' . • ' • }�� ' - h1AfN ROAD « ALLOWABLE SOIL BEARING PRESSURES,N.Y.C. BLDG.CODE TABLE 1804.1 • • • SP 3b • • • • • Designed By Date Submitted $ ( )( ) • • ♦ • NYS RbtR1 15 MAXIMUM ALLOWABLE MAXIMUM ALLOWABLE • • • 40 • CLASS OF MATERIALS TC 01/20/17 • • • TDPOGRAPHICAL FOUNDATION PRESSURE FOUNDATION PRESSURE • • • 7 • • • • SURVEY OF DROPERIY (Notes 1 and 3)* (TSF (kPa) Drawn 8Y Date Created • • • 6 " • • • ' • ' S ' • ' $11UATED IN 1. BEDROCK(NOTES 2 and 7)* TC\LT 08/23/16 • • 5 19 • • • • • • • • r•. SOUTHOLD 1a HARD SOUND ROCK-GNEISS,DIABASE,SCHIST 60 5,746 Approved By Scale 10 • 10 6 • • • • • 12 5 20" • • • 3 LAND SURVE';ING lb MEDIUM HARD ROCK-MARBLE,SERPENTINE 40 3,830 BG AS SHOWN �,. 10WNQFSDU71lOfD51lFWlkC0UN1);M.Y. • 7 • 10 • • 5 • • �GT,MNQ.I000-63-03_!5 1c INTERMEDIATE ROCK-SHALE,SANDSTONE 20 1,915 Client: ' ' • • ' • µ. sYact>'=40 rrttrt Sora. 1 d SOFT ROCK-WEATHERED ROCK 8 766 6 • • • 5 • • • 6 ' • ' 6 • • • ca.u•'u. K a,. 2. SANDY GRAVEL and GRAVEL(GW,GP)(NOTES 3,4,8,and 8)* a 7 20" 6 6 16" • • • • • • • • • «v ,.'.4` :, _ % _-...... .: 2a DENSE 958 THE ENCLAVES $ • �/7 • 4 716" • • • • • "°`" '"` " '�'v 2b MEDIUM 8 575 56655 ROUTE 25 7 • • • . $ • • • • / 3. GRANULAR SOILS(GC,GM,SW,SP,SM,&SCXNOTES 4,6,8,and 9)* SOUTHOLD, NY • / 3a DENSE 6 575 • • • • • $ • • • • • 3b MEDIUM 3 287 Project • • • • • • ' • ' • • • 4• CLAYS(SC,CL,&CH)(NOTES 4,6,8,and 9) . . • . 45 BRN.SAND, • . • BORING LOCATION PLAN 4b s FF 3 287 • • • • • • • • • TR.GRAVEL,SILT • • • - 4c MEDIUM 2 192 • • • • • • • • • (SP)(3b) • • • 0 25' 75' 150' $CAALE: NTfAO' 400' 500' 5. SILTS&SILTY SOILS(ML and MH)(NOTES 4,8,and 9)* SITE PLAN 15 • • 15 • • • • ' • 13 5 19" ' • ' 5a DENSE 3 287 • • • • • • 15 • 6 • • • Sb MEDIUM 1.5 144 cj ' • • ' • • ' • • 6 • • • 50' 100' DRAWING SCALE: 1"=100'f 6. ORGANIC SILTS,ORGANIC CLAYS,PEATS,SOFT CLAYS, SEE 1804.2.1* SEE 1804.2.1 LOOSE GRANULAR SOILS and VARVED SILTS 6 • • • 6 • • ' S • ' • • • • 7. CONTROLLED and UNCONTROLLED FILLS SEE 1804.2.2 OR 1804.2.3* SEE 1804.2.2 OR 1804.2.3 5 7 20" TAN-LIGHT BRN. • • � 7 18" ' • • 5 • • • • • • SAND, ' • ' TAN-LIGHT BRN. • • • 5 6 18" TAN-LIGHT BRN. 0 • • ' 0 ' *REFER TO SECTION 1804.2 OR NOTES FOLLOWING TABLE 1804.1 IN N.Y.C.BUILDING CODE FOR ADDTIONAL INFORMATION Project Address: 8 TR.GRAVEL,SILT 0 • • $ SAND, 0 • : 7 SAND, • 0 • : • COMPACTION RELATED TO SPOON BLOWS/FOOT STANDARD PENETRATION TEST-ASTM D 1586 56655 ROUTE 25 (SP)(3b) TR.GRAVEL,SILT TR.GRAVEL,SILT • "N" SOUTHOLD • . • (SP)(3b) • • • (SP)(3b) SAND&SILT CLAY (2"SOWCO NT SGEHAMERALLFALL) SUFFOLK COUNTY NEW YOR • • • LOOSE LESS THAN 10 SOFT LESS THAN 4 • ' • • • • • � 5O • • • SPOON BLOW COUNT Is GENERALLY SHOWN • • • • • MEDIUM 10 TO 30 MEDIUM 4 TO 8 UN-111.1 INV INCREMENTS FOR TDRIVETO OBTAIN K ' ' PER FOOT BLOWS PER FOOT(N)USE 2ND&3RD • • • • • • • 5 • • • DENSE GREATER THAN 31 STIFF GREATER THAN 8 TO 30 8"INCREMENT • • • • • . • HARD GREATER THAN 30 County Tax Map Number:NOTESn L Contract Number. • • • • ROTARY X-HEAVY CB-CASING BLOWS PER UD-UNDISTURBED SOIL 1000-63-3-15 0 ' • 20 • • • • • 14 6 20" • • SPOON 1 FOOT DRIVE NO SAMPLE NUMBER • • • • 5 • CASING CASING Regulatory Reference Number: • • • • • • • � SB-SPOON BLOWS PER • • 0 0 • SIZE,INCHES 2.5 2.0 8 INCH DRIVE FEET-DEPTH FROM GNO.SUR. - 6 5 • • 6 6 1. SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. HAMMER WEIGHT,LBS. - 140 P-PUSHED BY WEIGHT NOTED AT EACH 5' Title of Drawing: OF HAMMER WOH-WEIGHT OF HAMMER 7 • • • rj • ' • • • • END OF BORING 52'-0" HAMMER FALL,INCHES - 30 WOR-WEIGHT OF ROD REC-SOIL RECOVERY IN INCHES n • 6 g 0 • • • 8 19' • • • 6 7 20n • • 2. SOIL DESCRIPTIONS ARE IN ACCORD WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. THE LIABWTYOFSOIL MECHANICS DRILLING CORP.,ITSOFFICERS OREMPLOYEES,FORERRORS•OMISSIONSORNEGLIGENCE RESULTING INPERSONAL 7 • OWL. INJURIES,PROPERTY DAMAGE OR ANY CONSEQUENTIAL DAMAGES,IS LIMITED TO THE AMOUNT OF THE FEE PAID FOR THIS REPORT.THE RETENTION 8 • • • 7 ' • ' SB RE CLASSIFICATION OR USE OF ANY PART OF THIS REPORT WILL CONSTITUTE AN ACCEPTANCE OF THIS LIMITATION OF LIABILITY.IF THIS IS UNACCEPTABLE,THE CLIENT BORING PLAN ^ • • • • • • 8 • • • 3. GROUND WATER TABLE WAS MEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. MusT NDT FY SOIL MECHANIcs DRILLIJG CORP.IN wrtRING BY CERTIFILro MAIL,wrrMN SEVEN DAYS FROM THE DATE OF RECEIPr.THE FEE CHARGED 2 • • • 0 • FOR THIS REPORT IS BASED ON THIS UMrTATION OF LIABILITY WHICH IS THE ESSENCE OF THIS AGREEMENT.IF THE CLIENT WANTS A HIGHER LIMITATION OF LIABILITY,SOIL MECHANICS DRILLING CORR,WILL NEGOTIATE ONE,BASED UPON A HIGHER FEE BEING CHARGED FOR THE ADDITION- ' • ' ' • ' 0 • • 4. SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN TWO FEET VERTICALLY. AL ASSUMPTION OF LIABILITY.SOIL MECHANICS DRILLING CORP.,ITS OFFICERS OR EMPLOYEES.HAVE NO LIABILITY OR RESPONSIBILITY TO h PERSONS OTHER THAN THE CLIENT FOR WHOM THIS REPORT WAS PREPARED.ANYONE,OTHER THAN OUR CLIENT,RELIES ON THIS AT THEIR OWN RISK. p BORING LOGS z • ' • . • • ' • • 5. SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER. • • . • • . • ANDREW V.GIAMBERTONE&ASSOCIATES,ARCHITECTS,PC 5 ' • 25 • ' • • 6. SOIL TEST BORING GROUND SURFACE ELEVATIONS SHOWN ARE REFERENCED TO TOPOGRAPHICAL SURVEY- 62 ELM STREET 6 !�8 ' • • PROVIDED BY:ANDREW V.GIAMBERTONE ASSOCIATES&ARCHITECTS. HUNTINGTON,NEW YORK 11743 7 7 7 20n 9 20„ • . • 6 7 • • , • $ $ • • • 7 • • • 7 20" : • : Drawing Number: �'' SOIL MECHANICS DRILLING CORP. o • 8 • • � U END OF BORING 27'-0" END OF BORING 2T-o" Subsoil investigations W END OF BORING 27'-0" 3770 MERRICK ROAD ' SEAFORD, NEW YORK 11783 516221-2333 ~ SUBSURFACE INVESTIGATION ® a IWi W SB EC CLASSIFICATION Lwi SB RE CLASSIFICATION W D LL[N4 SB EC CLASSIFICATION VI> PROPOSED 2 STORY HOTELA�e ROUTE 25 P� SOUTHOLD, NEW YORK sneer of o VERTICAL BORING SCALE; DRAWING DATE DRAWING NUMBER 1� �� 1/2"=V-O"UNLESS NOTED OTHERWISE DECEMBER 27,2016 161-805.7 g DATES OF BORINGS: DRAWN BY: CHECKED BY: REVISED DATE: PWGC Project Number: a-z Z: 16LDWGS 161-805.7 DECI CV SHEET 1 of 1 w Unauthorized alteration or addition a NYSDOT CASE NUMBER 97500 tothIsaviolganofSeceon7209ents AVG1601 W Is a violation of Section 7209 LL o of the New York State Education Law o a a _ TOWN HARBOR ` I - , LANE PM NYSDOT TYPE I CURB WOOD POSTS o) RAMP WITH DETECTABLE WITH NETTING LINE OF EXISTINGIt v DRIVEWAY TO BE EXISTING 1 STORY FRAME ITEM 608.01050009 1 c SHED TO BE RENOVATED AND w N REMOVED ITEM 608.21000003 o Y .- ., INCORPORATED INTO MAIN V5 a PROPOSED 0 \ RELOCATE EXISTING 1 STRUCTURE a NYSDOT TYPE 3 u9 Fm CART PATH 27 -- i STORYFRAME r DRIVEWAY Strategic Environmental and Engineering Solutions 32 a 28 8 o 2n 2S m GARAGE TO REMAIN I 310.00' ENTRANCE P t4 it a 622.78' \ - - - - - 3a S07°38'10"E 29 0 a� S07 4'4 E o _�- - �r .. - SIGN • r --�-_� -�--� -�� �. �� �� �� �...+ r.. mom,..,,.. .-«�•�».»,,a,,.."�• ...a:m:,. ..<m _ u'r+ IIp ` r,;• a.,. il �" n,�.. SLE - o. - ,1. .» ,. . " •. ._.,.:«.. .. .. ., .. _. ,.. .,... '"'°..a. G WELL - ° �. Y" o a. DNEW RIVEWAY E. •w A 1 • /RELOCATED AS ' 1 s. A o I° v rn m con � NYSDOT TYPE 1 CURB III �„ I I 0 ':'.-:,' .< IRRIGATION WELL CV 60'-0" 60'-0" � ,:�• - <:•: ���� � .��1]. ; WARN NGSTRIPSCTABLE 30 Johnson e • _ _ RAMP WITH 6 n Av nue Suite 7 - o ,�-, ' � EXIST'G i � H Bohemia . NY 11716-2618 .� TEM 608.01050 m I f p .• l\ � R\28 ,:w ' 7 Y � I -af } TEM 608.21000003 Phone: (631) 58 9-6353 • Fax: 631 589- 8705 28'W R28 Z E-mail:lc «�-c.t+.-;.}•c_,-_.-...-..-...c_-c- �� ---- I Oc W T O c k� ' I I I I 0 t r _ 11 ' Nc3 { Z INFO@P WGROSSER.COMP3 218-0 EXISTIGTO2STORY STRUCTURE TO REMAIN IGNEVENT RM.HOTEL PROPOSED PROPOSED RESTAURANT 26.5 E(ND BASEMENT) 1GW/BASEMENT b CONCRETE SIDEWALK CONSULTANTS3X TWO(2)STORIES W/BASEMENT RBG\ 0'MIN. ' 4 172 SF 28 AREA NYSDOT TEM 680.010128272 SF SEATS 17'. 74 27 5 O FF PROPOSE FF EL.32.0 FRONTY MI 'SETBACKNO OPOSED A O 9, j.0. TIG T m W W TOPSOIL-ROADSIDE Q \ 29 `23 Z Z NYSDOT TEM 810.1402flW-W iiL TURF t i • # �4, $ t� J J NYSDOT TEMI6 01601 ROADSIDE t O Y / \ T �$ S • , .F_-+, � --- -- .; SIG Z Z NYSDOTTYPE O 3DRVEWAYLAWN/SCULPTURE 1' `: \ GARDEN ca O ENTRANCE EA 2T ` REO' f- "1ca An, R 20 I ED C FRO YD. " OPOS - I I I I 11 F - PR X ( TYP. \ m u 4 < SETB -- W r i Q a i .§ . / y 1 11'---;•,I' 'f I�!I j g''0" I I aE cam '•: :;: - X e } - GRADE L.30.5' v W } yo d ` ».:.':; NYSDOT TYPE I CURB i "� 1 __PROPOSED IaI •' • < w _ I� RAMP WITH DETECTABLE El4 I ".. WARNING STRIPS F - i PARKI %. ;"i \ - NEW PROPOS E$D EWAY - `� 4 I w TEM 608 01050009 I,ra4(tEA •'�` HOT COTTAGE 1 1 ' X ) -- - TUB ` .� AND PARKING N 7 O TEM 608.21000003 d CHESSBOARD a � p 3• P LCA ANA TW:3 •"S'�r,t,•••"'6 ° _,:.N-' R l I I D E - - D _ B :27.25 BW:27.25. DECORATIVE _ H ' r t I ❑ I�I I I HED _..N04°45'20•w S [ 32 3 - POND o ~' _. J*M- pbe r 0 0 In a HOT COTTAGE 2 < t' �` / E 26.5 � � �✓f I " 2. TUB 6:i2 S`r PROPOSED 2.5'H i. / a�. vA 14 n�nm N r, ✓ ,t �.c s - A.:.... RETAINING WALL / w N • � v i GRADE EL.27.5' + Gj (�" '_ z'' , EL: 725 FF EL.32.0' a O 0" I I cb co •„ ^;::wLu j 70T 16'-0" _ z a 4 4 4• k ?.N +�i1tP", Y a - ��/ v 6.0. U B � _ .169 Q `.'• N - - - -- -- EUGEN TOMASIC&MIRELLA TOMASIC _ a 0- x LAND NOW OR FORMERLY OF w O HOT COTTAGE 3 j ,RIDGE RIDGE, PROPOSEDIFRONT L rt o 00 TUB I �..; L REA Z 14 YARD SETBACK wpo ` -63-03-14 '� WJO PLAY COURTS a(IMPROVED'CONNECTED TO PUBLIC WATER)0 20'-0" GRADE EL.27.5' HOT W S.C.T.M. N0. 1000 cbJ _ �r I I�I I `• ,.. -. ... r fit` ;ff O IG COTTAGE 4 BW:27.20 BW:27.25 \. ° W HOT _ PROPOSED TUB TW:30.5 RAMP- TW.30.5 - LIRR 4 LAND BANKED, s I"I - _. _•_•.�„ I H I 28 PROPERTY PARKING t•"�10 � O • : • _ l AREA O_ WALKWAY - - _ LOCUST LANE LINE Z l _ CRASS PAvt a WA ,NAY e r ., ... P-.- '� REAR YARC ETs AOK x y( -- 20 iI, ? § ;i M , TP.I V •,.. - jI -... _ * -- k- "m ••r. - st;+t•"..EzR- p° _2E*6 OOSEO (L 30 Y , te_ g,-0•�g, w _L-AND NOW OR FORMERLY ORMERLY OFGARBAGE AREA ) NEW DRIVEWAY 34 -ryJANL. RYAN� `-.,_ S.C.T.M. NO. 1000-63-03-13 cb SIGN32 I PROPOSED PARKING AREA777 L ' . s - . __ ' (IMPROVED,CONNECTED TO PUBLIC WATER) It In REQD R li ' S o la b N ( f K r s .r GRASS PAVERS ',H»t • 27 3,7 "' � --� �-°SIR•- o - �" 1�` _ - S;.w.. �„ � ..-. � O 1 b - 1 NO A3-�.� �. _ °.1... •.r�o' - E 616.57' t•t,td f r �. - ° - 33 e _.... f N 1 N LAND NOW OR FORMERLY OF 3 30 8 % 7 REVISED PER TOWN COMMENTS 1/23/2022 6 REVISED PER NYSDOT COMMENTS 09/15/2022 CHARLES W.000-63- 32 5 REVISED PER TOWN COMMENTS 02/15/2022 _ S.C.T.M. N0. 1000-63-03-28.1 05°30'50"00 (IMPROVED,CONNECTED TO PUBLIC WATER) 4 ADDRESSED FEIS COMMENTS 05/11/2021 51.34' 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 _ 1 -_ ��r E D 2 ADDRESSED DEIS COMMENTS 07/17/2019 - - 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 33 LAND NOW OR FORMERLY OF n Number Revision Description Revision Date PILLES REALTY HOLDING LLC NOV 2 c 2022 S.C.T.M. NO. 1000-63-03-12Sou16 Designed By Dale Submitted EROSION & SEDIMENT CONTROL PLAN Plann ng Board Drawn By TC Date Created 01/20/17 - - - TQLT 08/23/16 SCALE: 1" = 40' Approved By Scale BIG AS SHOWN Client STANDARD AND SPECIFICATIONS FOR22 ® 40 80 CONCRETE TRUCK WASHOUT 77 SCALE: 1" = 40' Sediment and Erosion Control Notes 56655 ROUTE 25 SOUTHOLD, NY ga.,� €�. � . � ,�>;� Project ••' y;; „ ? °,`a°'Fa; U� R» I ry leaching of liquids into the ground.The liner shall be plastic sheeting with a minimum thickness of 10 mils with a holes 1. THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE Project- or tears,and anchored beyond the top r the pit with an INSTALLED PRIOR TO THE START OF CONSTRUCTION. ADDITIONAL EROSION earthen berm,sand bays,stone,or other structural N Proposed Notes appurtenance except at the access point. CONTROLS MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT MAY _. DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY THE m If pre-fabricated washouts are used they must ensure the OWNER OR DESIGNATED OWNERS REPRESENTATIVE. THE FOLLOWING GENERAL Protection Elements SITE PLAN ='• ,y>r -• I„• capture and containment of the concrete wash and be sized CONDITIONS SHALL BE OBSERVED. a based on the expected frequency of concrete pours.The shall be sited as noted in the location criteria. 1 A. ANY EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BESTRAW BALES Maintenance � , � PROTECTED AND REMAIN UNDISTURBED. - - - - - --- - EROSION CONTROL 1 � '.' - m• B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE Project Address: {_ y • All concrete washout facilities shall be inspected daily. m Erosion ri 1l Sediment and ErOS•O Control Grading OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO SILT FENCE 56655 ROUTE 25 Damaged or leaking facilities shall be deactivated and °�^°^°°`°'^ °•° °""""�'" °'• b •° �'�" repaired or replaced immediately. Excess rainwater that REDUCE RUNOFF VELOCITIES AND QUANTITIES. SOUTHOLD has accumulated over hardened concrete should be 1. ALL 1:2 & 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. Definition&Scone Accumpumpeulated atastabilizedarea,suchasagrassfilterstrip. CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT E. SEDIMENT SHALL BE TRAPPED ON THE SITE. SUFFOLK COUNTY, NEWYORK • Accumulated hardened material shall ct removed when I I I I FILTER FABRIC DROP INLET PROTECTION A temporary excavated or above ground lined constructed pit 75`%of the storage capacity of the structure is filled. Any EROSION WILL BE PREVENTED. NECESSARY MEASURES SHALL INCLUDE, BUT where concrete truck mixers:ich and equipment can be washes excess wash water shall be pumped into a containment NOT BE LIMITED TO, HAY BALES, AND SILT FENCE, AND SHALL BE MAINTAINED SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND County Tax Map Number: Contract Number: FOR THE DURATION OF CONSTRUCTION AS WELL AS FOLLOWING THE MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW 1000-63-3-15 after their loads have been discharged,to prevent highly vessel and properly disposed of off site. Regulatory Reference Number: alkaline into from entering storm drainage systems or COMPLETION OF CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED YORK STATE STANDARD AND SPECIFICATIONS FOR EROSION AND SEDIMENT • Dispose of the hardened material oft=site in a CONTROL, LATEST EDITION". leaching into soil PLANTINGS HAVE BECOME ACCLIMATED/ESTABLISHED. TitleolDrawmg. construction/demolition landfill.On-site disposal may be Conditions Where Prartiee Applies allowed if this has been approved and accepted as part of the projects SWPPP.In that case,the material should be 2. EXISTING TREES TO REMAIN - SHOWN WITH LIMIT OF TREE CANOPY- 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE Washout facilities shall be provided for every project whete recycled as specified,or buried and covered with a CONTRACTOR TO PROVIDE TREE PROTECTION FOR ALL EXISTING TREES TO INSTALLED PRIOR TO ANY GRADING WORK ALONG THE LIMITS OF DISTURBANCE concrete will be poured otherwise formed the site.This minimum ot'2 feet ze clean compacted eartltfill that is REMAIN PRIOR TO EXCAVATION GRADING, CLEARING OR GRUBBING. TREE AND SHOULD BE MAINTAINED FOR THE DURATION OF THE WORKNO SEDIMENT LANDGRADING AREAS facility will receive highlyly alkaline wash waterer from the permanently stabilized to prevent erosion. . SEDIMENT AND U • The plastic PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, � cleaning of chutes,mixers,hoppers,vibrators,placing p'• � liner shall be replaced with each cleaning of equipment,trowels,and screeds.Under no circumstances will the washout facility. SHEET C-400. WETLANDS OR ROADS. wash water from these operations be allowed to infiltrate into • Inspect the project site frequently to ensure that no EROSION CONTROL the soil or enter surface waters. concrete discharges are taking place in non-designated 3. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH w areas. THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. Design Criteria 4. PROPER MAINTENANCE OF EROSION CONTROL STRUCTURES IS TO BE STABILIZED CONSTRUCTION ENTRANCE PLA I 05 Capacity: The washout facility should be sized to PERFORMED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED contain solids,wash water,and rainfall and sized to LU allow for the evaporation STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, rainfall.Wash water shall � b estimated the wash water and CLEANING OF SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR OF SEDIMENT per chute and 50 gallons perr hopper 7 gallons BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND CLEANING Drawing Number: pump thick and/or discharging drum.. the concrete The minimum AND REPAIR OF INLET PROTECTION. a size shall be 8 feet by K feet at the bottom and 2 feet N deep.If excavated,the side slopes shall be 2 5. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING W 0 CONSTRUCTION. DUST CONTROL �s horizontal to 1 vertical. ® � e w` v 6. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 13 drainage Location: Locate the facility a minimum of 100 feet from m SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE other surface ace ww,storm drain inlets,wetlands,streams and aters.Prevent surface water from entering the CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS sheet of o structure except for the access road.Provide appropriate PERMANENTLY STABILIZED. -k N access with a grave access road sloped down to the structu-e. 22 N load i shall a placed to direct drivers to the facility after ttt it lCURB DROP INLET PROTECTION oad s discharged. Liner: All washout facilities will be lined to prevent PWGC Project Number: z Unauthorized alteration or addition NYSDOT CASE NUMBER 97500 tOtiIsavioinganofSecedt7209 documents AVG1601 M� Is a violation of Section 7209 ii of the New York State Education Law o a a SYMBOL SYMBOL SYMBOL SAND BAG OR SYMBOL FLOW \ MINIMUM LENGTH ALTERNATE WEIGHT 2'X4"WOOD FRAME O OF 2"X4" 4"VERTICAL FACE 1.S MAX. �- ._ STAKE 2"x 4"WEIR -� _- 2"STONE Z� V BEDDING DETAIL -� \\\ FABRIC FILTER CLOTH NOT TO SCALE _ MESHPACER 3'MIN.DRAINAGE AREA NO MORE THAN 114 ACRE PER 100 FEET OF STRAWBALE DIKE FOR SLOPES LESS THAN 25%. O Strategic Environmental and Engineering Solutions 6'MAXIMUM SPACING ANGLE FIRST STAKE TOWARDS ,.f' �-/` DITCH OR DIVERSION TO v OF 2"X4"SPACERS PREVIOUSLY LAID BALE. J +� +� DIVERT SURFACE FLOW 1=LOW DROP INLET BURIED FABRIC _ �f`� "ra 4W& aw". ar.. WITH GATE `: ,_ - a r1Q i BENCH o FRAME r. BOUND BALES PLACED " "� � !-GRADE 2-3/° ANCHORS DIST 630 Johnson Avenue. . Suite 7 w,vru/fr 41111W491Msur" _,,._ iWY arta yWr ON CONTOUR. s j ' 18 2 RE-BARS,STEEL PICKETS -,,.-2. '0"• ' " ' ire` �-+ OR 2'x2"STAKES PLACED 1111111114low 1 ' 10 It g•!I'OR _ _ _ .Ir,, �_V` ` ` ` V MIN. STONE /� Phone: (631) 589-6353 . Fax: 589-8705 �� ; 1 1/2'To 2'IN GROUND. Y I`I41"11111II�Ip��FR r y` �'�`� �� �'�,,� `` - I I I I I - E-mail: INFO@PWGROSSER.COM VE= DRIVE STAKES FLUSH WITH �1111j1N+11111 1'MIN. "�` +: a � �� GATHER EXCESS .y ,.% P"X 4" ANCHORING DETAIL TOP OF BALE. 11 ! �I�jw' "'r! �+iy` + '� AT CORNERS 11111 CLOTH /' i SPACER NOT TO SCALE 11 Y 11144� t ��'It%'A A MESH CONSULTANTS 6" IN. x �1111pg1� .� CONSTRUCTION SPECIFICATIONS 2 x4 WEIR CONSTRUCTION SPECIFICATIONS 1m1�►llil� CONSTRUCTION SPECIFICATIONS X Y(MAX) 1.FILTER FAERIC 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 FOF.SHORT TERM APPLICATIONS. 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85. ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2 20' 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4)INCHES,AND 3 30' JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 2.WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4"CONSTRUCTION 4 40' GRADE LUMBER. PLACED SO THE BINDINGS ARE HORIZONTAL. 3.STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A LENGTH OF 3 FEET. 3.WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH 3.BALES SHALL BE SECURELYANCHORED IN PLACE BY EITHER TWO STAKES OR 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. RE-BARS DRIVEN THROUGH THE BALE.THE FIRST STAKE EACH BALE SHALL 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR. BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE 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.FABRIC SHALL BE EMBEDDED 1 FOOT BELOW GROUND AND BACKFILLED. 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 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. MAXIMUN DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 1 ACRE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE FILTER FABRIC U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE STRAW BALE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DIKE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DETAIL NEW YORK SLATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION PROTECTION NEW NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE WOVEN WIRE FENCE SYMBOL SYMBOL (14 1/2 GAUGE a." I EXISTING W/6"MESH - I PAVEMENT I 1o'c.Toc. SPACING) 3' 67 "==q CONSTRUCTION SPECIFICATIONS \ 36"LENGTH FENCE EXISTING _f FILTER -� M" MOUNTABLE BERM POSTS DRIVEN 16" GROUND CLOTH PROFILE (OPTIONAL) 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING „•.., •• CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT INTO GROUND CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. 777 ' HEIGHT OF FILTER 2. ALL SEDIMENT COVTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT 16 EXISTING CONTROL PLAN AND THE"STANDARDS AND SPECIFICATIONS FOR SOIL EROSION GROUND -� AND SEDIMENT CONTROL IN DEVELOPING AREAS". 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 WHICH ARE 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 SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE, FLOW SETTLEMENT,SUBSIDENCE OR OTHER RELATED PROBLEMS.FILL INTENDED TO 8 UNDISTURBED GROUND SUPPORT BUILDINGS,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 REVISED PER TOWN COMMENTS 1/23/2022 2.LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE 7. ALL FILL TO BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES 5 REVISED PER NYSDOT COMMENTS 09/1512022 EMBED FILTER CLOTH 16„GROUND. A 30 FOOT MINIMUM LENGTH WOULD APPLY). IN THICKNESS. 4 REVISED PER TOWN COMMENTS 02115/2022 4„l� 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 TION 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 ADDRESSED DEIS COMMENTS 07/17/2019 POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE MATERIALS THAT WDULD INTERFERE WITH OR PREVENT CONSTRUCTION OF 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 CONSTRUCTION SPECIFICATIONS ENTRANCE TO SITE. SATISFACTORY FILLS. Number RevisionDescnpbon Revision Date 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 9. FROZEN MATERIALS OR SOFT,MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OF STONE. NOT BE INCORPORATED IN FILLS. Designed By Date Submitted OR STAPLES.POSTS SHALL BE STEEL EITHER"T"OR"L"TYPE OR HARDWOOD. TC 01/20/17 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. Drawn By Date Created 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF TC�LT 08/23/16 FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. DEVELOPMENTApproved By Scale FENCE SHALL BE WOVEN WIRE,121/2 GAUGE,6"MESH OPENING. . BG AS SHOWN 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN Giem: 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 ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY OR OTHER APPROVED METHOD. 22 MIRAFI 100X,STABILINKA T140NI,OR APPROVED EQUIVALENT. MUST BE REMOVED IMMEDIATELY. 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,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 STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FINISHED GRADING. SOUTHOLD, NY 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 14. STOCKPILES,BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND Project "BULGES"DEVELOP IN THE SILT FENCE. RAIN. SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE STABILIZED U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE SILT FENCE NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SITE PLA NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE SPECIFICATIONS EROSION CONTROL Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contract Number. 1000-63-3-15 Regulatory Reference Number. Title of Drawing: SEDIMENT AND EROSION CONTROL N DETAILS Drawing Number. w o Nov 2 2022 L m E Southold Town s Planning Board sheet or 12 22R PWGC Project Number: LU LU Unauthorized alteration or addition to this drawing and related documents AVG 1601 Z NYSDOT CASE NUMBER 97500 Is a violation of Section 7209 LL o of the New York State Education Law o J a a arm e Strategic Environmental and Engineering Solutions 630 Johnson Avenue. . Suite 7 Bohemia - NY . 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM 50' MIN. LENGTH MEASURED ALONG f OF CONSTRUCTION ENTRANCE / EXIT (SEE NOTE 1) HIGHWAY EDGE OF PAVEMENT CONSULTANTS 24" TRANSITION (TYP.) --� OUTSIDE EDGE APPLICATION NOTES: OF TRAVEL LANE 6" CRUSHED STONE A. THE PURPOSE OF A STABILIZED CONSTRUCTION EVTRANCE/EXIT IS TO REDUCE OR 12" (MIN.) OR GRAVEL MIN. 12" MIN. COVER OVER PIPE 12" (TVP.) ELIMINATETHE TRACKING OF SEDIMENT ONTO PUBIC RIGHTS OF WAY OR STREETS. r— -----"--"`----- ;ter, GENERAL NOTES: GEOTEXTILE STABILIZATION,—/ 1. MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS. STRENGTH CLASS 1 % � x�'�' . -FILL, MATERIAL MEETING THE REQUIREMENTS 2. PROPOSED DRAINAGE PIPES SHALL BE SIZED WITH SUFFICIENT CAPACITY TO CARRY DITCH OF EMBANKMENT MATERIAL. FLOWS (12" MIN.). ALTERNATIVE WAYS OF TRANSPORTING DITCH DRAINAGE ACROSS GRADE AS NECESSARY TO PROVIDE SMOOTH SAG ORIGINAL -L"/ ` CONSTRUCTION ENTRANCE / EXIT MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL VERTICAL CURVE ALONG CONSTRUCTION GRADE \�—DRAINAGE PIPE, 12" MIN., IF NECESSARY BYTHE ENGINEER. ENTRANCE / EXIT (SEE NOTE 3) (SEE NOTE 2) 3. DRAINAGE PIPES OVER 20" DIA. THAT ARE NOT EEHIND A ROADSIDE BARRIER SHALL TYPICAL CONSTRUCTION ENTRANCE / EXIT PROFILE INCLUDE SAFETY END SECTIONS OR GRATING TO ENSURE TRAVERSABILITY. (CUT AND DITCH SECTIONS) 4. THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND, PLACE p t p T— GEOTEXTILE OVER THE ENTIRE AREA THEN PLACE 6" OF •3 CRUSHED STONE OR GRAVEL ° •, -,.•.. ° ENTRANCE MATERIAL UP TO THE EDGE OF PAVEM NT. n o HIGHWAY EDGE OF PAVEMENT 5. LAYOUT DRIVEWAY OPENING PER TAPER METHOD OF LAYOUT FOR A MINOR COMMERCIAL p 50' MIN. LENGTH MEASURED ALONG t OF CONSTRUCTION ENTRANCE / EXIT (SEE NOTE 1) I OUTSIDE EDGE DRIVEWAY ON STANDARD SHEET 608-03. OF TRAVEL LANE 6. DETERMINE DRIVEWAY WIDTH "W" FROM THE MINOR COMMERCIAL DRIVEWAY CLASSIFICATION ° OF TABLE 1 ON STANDARD SHEET 608-03. 24" TRANSITION (TYP.) T. INSPECT THE CONSTRUCTION ENTRANCE / EXIT AT LEAST WEEKLY FOR SEDIMENT p �\ ACCUMULATION WITHIN THE STONE SURFACE AND FOR GENERAL SURFACE CONDITION. ° �—GEOTEXTILE�STARTIIZATION, 8. PERIODIC MAINTENANCE IS REQUIRED IF SEDIMENT IS TRACKED ONTO PAVEMENT AND COST STRENGTH CLASS 1 OF MAINTENANCE WILL BE INCLUDED IN THE URI- PRICE BID. p TYPICAL CONSTRUCTION ENTRANCE / EXIT PROFILE (FILL SECTIONS) ' A I I � I DRAINAGE PIPE-- (SEE NOTE 2) I WIDTH "W" \ r- •3 CRUSHED STONE OR GRAVEL—, PLAN `\ (SEE NOTE 61 GEOTEXTILE STABILIZATION, DRAINAGE STRUCTURE INLET PROTECTION — TEMPORARY STRENGTH CLASS 1 (SEDIMENT FILTER LOG) 1:2 SLOPE ITYP.> FILL MEETING THE REQUIREMENTS- \\ WEIGHT 6"1 OF EMBANKMENT MATERIAL DIRECTION I �\,, � SURFACE 6" - GRADE 70 DRAIN RUNOFF FLOW IN DIRECTION OF / SURFACE FLOW Y ..v ;,��: �' o �, NOMINAL 2X2 WOOD POST FILTER LOG SEE TABLE 1--- ,;�- ;.,� / SEDIMENT O.i' — — — rl— — — — — — — — — — — — — — — — —�—I SEE NOTE 3—___1 — ~X .._.. ( a M J 1 , 1 50' MIN. LENGTH..L' MEASURED ALONG t OF CONSTRUCTION ENTRANCE / EXIT 1 I BOTTOM OF DITCH""" ..._.............................__.. ... -...................................................................._. ................................................... 90 DEGREES- I ) I I ( I I io .xQ 1 ` I TYPICAL CONSTRUCTION ENTRANCE / EXIT SECTION A - A I / 1 1 12' (MIN.) i FILL MATERIAL AND �1.� i ° DRAINAGE ° I TEMPORARY SEED AND MULCH 1 �. ° STRUCTURE WALL ° I I 8 1 TABLE 1 7 REVISED PER TOWN COMMENTS 1/23/2022 i i \ 6 REVISED PER NYSDOT COMMENTS 09/15/2022 X HIGHWAY SPEED CONDITION . _� 2 ALL SPEEDS - PROTECTED BY BARRIER ° ° 4 ADDRESSED FEIS COMMENTS 05/11/2021 1 3 <50 MPH 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 6 2 50 MPH 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 W CROSS SECTION Number Revision Description Revision Date W I W DRAINAGE STRUCTURE INLET PROTECTION — TEMPORARY Designed By Date Submitted 5 TC 01/20/17 (SEDIMENT FILTER LOG) Drawn By TYPICAL CONSTRUCTION ENTRANCE I EXIT PLAN (CUT/DITCH AND FILL SECTIONS) TC\LT Date Created 08/23/16 Approved By Scale BG AS SHOWN Client: THE ENCLAVES 56655 ROUTE 25 NOTE: SOUTHOLD, NY THESE ARE FOR USE WITHIN THE NYSDOT RIGHT-OF-WAY Project: SITE PLAN EROSION CONTROL Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tau Map Number: Contract Number. 1000-63-3-15 Regulatory Reference Number. Title of Drawing: SEDIMENT AND w EROSION CONTROL DETAILS W s Drawing Number: 0 a U U W RECEW.—D C =302"k C7 E NOV 2 2022 Sheet of o Q S_.ol13 22 SoutFlci Town a`> Planning Board PWGCProject Number.. �i Z L iL Unauthorized alteration or addition z C NYSDOT CASE NUMBER 97500 tothis drawing and ofSecrelated on7209documents AVG1601 J is a oblation of Section 7209 �-o of the New Yo*State Education Law o a a LLJ S.C.T.N,, NO. 1000-63-03-17.3LU Akq - (IMPROVED, CCi 1CCTED TO PUBLIC WATER) LAND NOW OR FORMERLY OF ' LAND NOW CSI'FORMERLY OF ® c' > 5 VALERIE M.SCOPAZ VINCENT DOLOklITE 8,ILEANA DOLOR; ITE z„ _ S,C,T.M. NO. 1000-63-03-1,3 co �» I Landscaping S.C.T.M, NO, 1000-63-03-17.4 � � (IMPROVED,CONNECTED TO PUKIC WATER) 15'DEEP FRONTAGE LANDSCAPE AREA IN (IMPROVED,CONI°IECTED TO PUBLIC WATER) NOTE:DIRECTLY EAST OF HOTEL COMPLIANCE WITH SECTION 280-94 ROOM,PLANT CUPRESSOCYPARIS 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF TRANSITIONAL ZONE LEYLANDII 18'-20'TALL. CD C6 15 DEEP FRONTAGE LANDSCAPE AREA IN THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN,ANSI 15'DEEP FRONTAGE LANDSCAPE AREA IN f _ COMPLIANCE WITH SECTION 280-94 Z60.1. ACER RUBRUM CUPRESSOCYPARIS � \ TRANSITIONAL ZONE RELOCATE EXIS;4� COMPLIANCE WITH SECTION 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. 'OCTOBER GLORY'(2) ORNUS FLORIDA PROPOS 27_ �� / STORY FRAME 280-93(B) 3. CONTRACTOR SHALL STAKEOUT PLANTINGS FOR ENGINEERS AND/OR LANDSCAPE ARCHITECTS APPROVAL ( ) PATH LEYLANDII(133) GARAGE TO RE 26 10.00' : 32 VAR.RUBRA(4) 28 28\ 12 S07°44'40"E _ = PRIOR TO BEGINNING WORK. 30 1 E00 1 = 6 - -- '. a" � " " ""» ' ''<;+ :,, n,:;,. 4. SHOULD LOCATION OF TREES BE WITHIN 5'OF UNDERGROUND UTILITIES RELOCATE SAID TREES TO MIN.5' 31 t'' "��,• 6!,i; !:I �.�. qi`1': 1. sPl, ;• 1•'.:���:,: .�fi.":f•-!' a�` Y+�' � � � t`m �' � FROM BALL TO UTILITIES. 9C,t . r,r\ affi r,,"sin:°•' : y,, '.ffi' ,'°n;,> .+ '. .ffi„ < ;,� �,,,: .,,�„ 5, Strategic Environmental and Engineering Solutions " ,- u -�.+ ..,. 20 To egic ngin 'ng S a�•--a�".�--0-"'"a :- _. .. :.. '6..: :',.. ». ., {•: . ..o -x..0-: e, c ,J; , • ,"° a•'`' • ' .'.�•-:•. >:.:.• . "' TAXUS X MEDT SHOULD LOCATION OF TREES BE WITHIN 20'OF OVERHEAD UTILITIES, RELOCATE SAID TREES TO MIN " rit a <:4ldo 9+r :&. •tr. ,,b' ,,s, d:, i';u A s• " .: '>„•.« ^, w =,,,, ... ",> t:v - _ hl,:, ?ti, s lrl:\, :: " "• .!,< L:.;• s.'. 'r, .t 1,: „s ",;r rr,. ,C,. ;^t(o ...._...� ..._[�.-... _ .,rlu, r r. i t✓ t , .,x.-. _ _ ._ - u,• CORNUS FLORIDA + WIRES.TREES WILL BE PLACED ON UNDISTURBED EARTH AND BACKFILL WILL CONTAIN AT LEAST 50 ,. <• .,.. :. az: �,,. w �:,,: ��;,. •`:.. - -....__ �_-, _.....w, _-..�._. .... TAXUSXME A �-� _... �. ... ,< - <_ :;: SII (22) ,t.,;. ::, � -, ,.� NT OF THE SOIL TAKEN OUT OF THE PLANTING HOLE, 0 PROMOTE GROWTH IN THE SURROUNDING ,'.._ __ ... , ....._ �.. ,.n' �. 'HICK II'(1')I ':;,,�eQSOIL. p. �� � VAR RUBRA(4) C� HICK `-' '^"w PERCENT E T ^ i O G � SOIL � >:• -. ' :•:•:•I�� 6. ALL BEDS SHALL BE MULCHED WITH 4 INCHES OF FINE SHREDDED BARK MULCH AND SHALL BE KEPT AWAY 'P g;. yr ss ':tin• 0 'J w FROM THE IMMEDIATE BASE OF EE AN HR _ TREES D SHRUBS. <, � .' O 7. LANDSCAPING SHALL BE MAINTAINED IN HEALTHY AND VIGOROUS GROWING CONDITION. PLANTS THAT FAIL °°.fid; 179 SF > ;;. �, z SHALL BE REPLACED WITH PLANTS OF COMPARABLE SIZE AND TYPE AT THE BEGINNING OF THE NEXT LANDSCAPE ° 630 Johnson Avenue. . Suite 7 �° ��'��-' � / AREA PER :•:•:• � C• 403 SF LANDSCAPE 5'LANDSCAPE � z GROWING SEASON TO MAINTAIN PLANT DENSITIES AND SPECIES MIX. Bohemia . NY . 11716-2618 t T;;; , Y AREA PER SECTION AREA PER 8. PLANTING OF DECIDUOUS TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE 1 AND OCTOBER 15 265 280-95(A) 1 SECTION 280-93(B) I TO DECEMBER 15. PLANTING OF EVERGREEN TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE Phone: (631) 589-6353 • Fax: (631) 589-8705 29 280-95(A) ' \;:,, f X/ s.:h• 10'•0" •.r Z , ` 28 ' � 1 AND SEPTEMBER 1 TO NOVEMBER 15. o PROP.TREE, .. CORNUS FLORIDA ------ - -i / 9. IF PLANTING AND/OR SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH MUST BE E-mail: INFO@PWGROSSER.COM PER SECTION "; `; VAR.RUB -- 4 280-95(A) _; 263 SF I APPLIED UNTIL FAVORABLE WEATHER CONDITIONS PERMIT GERMINATION AND GROWTH,BUT NO MORE I o ---_ L ':�' ----- -- -i LANDSCAPE THAN 6MONTHSAFTERPROJECTCOMPLETION. 8'MIN. o --_ ___..__=:__ 1assF - - CONSULTANTS _ 10. ALL PLANTING BEDS SHALL BE CULTIVATED TO A DEPTH OF 8 INCHES AND RAKED TO REMOVE SOD CLUMPS, � 29 LANDSCAPE i ;'•�� � AREA PER SECTION 15's" r ?' 0a0.95 15'D P F NTAGE NDS P WEEDS,STONES AND OTHER FOREIGN MATERIAL EXCEEDING 2 INCHES IN DIAMETER.IMMEDIATELY AFTER +wt: 1Y11(� P G G G sa,xc ', G �''::G.•:'� c-c-• Q AREA PER �+ 3 = Ch GL� _ w " ^ SECTION 1 "':=c p AREA IIN CORBMPLIANCE WITH o PLANTING,WRAP DECIDUOUS TREES TRUNKS FROM BASE TO FIRST LIMB WITH 4 INCH WIDE BITUMINOUS n ( ) v IMPREGNATED,INSECT RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE.TIE WITH JUTE AT r,F p 4 280-95(A) :;:;:,: SECTION 280-93 B 2 _ b' U TOP AND BOTTOM. THE TRUNK WRAP SHALL BE REMOVED ONE YEAR AFTER PLANTING. L ID -out �"o f•P 4' 11 THE USE OF NATIVE,DROUGHT-TOLERANY PLANTS IN LANDSCAPING IS REQUIRED. ;F.E.1 t _QLQun 8 ,� • 12 WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%.0 ❑pacer- ------ F e �e�" e ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE ° '> \ )R e FT THE TOTAL NITROGEN IN THE MIXTURE IS REQUIRED. L GUSTRUM 27 'ol, ❑ C • �n� � EXIST.TREE PER = 13. A MAXIMUM OF 1 SB.OF NITROGEN PER 1000 SQUARE FEET IN ANY ONE APPLICATON,WITH A CUMULATIVE PROP IBOLIUM(24) \ n TREE PER SECTION 280 95(A) ::: ::1::::: ::::: APPLICATOIN OF NO MORE THAN 2 LBS.PER 1,000 SF PER YEAR IS REQUIRED. E - CORNU FLgR16A o ECTION 280-95(A) __ 14. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN PHOSPHORUS OR POTASSIUM ............... .. ?VAR. RA`�2) � \ � � 299 SF LANDSCAPE to I' BETWEEN NOVEMBER 1st AND APRIL 1st IS PROHIBITED. \ \ TAXUS X MEDIA AREA PER SECTION ACER RUBRUM ' - ; - : 280-95(A) 'OCTOBER , 15. PHOSPHORUS CONTAINING GRATER THAN 0.67 IS NOT ALLOWED EXCEPT WHEN ESTABLISHING A NEW LAWN. LI STRUM f p HICKSII (67) R GLORY (2) "w IBL M 48 :• A TU LIGUSTRUM X ( ) �� _ B -� J ;" UPON COMPLETION OF LANDSCAPING WORK,ALL EXCESS SOIL,DEBRIS,ETC.SHALL BE REMOVED FROM THE SITE. I OLIUM(59) „ •,: ,a,;;:. � - ; •. : a THE SITE SHALL BE IRRIGATED. SPRINKLER HEADS AND PLUMBING FIXTURES SHALL NOT ENCROACH UPON ANY o RIGHTS-OF-WAY OF THE TOWN OF SOUTHOLD. _ . . . . . . . CORNUS FLOR A ; -. a-"• ID LANDSCA E PARKING t1 M` I /1 ® O ° \ ° \ VAR.RUBRA(1) o ; 2 c Y -_ I N04° ' - ' _.._- -.. AREA IN COMPLIANCE r ' 32 LI USTRUM -- U❑ p � � t \ \ JUNIPERUSDAVURIC 265 � • Q =' � Oe � � li t+Rkm N WITH SECTIGN 1 LIGUSTRUM X a 1 I 280-95(B)(C)�, .,; \ 2 IB LIUM(48) LIGUSTRbM X IBOLIUM(36) \ 'EXPANSA(2) In jl \ '" ^ I ____J-._) Ju y CORNUS FLORIDA 1 ' \ \ ,c r,oa - J 1,571 SF ................................... ... n a \ RA(3) „ RIS t UB Z .",✓ y "' - AREA PER LIG STRUM X CUPRESSOCYPA J _ :' • SECTION IBO IUM 48 : 1 RIDGE LIGUSTRUM X RIDGE / \ 4 � LEYLANDII(10) 2a0-95(A) ( ) \ IBOLIUM(25) ; e ❑ 15'DEEP FRONTAGE LANDSCAPE AREA IN / O G LIG STRUMX G \ ' COMPLIANCE WITH SECTION / y I + / ® E \ \ n " 280-93(B) 1 LI USTRUM X�- IBOLIU ( � 1 \ ° r cn FIVE SHADE TREES ALONG FRONT 1, IB LIUM(53 � O b e _ '+ ��I r - p \ 28` I YARD IN COMPLIANCE WITH SECTION 4 Ck - 280-93(AS SHOWN) i `r ^nnncc ooccnaaao onnc..o 20 GRASS PAVED WALKWAY a ;cncocccacunoin 000c unu / Z ! .noncoo _ I ,non x I O �n. ova 4 O 30�-__ 0-o .. r,an NOTES: ORN=SLORIDAcr.:r.r.:r.n^ REMOVE ALL PLASTIC&WIRE TABS. NATURALAREA _ - o o �' � � GRASS PAVERS "'° UBRUM520 SF LANDSAPEACER R LAND NOW OR FORMERLY OFDO NOT CUT BURLAP FROM SIDES AREA PER SECTION VAR. 2)-- _ _ _ JUNIPE DAVUR A ° 'OCTOBER GLORY'(2) I \ OF BALL. 0 280-95(A) LIGUSTRUM �(p A 12 2s p 'k� JANET L.RYAN 34 '" CORNUS FLORIDA \ PROP.TREE PER ( ) ) ;?' o ;" REMOVE ALL PLASTIC CORDS FROM PROP.TREE PER 31 XIBOLIUM \ o eonuU t S.C.T.M. N0. 1000-63-03-13 ACER RUBRUM CORNUS FLO A SECTION 280-95 A ns unu 1=) o TREE BALL,IF PRESENT. 32 SECTION 280-95(A) VAR.RUBRA(2) 5 OCTOBER GLORY (3) VAR.RUB (2) I �) WI \ " a �' (IMPROVED,CONNECTED TO PUBLIC WATER) o I �" : nncnu`n;GRASS PAVERS JUNIPERUS DAVURICA 'EXPANSA(3) 77 UPRESSOCYPARIS Y P, e. 30- �t .� _ '- _ LEYLANDII _ r. r., - 1 - - - _ _ _ _ ___ _ _ EVERGREEN TREE G W WJ,;'e o- tf's;,' P - ``,n.3,.i, _ a^w• .*•',`✓s' ,nd 14 ..�ffi�,r„ _ yr-'^ -a '50"W 616.5 �,_-a ~�a_ a d' ,� a / Z Z / LANDSCAPE PARKING IFLORIDA'- ACERo z 33 RUBRUM \ AREA IN COMPLIANCE / LANDSCAPE PARKING CORNUS -_ ° r 'OCTOBER GLORY'(3) WITH SECTION AREA IN COMPLIANCE \meg o VAR.RUBRA(3) SOIL SAUCER,TOP W/MULCH \ \ 280 95(B)(C) / FINISH GRADE 2 I�T95 BCT�ON 30 ACER RUBRUM m SET TOP OF ROOTBALL 1"ABOVE N 1 31 ( )( ) 'OCTOBER GLORY'(2) SHREDDED BARK MULCH AT 4"DEPTH LAND NOW OR FORMERLY OF 4"DEPTH OF COMPOST,INSTALL CHARLES W.WITZKE 3z AND MIX W/PLANTING BACKFILL S.C.T.M. NO. 1000-63-03-28.1 G MIXTURE N05°30'S "W CUPRESSOCYPARIS 8 (IMPROVED CONNECTED TO PUBLIC WATER) LANDSCAPE PLAN // / 51.34' ` LEYLANDII(46) REMOVE BURLAP FROM TOP 1/3 7 REVISED PER TOWN COMMENTS 1/23/2022 = OF PLANTING BALL 6 REVISED PER NYSDOT COMMENTS 09/15/2022 Q a PREPARED PLANTING MIXTURE 5 REVISED PER TOWN COMMENTS 02/15/2022 33 SCALE: 1" = 40' CO w n' '' LAND NOW OR FORMERLY OF 25%COMPOST T"< T 75%TOPSOIL 4 ADDRESSED FEIS COMMENTS 05/11/2021 nu 11-e oEnl Tv unl nlnln I I i+ .", PH RANGE:6.7 TO 7.0 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 i 'I 2 ADDRESSED DEIS COMMENTS 07/17/2019 � - 0 40 $0 ENHANCER PER OCUBIC YARD OF 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 MIXTURE Number Revision Description Revision Date SCALE: 1" - 40' - ( DO NOT EXCAVATE LOWER THAN BALL DIA. BALL DEPTH.IF EXCAVATED BELOW THE BALL DEPTH BACKFILL AND COMPACT Designed By Date Submitted XISTING TREE BALL DIA.x 2 MIN. TO PREVENT SETTLEMENT. TC 01/20/17 Drawn By Date Created RUNK TYPICAL TREE PLANTING TQLT 08/23/16 O rl PLANT CENTER Approved By Scale �������>.�• '�:��� ROPOSED SHOWN STONE RETAINING BG AS O SCALE: NTS PLANT ROW Client WALL n4 : ?: r has t, T ;rk •. ", ,, i ;4,' ' �s 7 PRUNE 1/5 OF GROWTH& r r fi, • , ti r 1;.j 12"MAX.WALL HEIGHT ' ' ' TYPICAL ON CENTER 20 e £!=!',. '•,', ,�..t § < 9, . 1w '{- 'z %�.> `• O O SPACING AS LABELED ON BROKEN BRANCHES BUT < PLANTING PLAN ' I E 25 " '` +x"•„ C ;z{," ��; � .a - RETAIN LEADERS AND .'•..^•^r.' w ...,...�,.....�:.... 56655 ROUT l RUB NY `"`0-•Y"r�•',+f ��"��• +`. <';\,, �'�; ,%�X'•'f,^`„�-�i`C` - ----- --- NATURAL FORM OF SH SOUT D, ORIGINAL PLANTING Project HOL acs 18"MIN. PLANT SET AT OR s$ -,"; '� -L,)r.A "0-^::,F\ '��..✓,'t � --+ t.: 0 � DEPTH �;'%3^tK`c�, JIVY,, _'j >rF.r` r.`,�"", """` - •' a 0 �� Od� o QTY BOTANICAL NAME SIZE SP 3"MULCH WITHIN COMMON NAME ACING { �',�< ' , x/ 'x v ,r:x4aw� r c>�a v ;+• -,>.:ro ,h v 3"DEEP SHREDDED BARK MULCH ` `'' `', - ="`�•'' § >. EARTH SAUCER SEED t,�� ,;, •. ,,�, r �� 12"MIN. �'4 AS SHOWN GRASS SEED AS SHOWN AS SHOWN PLANTING BACKFILL SITE PLAN PROVIDE FULL COVER WHERE SHRUBS ARE PLANTED RED FLOWERING 2"CALIPER MIN,B&B. AS SHOWN r SECT � WEED BARRIER 27 CORNUS FLORIDA VAR.RUBRA IN MASS EXCAVATE ENTIRE LANDSCAPE PLA N DOGWOOD ." PLANTING BED `-•,,i>`•"-' �'`" ' 4� • TYPICAL GROUND COVER LAYOUT 452 LIGUSTRUM X ISOLIUM NORTHERN PRIVET 2 GALLON CONTAINER ASDSHOWNGE MMED PrajectAddress: a:., ..• 71111 IL SCALE: NTS ROOT CUPRESSOCYPARISLEYLANDlI LEYLAND CYPRESS AS SHOWN,8't O.C. 56655 ROUTE 25 18'-20'TALL,B&B MIXTURES. ROOT AS ER 133 (133) o TOPSOIL MIXTURE (EAST PROPERTY LINE& SUFFOLKLD COUNTY, NEW YORK a "* 3"DEEP SHREDDED BARK MULCH BALL BALL A.A. STD. STP AREA � B1 CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 18'-20'TALL,B&B AS SHOWN,8't O.C. /-EXISTING TREE ¢ UNDISTURBED EARTH (WEST PROPERTY LINE) (61) County Tax Map Number Cont ad Number. AT TRUNK - op _ s' MIN 1000-63-3-15 L JUNIPERUS DAVURICA'EXPANSA' PARSONS JUNIPER AS SHOWN Regulatory Reference Number: PLANTING BACKFILL MIXTURE l) 1 IIIf ROPOSED �' sn +�"f_^_�f��'.. 'Y` '-•'� � II� 18 2GALLONCONTAINER - -I I Tdle of Drawing: STONE RETAINING 10 ACER RUBRUM'OCTOBER GLORY' RED MAPLE 2.5'-3"CALIPER,B&B AS SHOWN •:. WALL == �: I__. -k._!... AS PER AS PER .90 A.A.N.STD. A.A.N.STD. LANDSCAPE PLAN • " TYPICAL SHRUB PLANTING MIN' MIN' 262 TAXUS X MEDIA'HICKSII' HICKS YEW 2 GALLON CONTAINER AS HEDGE TRIMMED SCALE: NTS TYPICAL LARGE SHRUB PLANTING W _ AND DETAILS N 18 MIN. SCALE: NTS ? TEMPORARY TREE PROTECTION j 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.SPRAY ALL PLANTS WITH ANTI-DESSICANT. TREE PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON THIS SHEET. CONTINUOUS CLEAN, w` SHARP,&SMOOTH 2.SFRUB SHALL HAVE SAME RELATION TO FINISH GRADE .. '!' �• SHOVEL OR TROWEL AS EXISTED AT NURSERY. SHAPED EDGE EXISTING TREE DESCRIPTION AND SIZE 6" % BETWEEN LAWN AND 3.IF 3ALLED&BURLAPPED,REMOVE TOP 1/3 OF BURLAP. NOTE: Drawing Number: MULCHED AREAS 4.REOOVE ALL PLASTIC&WIRE TAGS B&B-BALLED AND BURLAP N ••.' FINISH GRAD (MULCH) 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 o 12"MAX.WALL HEIGHT \\j I ' PRESENT IN GROUPINGS OF SHRUBS,EXCAVATE ARE SUBJECT TO CHANGE BASED UPON FIELD INSPECTION. -- //\ t I` I I' AND BACKFILL ENTIRE SHRUB BED AREA w/PREPARED BACKFILL =4 0 0 ALL TOPSOIL FOR PLANTING SHOULD HAVE A LABORATORY E _ ' TESTED ORGANIC VALUE OF 5%MINIMUM.SOIL SHALL HAVE A NOTE: PERMANENT TREE PROTECTION / PH VALUE BETWEEN 6.8.SOIL SHALL BE FREE OF ALL STONES NOV 2 �' 2022 AND ORGANIC MATTER LARGER THAN 11/2"DIAMETER.SOIL Sheet of g N WHEN GRADES SURROUNDING TREES PERMANENT TREE PROTECTION TYPICAL EDGING BETWEEN LAWN AND MULCHED AREAS FOR PLANTING PITS SHALL BE AMENDED AT THE RATE OF �_. --1 14 22 .19 GREATER OR LESS THAN 1:2 SLOPE OR 1' SCALE: NTS SCALE: NTS CUBIC YARDS OF WELL ROTTED MANURE PER CUBIC YARDS Southold own PWGC Project Number. g OF TOPSOIL. Planning Board GRADE CHANGE. 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N.A. BG AS SHOWN StatArea 1.01 4.7 0.1 10.10 47.00 Client: Luminaire Schedule THE ENCLAVES Symbol Qty Label LIF 0 4 T3 0.900 56655 ROUTE 25 Q 12 T4 0.900 SOUTHOLD, NY T5 0.900 d�3 2 door wall mount 0.900 2 pendant 0.850 Protect 2 Sign lite 0.660 1 Wallpack 0.900 2 Wall mount column 0.900 NOTES SITE PLAN 1. PROPOSED SUITE LIGHTING IS COMPLIANT WITH CHAPTER 172,LIGHTING,OUTDOOR-REGULATIONS OF SITE LIGHTING PLAN THE TOWN OF SOUTHOLD, NY, PART II,GENERAL LEGISLATION. Project Address: 2. PROPOSED 8,527 LUMENS PER ACRE. 56655 ROUTE 25 3. ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF BUSINESS AND/OR WHEN NOT IN USE. LIGHTS THAT ARE CONTROLLED BY TIMERS OR THAT ARE SOUTHOLD MOTION-SENSOR-ACTIVATED ARE ENCOURAGED TO REPLACE EXISTING LIGHTING NECESSARY FOR SAFETY SUFFOLK COUNTY, NEW YORK PURPOSES. County Tax Map Number. Contract Number: 4. ALL AREA LIGHTS ARE FULL CUT-OFF. 1000-63045 Regulatory Reference Number. 5. PROPOSED LIGHTING DOES NOT EXCEED 0.05 FC AT PROPERTY LINES ABUTTING RESIDENTIAL USES OR PUBLIC HT OF WAY. Title of Drawing: 6. PROPOSED LIGHTING DOES NOT EXCEED 0.1 FC AT PROPERTY LINES ABUTTING COMMERCIAL USES. 7. EVENT SPACE LIGHTING FIXTURES TO BE SIMILAR TO THE HOTEL BUILDING FIXTURES. SITE LIGHTING AND DETAILS a NOTES g 1.DIRECT BURIAL CABLE 6"OR 12" BEHIND EDGE OF PAVEMENT THROUGHOUT AND AT A DEPTH OF 2'-0" BELOW FINAL GRADE, Drawing Number. 2. CABLE IN PVC OR GALV. IRON ELECTRIC CONDUIT WHERE CABLES CROSS WALKS OR DRIVEWAYS,SIZED AS /�-. . � : INDICATED AND 2-0 BELOW FINISHED GRADE,AND AT LEAST 2-0 BEYOND EACH WALK OR PAVEMENT EDGE. � ED5M0 -- -- - �' o C) 3. LED 95 WATT FIXTURES AND POLES AS SPECIFIED, NOV 2 2022 E _ Sheet of S S Southold ]-own 5 22 4.LARGE DIAMETER CABLES ARE REQUIRED TO MAINTAIN NO MORE THAN 3%VOLTAGE DROP AT EACH FIXTURE. Planning Eoard]-ow a PWGC Project Number: z w iu 5.SPLICING OF VARIOUS SIZE CABLES SHALL BE DONE IN BASE OF POLE AND SPLICES SHALL BE WATERPROOF. Unauthorized alterationoraddition z C NYSDOT CASE NUMBER 97500 t°"'�sdrawing lio ofS�ion7209°t5 AVG1601 LL of fhe New York State Education Law o a a I � _,_­, 1­11_­�_,I­­�, I ___ I_____�_____,,"-,�__�___',_�', - - - ,I ­_ , , '. . I I I . I . I I I 1, , , il� "�� ", "I,r -4� ,I I � I I � ( ,�l I . ... . I I�', I 6 � I I 1 41-i I I �._..w.•- ,.„,--, .w.-,-'.. ,•-,. �,_, 1111. . -1111 _ . ._ - -1111 ,.. w , - �. F> '_ ;. �, . ,m :I , , -­ .I I I , ,, I I ­` 'I', I I I � � " � -I I � I - . . I 1z, I . ,I I � .:, 11 I I 1 4 - - , , ,, I ,� , ,_1 J-: I ""' ­­�� -`77­­­To,_----7"------ ' g a ,„_ Project: __,,,.,.n,",,.. ., . w F w,.., " I ea®i �. Project: b.o b.o°•_ b.o b.o b.o b.o b b o b. b.o Fixture Type: Quantity: Fixture Type: Quantity: , D., �r - F,"1�"111�1 � , " jr 165/8,I . I Customer: Customer: 1.o b.o b.o b.o b.o b.o b.o b.o It.o b.o b.o b.o o.o b.o b.o b.o b.o b.o b.o' b,o b.o b.o b.o b.o b.o b.o b.o .o F V//.I I / r/*1"""`11� b.0 b o b. b.o b. I 15" �i ; . . . � . :. r( "' • • 1.o b.o b.0 b.o o.o b.o b.o b.o b.o b.o o.0 0.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o � V, a, I o b o b. b.o b. _ ': �� :: zit LIGHT GUIDE I Material: Electrical: ' ". .. - •M . > " -• , All parts are durable 356 cast aluminum and 20kA max/10kA nominal surge protection PERFORMANCE b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 b.0 0.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o 0.o b o b. b.a b. f heavy duty spun aluminum. device is standard. All hardware provided shall be stainless steel a II T e III a IV or zinc plated steel. Approximately l2"of pull wire extends from TYP Type Typ I TypeV ' Drive Current I.o b:6 0.0 0.o u:6 -b.d b.o b.o b.o b.�'�,o,o °b b.o 3 000�0,o b.o b.o b.o b-o b.o 0.o b.o b.o b.o b.o b.o 0.o b;o b o o. b.o b. ` Iumnaire.Addlttonal Il wire provided for ; W.-1111 "'- ---" .. - , .,, i ",,." , -,1111 „ ,111_1,, , S07"44'40"E I , _ _ - - - - - Strategic Environmental and Engineering Solutions Lens: post mount arms and wall mounts. ; �4, 11 11 a Light Guide LED Panels feature a high ' LED Delivered' Lumens 1, Delivered Lumens Delivered Lumens I Delivered Lumens i NomiralV o. 0. 0.0 0.0 0.o b.o o.a b.o' b.o b.o b.o b.o b.o b,o b.o b.o b.o b.o b.o o.o b.o b.b b.o p; b:a b o b. b. b. 4 : Wattage CCT ` CRI Lumens� Per Watt BUG Lumens: Per Watt B tl G Lumens Per Wap B 1J G lumens Per ' ,0 transparency,dot matrix PMMA light guide with Finish: BUG Type II Type In Type N : Typo V system. an optical efficiency of 76%. A polyester powder coat high quality finish is i - " ' ""' ' " "' "t 1111 . _ 1111 1111 , 0 electro-statical applied and bake t 30° 2700K 70 i 2988 ( 99 1 0 1 3143 i 105 1 0 1 3348 112 s 2 t 0 2 3057 1 102 2 0 2 900rrN 925mA 925mA 925mq 30w I.0 bQ - 0,9 '-P,}, ,oea.. b.s<» ;b� a-.�-b:e,�b.y1 .b:5 •"'b'r4"-^8.5 b.6`-"''1.`6•"'0.5 0,3� 0.2 b,l .1 -b:o b o b. b. b. ' "' 1e a11 26 3/8" N PP d d a 4 3057 , -.--.-11 1 1.., _ _. », 1--l.-I-1.1-1, 11 .. .,1 . 11 ,... .1111.._,.,..,................. . .. _ .._ .._ .` _ 1111.,._ .... Fixture Mounting: for exceptional durability and color retention. 3 " Post Top:Standard Flush Mount Adapter Products undergo an intensive five-step r 3000K ' 70 ' 3064 102 1 1 0 ' 1 3247 ; 108 1 0 1 3457 115 2 0 2 3158 i 105 2 i o 2 ' 900mA 925mA 925mA 925mA 30w l - 1A+p . a r m ,inT Ili to System mounts to ole 0.120 -0.188 wall e ! 1. 3 b.z, b. 0.4 b.7 1.z i.6 i.6 1.z 0.7 a.5 'b.7 1.z i.7 i.7 i.5 i.o b:9 1.2 i.6 i.6 1.4 b.e b.4 b. --b.i� ,,n o b o o. b. b. I Y P ( ) cl ansing and pretreatment process for , 30W ;... ...................".. _ _ _ 3 1 ;. _ with no visible hardware. maximum paint adhesion. 3500K { 70 1 3113 i 104 1 1 i 0 1 3299 ; 110 1 1 0 : 1 3512 117 1 2 . 0 ! 2 3208 107 2 1 0 ) 2 900mA 925mW 925mv1 925mA i 30w i rp Tenon mount for 3"or 4"poles is optional. - _I_ __;.,�.�-__,_,-,,.,,.. _ "_- _ , , , i ( "" _., y 1111 _., ' t -. __,-. -. '-_..- .i "..,....._., 1111.. ,.. .. "- See page ole transition. Marine rade finish rovidessu riorsalt, 3 b.z b.3� b.9 0.6 i.z,. "a. 3.9^--3.4 -:2,7--k-i--b.6­bt:a 1 8 5':�" 5:3 3'"i "i.9 .1 i.3 b;o b o b. b. b. " P g P 9 P Pe 400oK 70 , 3211 107 1 0 1 3403 i 113 1 0 1 . 3623 121 2 0 • 2 r 3309 ' 110 2 ; 0 2 ; 900mA 925mA 925mA 925mA ' 3ow I \ -� • _, , t humidity and UV protection.This coating i ,..-1111, _ _ e .. . ..� 1"..,,.,..i..-..... . _. ..1 3 b Wall Mount:Tenon mount attached with withstands up to 3000 hours of continuous 270oK 70 3655 I 90 2 0 2 4088 105 2 0 2 4350 112 ' 2 0 2 3976 102 i 2 0 5 2 3 b.3 o;s 0.e b. i.s 4.7 4.4 z o i.9 " * six(6)5/1618 set screws. salt spray,comes ear warrant and i_._,___,_.1 I. i 2 rue i.3 2.o i.s i.s z.s i b.4 0.3 b.b o<; b o b. b. b. 11 0mA i 1200mA : 1200MA ; 1 00mA 39w Y Y ................................. ;1....111:. .. . .. .. ...._i.. I...... .....,.... . , ........,.. ?.........7 ,- eL EATNG1011E e,M 6Bohem Bohemia NY . 11716 2618Suite 7 t , is available in either a textured or gloss M'; : s 4 Y w p ci ` ' Drivers: Surface• 3000K 70 j 3983 ; 102 : 2 - 0 , 2 4221 108 ' 2 0 2 4494 115 � 2 0 2 4105 1 105 2 ; 0 2 i 1150mA 1200rrA 1200MA f 1200m A 39w ' < REMOVED _ e, ,,.y;1.; ;, Universal voltage 120 277 is standard. } 3�W _,,_ }" " t° Phone: (631) 589-6353 . Fax: (631) 589-8705 : z 0.s o i.7 i.6 'i' ¢ 5:e 2 s z.3 r 0 ;oa "'0. , 1.7 §.3 z z.i i. b.e b.o b:a-' b b o b b. b. O 10v dimmin to 10%is standard for Modifications: 3500K ; 70 i 4047 ,04 12 ; o 2 4289 ' 110 i 2 I o 2 4566 117 ' 2 0 2 r 4tt1 107 ' z ! o 1 2 j 11 SOMA I 120omA 12o0mw i 1200mA ; 39w ' 9 P'.i: g (4 - E-mail: :. Light Guide LED. Consult factory for custom or modified designs. .1. .111,-....._�........................ ., . ...., . . -.1---11-1., - _.,. ._,,.,......___ ._--._.-...... -., _. . -. .-11 .... .... < i I j -mall INF @ WGROSSER.CO �4'1> 4000K ' 70 - 4174 107 2 0 2 4424 113 2 0 2 4710 121 §.5 9 0.6 a.s b.s !`b.8 '"i. 1 b.9 0.7 i.9 0.o b b o o b, b. See page 2 table for more LED engine and _ 2 115amA 12oomA 12oomw ii Wa k 2 0 z 4302 , 110 ' o , 2 1200MA 39w 11 ac 11 1111.. _ �(( driver specifications. ° 2700K 70 ' 4513 1 98 : 2 , 0 2 4808 1 105 2 0 � 2 5177 113 ? 3 0 3 14887 M102 3 0 i 3 1360mA 1435mA ' 1435n1A 1435mA 46w s ;•� z. - i,a "•o .a _ MH: 9 i 1111. _ .1- _. ' 11 µ1l1.„. 1 ).3 b.7 h.s i.s i ll i.i4 3. i.z o.7 .s o.4 0.9 o.s .,-bs- .7 0.5 0.4 5.7 b,o b.o 1) 0 0 o b. b. NTS _>_-,;_ _,.._„ .._a..._, 1111,_......._, } CONSULTA EQ1�� L•!_ 3000K 70 . 4862 : 101 2 0 ' 2 4967 108 2 0 2 $348 11S : 3 i 0 3 1 4842 1 105 3 0 3 i 1360MA 1435MA 1435mA 1435mA ; 46w ft. 'r'r. • d tpdth Weight:24.61bs - 46w i .. - .. - - - " , ............ ).3 b.6 "' .3 4.i i.7 z.3 i.s b.s o.s 5.9 b.3 0.9 o.s b.6 :.1 �)V R�3: na3 o',,z I b.a b.o 0 0 0 b. b. EQ122. 1 E046LD �T5; :401c . ,PC- PA1211_; TN3 : i72, 3500K 70 1 4737 , 103 2 , 0 E 2 5047 110 , 2 0 2 5433 118 1 3 ! 0 i 3 1 4919 107 1 3 , 0 i 3 1 1360mA i 1435mA ' 1435mA • 1435mA 1 46w fir, ' LED EPA: 0.98 - 1 4000K 70 4888 = 107 2 0 . 2 5209 113 2 D 2 5804 122 3 0 1 3 5070 110 3 0 3 ! 1360MA , 1435mA � 1435mA 1435mA � 46w ).2 b.5 � .9 4.3 1 3, i-3 i.3 b.6 b.4, b.3� b. b.6 b,,9 "f`i.`3t .o .A 7•h,U.9 b.3 -b.3 �b:9� b.7 b.s o.3 b.z b.i � '.o o b b. b. i I ! t L Luminaire post Light Source Optics CCT Accessories Optional Mounting Fitter Finish z 1',f _` Series Mount &Wattage Source Mounting 2700K i 70 ; NIA N/A - 5867 105 2 0 2 ' 8246 : 112 2 i D t 2 ; 5706 ; 102 i 3 • 0 3 = N/A 1750mA 1750mA 1750mA i 56w at late 1 - _...,...,,:-.. „r.. .. _,: ..1111„,.. , ,, . z 0.4 7 i.3 o i.3 1i,o b. b.41 b.3) 9 i11 4 I a 0 1t.o o b b. b. ». _ ,rn�-d Win, [�1�\` Mir •. .-' ``- •` nr•s1 3009K ; 70 - N/A 1 NIA - 8081 108 2 " 2 6453 Y 15 2 0 - 2 5694 i ,OS 3 0 3 N/A 1750mW 1750m4 , 1750mA 56w 1 i j( i j\'"'",7 j �; _ I 1 H ,, @r 1 �.� b .........,,;.,......I-—-1 2 i 3 4 g g x 7 8 cssw= w_:. . 11 -•: , ' L 3500K ! 70 1 N/A i NIA - E 8158 i 110 2 0 2 8558 ' 117 2 0 ! 2 = 5980 ti M 107 mm 1 3: 0 1 3 1 N/A ; 1750mA , 1750mA 1750mA 1 56w :.' _....... <,.".,.._._-.-_ <_.,< - <.<<< .."..,.,- . -. _ ,,..,�..__'__- ._.,,,-1-...., _-_ . ..... . "" EQ122 1 = -- --- -•-» 4000K ; 70 ; N/A 1 NIA • 6352 113 2 0 2 6763 121 2 0 - 2 6177 i 110 , 3 ; 0 3 , N/A 1750m 11 . 1750 N ' 1750m4 S6µ 2700K 1 70 I" 1111. . , ,1111...,,.,.. 11 ..r" I1111" .. ...11.1,1. . . ,< .. 1111.,. .",..,.... :1111„„ < _ I. .,w,". .-".: 1111 :. _ NA i NIA I - I 7334 105 3 0 3 7806 112 3 ! 0�1 3 j 7132 102 I 3 I 0 3 € N/A 1 2185mA 2185mA 2185mA { 70.v , <,,__,., .. ..".i I FIXTURE ORIENTATION ACCESSORIES FITTER MOUNTING(Must Select One) 7DW 3000K 7D ' NIA NIA ; • ; 7577 ,oa 3 , 9 3 8066 115 3 0 ? 3 ' 7368 µi 105 »; 3 ; 0 3 N/A W , 2185mA 2185mA . 2185mA 70w <,.:._,. ,.,. ,, < ",�_..,,._,"1, __,,, 11 _ , ,,.,, ` . _ _. 11-1 See page 4 far fixture to pole transition (8.5� 3500K 70 1 N/A ! NIA ; • E • 7698 110 ; 3 0 3 : 8195 y 117 W: 3 0 1 3 , 7488 1 107 1 3 � 0 ; 3 1 N/A ' 2185mA 2185mA ' 2185nnA ; 70w 1 Post HSS150-2 (150"House Side Shield) FM3(Flush mount adapter system for 3'OD Pole) "" """' """' "' 1111 - "'- ""•' -• " 111•'1'••' �'- -� .1 II -'"'•• -'•-- 1 1 - + i { ,,,1,111 ,,,,, 4000K ' 70 NIA ! NIA - - : . 7940 113 3 0 3 8453 121 ' 3 . 0 3 7722 i 110 3 0 ' 3 WA 2185mA 2185MA 2185mA 70w E,,.. _....,.... -,. .._--'"-"" . - .. 1111. I'Seepage 3 for fixture to pole transition. HLMSPC FM(Integral higrbw motion sensor plus FM4(Flush mount adapter system for 4'OD Pole) "'" 1'11'1 " ' ""' ' ""' " ""`"' """' """ ' """ "- - . .. .. . -. ... _ ...... P t 0 P t 0 ro on R ro on R ' LJI�I E UE See page 2 for specifications. i FM5(Flush mount adapter system for 5"OD Pole) ! Area Light Area Light .,4ar' .1111., . - . _..... _..."....-........_.. ... . . 1.1.11,..._. 1 LED SPECIFICATION DRIVER SPECIFICATION LIGHTING SYSTEMS" LIGHTING SYSTEMS" d HLMSPC-06(High Low Motion Sensor/Photocell; ,TN3(Tenon Mount for 3'OD Pole or Post Arms) ! i Elements Serres Elements Serres TM TM LIGHT SOURCE&WATTAGES 15'-30'Sensor Mounting Height) ... -•----' •--I ,' Typical Efficac is 98-122 lumens per watt i 120 thru 277 Universal Voltage � (R TN4(TenonMountfor4'ODPoleorPostArms) I _,, .,w...,.,»_._.....>.,. <, _' _ ,<. »1111.-111 " - 111. __,,..g., _., .. „ .. " 1 I i ?HLMSPC-10(High-Low M3tion Sensor/Photocell; .-- - • "- "' Fixtures E030LD(30w Light Guide LED) I 1 � 50/60 HZ Color tem 2700K GOOK,3500K and 4000K B'-15'Sansor Mounting Height) I TN5(Tenon Mount for 5'OD Pole or post Arms) ".,-11 ,. .- -1 11.,", < .<. 1 _ ",_ , _ ,-_." ,,_„ PRODUCT SPECIFICATIONS ­ 11� Part Number Description ( 9 ) ) „ , 1»_.,, , I,----,,. i•1111 111-1-11111-11- _,, __„>"<< <-1 >_ ",< ."_,..1111 „-, »..,>. PROJECT: r PR12-NL-BK PROTON 12.ALLOY.NL,BK E039LD 39w Light Guide LED ""'' CRI:70 1 0 10V dimmin to 10°/a '•, 1 PC (Button Photo Cell _,_..,.."..",1111,., 1 Distribution:Type II 00µ139w&46w only),III,IV&V • •Minimum o eratini tem erature; -30°C 4°",.{s n �, PR12-NL-eZ PROTON 12,ALLOY,NL,BZ E046LD(46w Light Guide LED) TLPC _ ( ...I'll.1 .. y x p 9 p (Twist Lock photo cell&receptacle) „• ,"" s PR1Z-NL-TT PROTON 12,ALLOY,NL,T'I . . E056LD(56w Light Guide LED; TL5 (5 pin Twst Lock receptacle only) I FINISHES Drive Current:900mA to 2185mA(model dependant) 4 MODEL#: PR12-L227-BK PROTON 12,ALLOY,LED227K,BK 'Premium and Marine Grade Finish have additional charoes <,., 1 __ .,. . d-1-1 , ...," _"."",,111 C "" , PR12-L227-82 PROTON 12,ALLOY,LED227K.BZ T e II not availableA�i � '•""'""'Drive Current: TL7 (7-pin Twist Lock receptacle on sn n.a M.m. mna.a M.am ' „ , ,, Driver Efficiency>80%;Power Factor>0.90 LAMP(S): ;i, t 1�,t�;UPR12-L227-TT PROTON 12,ALLOY,LED227K,TT ( P P only) snnd.rocninm 6rm,roc.iom ,. , E070LD(70W Light Guide LED; -- or,a. 0101• i or.d. 0101• URGE SUPPRESSION "" ""'" PR18-NL-BK PROTON 18,ALLOY,NL,BK -__1 1- 11"-._.__.11_- - S SIO Lifetime:50,000 hours ;. I Type II not available) i ,Aspen Green ; 10 10MArchitecturalBronze : 51 51M i -• "-, --• •.. .. •-- NOTES: PROTON 1 LL PR18-NL BZ _ . _. .... --........_..,I -... . ' •"" '"' """�""` ''`-'»"'"»" + €' A Surge Protection Device SPD is standard featuring a 20kA Integral Surge Protection In conformance to IP64 I 18 NL-TT PON 18,ALLOY,NL,TT r cantaloupe 11 11M Paena Verde 52 52M ( I _, PR18-L227-BK PROTON 18,ALLOY,LED227K,BK .111. 1 _.., maximum discharge current 8/20Ns Waveform(Imax;10kA nominal m 9 ) PR18 L227-BZ PROTON 18,ALLOY,LED227K,BZ L3ac 12 ; 12M Copperclay 53 = 53M 1 ` discharge current 8/20ps Waveform(In)and thermally protected OPTICS 1111. varistortechnology.. .".,,..,.,.1111 »1111 », w_-,> .-.._.... .. 1111.., _ PR18 L227 TT PROTON IB.ALL ED22 K. T . . 1 11.1 .. ..,,1.11.,.1.,...»...._.. T2 OPTIONAL POST/WALL MOUNTS Poky 13 ; 73M Siver as S6M c •Meets IEEE C62.41.2 Location Category C High and US Dept of i (Type II:not available in 56w&70w) Raw Unfinished 40 ; NA Black Verde 61 61 M i P "' I Post Mount Arms ... ......... ... Energy MSSLC Model Spec. T3(Type Ilq i *See Pa(e 3 for Style/Size Black 41 ; 41M Painted Chrome 70 ' 70M , 111-1' --' ---'--- •• -- ••••• -.•• -- ----. - 5 Specifications: 'HIGH-LOW MOTION SENSOR 1 .,. . n open circuit during 1 -5" - PA1211(Select TN3 in Bot 7) Forest Green 42 42M Painted copper 71 71M ' 1 a fault state, em G 0 10v configurable output set to 10%,25%or 50%dimming -- ----- PD T4(Type IV) _ _ _ ... _.,,,..._,.i..___ .-..-....._' . . .................a.._,.__,..... resulting in wired in series luminaire to tum off to protect system ¢ ,.,_ _1111..-„- .. _,,......_... 1111_, Marine grad alloy construction ...1111,. . . ............ . .... 111 . . . .. PA1221(Select TN3 in Bea 7) , ,Bright Red 43 , 43M Textured Black 72 72M componelntse hereby find eating SPD module replacement. Adjustable time delay i-�- •High temperature silicone o-rings < ...- -'' ' - - ''___.._.,1 1,._<___:.. T5(Type . ., _ ._,._._., „ .. " __, .,.,.._,.., ,.-11.1.1,...,,.,..._,_, -1-111,.,., ,. ( YP V) Wall Mount Arms wkde 4a j 44M Matte Black 73 73M __- - ...,__._<. 1 5".._.7 T FLEX'"Auxiliary wire lead 45°Detection ; ` See Pace 3 for Style/Size # L� "„"» I 1 1111,, 1111,..,,,.,.,.........-µ. „ 1 1 t •15'direct burial cable -' - i Bright Blue ; 45 i 45M BQ1�e d Architectural 78 76M t , I I I ' ` "'�� . - '"' ' "'`"" ' - ' I•Mounts Integral to fixture ': '11'11_ •AMC-Anti-Moisture Connections WM1211(Select WM in Box 7) WARRANTY - ".. .1-1 , 11..11., .,,.,-— - ,11.11".. " <.<. . ................. . 2W max.LED lamp 120W max.halogen COLOR TEMPERATURE(CCT) �Sunny Yellow 46 46M Textured White n 77M , Lens available in white only 1 - „> WM1221(Select WM in Box 7) -Available in 12"and 18'stem lengths1111 1111_ ........1........... .... 11.....11.... ! ., ,.,.,111 1_ _._ _.___,_ _< See www.ANPlighting.com for complete fixture warranty. 11____11. -, 15" 27K (2700K) Aqua Green 47 47M TsxNred Silver 78 78M """" "1111 " ' ^'""""-' - w- ' Satisfies California 1 a Tftle 24 _ _-„ , Bronze finish Part Number Description Finishes finish [[[ ;- - -- ...' .11 . - . -a I.......... 1 1 -.t LED warranty information ' eid TM co cripti Standard F hemim,m Moan.r .., , _, . ,,..1,,1,.1 1. ., .. , Accessories 30K (3000K) Galvanized 49 NA PREMIUM FINISH orae• i m.a. ; ""' »"'"` ' i"' Composite stake with brass threaded insert PART-BZ Particle Dome Mounting Base BZ-Bronze I , , .. _ _.-.., 1111,_. - _ . . .., 1111. ,,..+----,-,,_",1 1 111 _,., "-,.,1..1.1,.,.1 .............._... _, 1111 _...___1BK--Black 36K (3500K) ,Navy, 50 : 50M Carbon Graphite 96 ; 96M 1PRI2 •Limited 10 year warranty ' - 11-'11-- <,__,.._._._„-, _„„_-w__. _,1111„ `--"-- arl111ited"., <, nL _ 1111-._ ...,,�. 1111. TT Tucson Tan • year ImI a woman on Ig u e engines t w, Consult Factory for additional paint charges and availability. 1•5 year limited warranty*on LED Drivers PRi6 4oK (40---- { _<."„,,,,-___-,..,-„"„- „ -,11.1_1,,,„"_ __ _1 *Limited Warranty:A typical year is defined as 4380 hours of operation.Failed defined as more i -. - _"" "" _. " 11"11_,.,"" (than 10%of the total platform LED's not operating. Light Distribution Cones: 1111.. ",, "„r 1 .,,,," ,,,---.--I--,-,---__, <_......_., 1111,_.111 W o NIA o w O N N ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227- ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.Com ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.com [1�1_7­11 -- , m - -, I - �R,1111 _",�, .� . ,,. :_ .. >�...�..-"- _ I 11t 11 a�'y ,d'f`� .� '� •E �<, , 'ya. `, 0 �; t,',;l < 'A t �':� . uLz 0 <:.,:>,..,,..M 1111..; -. .. _,. ._..u_,. ......�...._,.>._a,,>r._.. 1111.rb,..,. ..,.,...,„,,.n--1111..,.�„�.,..- -. - - »1111 »...<,.�.i ..„,,..>- ..� .,>,..__.m.. ..,...m...aas,..,-,...011111" ._. :..,aw,-,.,.<.>M..,.,...,,_&.. F.,F 1111, .,. < ...r. . - - -. -..' - - .. �. .•.a ', - .. .. ,"...,.-.»...,«..� ..-.".,..,........�..,,«...s.� ®_..... .."".,,«.,w",o.:.:»..,.,a<,..,....,.»1111.... 1111,.-.,1111..1111 1111„..,...„..._..-. ...w,.<,,,_.0.:............ .< ufiaur itonunn swtemau:r."�.e,ire r:ar, mr Me ar•:gr:wm:ronemarino cr m"fimm snuwt xtmmttamr,twrnc,tMs. AC?2P9Pefi(R2rr,6; .,1111. 1111 ".. cs G ur,q a L,g1�t,,tg Systems,; • 5825 3es,nlne Stree.Pl Mmtde.C:A 9':504 • Cu�t°nter Senl 800 955 4831 • Order Berv,ces-800 65-0 1882 ti Unique Ltgna^9 Systems<� 5625 3asrmne°!rent nl>n,rsW°,CA 92504 Customar Semro-800.965,4837 Order Servxx,a-800 654.i8a2 www.u n i q u e I i g h t i n g.C o m Project: Project: www.uniquelighting.com Fixture Type: Quantity: Fixture Type: Quantity: Customer: Customer: ,,,, ,., .. ,r, . �.,,-_ . ,. „ " . ., 111 1.1 .- 1111. , < f„ ,. M,,,_..,9,- , , „ .,� - . ,..,_„ 11 ,-,,.,�•e„,.",,.,..,,,_,w.,,,._ „ "'.- , __,. ,. 11-111,111.11 1 8 POST MOUNTS-See Post Mount Section on Website for Specification Sheets and additional post mount arms. ' POST TOP CONFIGURATIONS _ 7 REVISED PER TOWN COMMENTS 11/23/2022 Dimensions are Projection x height. k 6 REVISED PER NYSDOT COMMENTS 09/15/2022 . �.r-_"""""""""1111-""-.- "11.11 " 1.-1"-"__ 5 REVISED PER TOWN COMMENTS 2/15/2022 �' FLUSH MOUNT ADAPTER FM4 FM5 r�Ov O 222 ADDRESSED FEIS COMMENTS 05/11/2021 (- 4 £' E 3- v".>= : FLUSH MOUNT ADAPTER FLUSH MOUNT ADAPTER a. 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 Mounts to W OD Pole Mounts to 5"OD Pole I Mounts to 4"OD Pole 2 ADDRESSED DEIS COMMENTS 07/17/2019 --- --- 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 � i 4 61/2 161/ Southo Town 1� - 1 " r i g 1/2 Planning Board Number Revision Description Revision Date PAI 211 f 36"x 7" PA1221/40"x 7" 4 3 2 Designed By Date Submitted POLE SPECIFICATIONS 1 TC 01/20/17 REMOVABLE CA NO. COMPONENT ASTM DESIGNATION MIN.YIELD P.S.1 Drawn By Date Created ' - '� ' ' " ., ,_,, 1. POLE SHAFT A-500 GR.B 46,000 TQLT 08/23/16 2. BASE PLATE A36 36,000 Approved By Scale WALL MOUNTS-See Wall Mount Section on Website for Specification Sheets and additional wall mount arms. 3. ANci1oR BOLTS F1554 GR.55 55,000 Dimensions are Projection X hlelght. DRILLED PER FIXTURE REQUIREMENTS: 4.G LVANIZED HARDWARE A153 BG AS SHOWN e e D1-DRILLED FOR 1 FIXTURE FINISH SPECIFICATIONS Client: - - O DC -- POLES LL HAVE P ® D3 DRILLED FOR 3 FIXTURES AT 90"OR 120" POLE HGT HA TOP IA (N POLYESTER DDA ONSAT FINISH STANDARD H COLOR. D 28" 27„ D 20 o m D4 DRILLED FOR 4 FIXTURES 14' 4.00 4.00 11 GAGE 14' 56655 ROUTE 25 r", ,1,,, POLE SHA BASE PLATE DIMENSIONS • BOLT CIRCLE N. BASE PLATE DIM. IN. BOLT HOLE IN. PLATE HK.(IN.) SOUTHOLD DRILLED MOUNT OPTIONS 80090° ANCHOR BOLT DIMENSIONS 75 , NY ' 1 ANCHOR BOLT DIA. IN. ANCHOR BOLT LENGTH IN. Project: 75 20.00 ALLOWABLE WIND LOADING(SO. T. TENON MOUNT OPTIONS: WIND' INDICATED EPA BO MPH 90 MPH 100 MPH 120 MPH WM1211/10 3/8"x 8" WM1221/10 3/S"x 9 114" T2-02.38 OD X 4.00 LG EPA - 11.7 8.9 7.1 4.0 T2.5-02.88 OD X 4.00 LG 1 _>..< 1111 T4-04.00 OD X6.00 LG 'WITH I.3 GUST FACTOR SITE PLAN ACCESSORIES . .. ...... ... 3 5 I I L •» 5 : ' ° 4" POLE SHAF 25 THK TENON MOUNT SITE LIGHTING PLAN ;4,r a : a Project Address: 1 -- ___ -I . . C TENON MOUNT OPTIONS Hss15o.F12 ® 56655 ROUTE 25 HSS150-2 (field Installable) HLMSPC-FM HLMSPC-06 8 HLMSPC-10 PC TLPC......................... TL5&TL7__.__.___ II-- SOUTHOLD {_0.75 mom II SUFFOLK COUNTY, NEW YORK "- ,1111_, FIXTURE TO POLE TRANSITION WITH TN3 TN4 TN5 POLE 2.00 X 4.00 HAND HOLE COVER County Tax Map Number. Contract Number: HEIGHT FIELD INSTALLABLE HOUSE SIDE SHIELD TENON MOUNT TENON MOUNT TENON MOUNT WITH 8.00 SQ. 1000-63-3-15 FLUSH MOUNT ADAPTER Mounts to 3"OD Pole Provided Mounts to 4"OD Pole Provided Mounts to 5'OD Pole Provided FIXTURE Regulatory Reference Number > ' With 2 3/8"x 4"H Tenon With 2 3/8"x 4"H Tenon With 2 3/8"x 4"H Tenon INSTALLED - 16 1/2" - .I 16 1/2" 16 1/2" �- Title of Drawing: 2„ 17.00 SITE LIGHTING 2.00 X 4.00 REMOVABLE ABS F B HAND HOLE BASE COVER / w f W/COVER � I B AND DETAILSPP House Side I N Shield 08.00-09.00 32 1/2" 31" BOLT CIRCLE '2 33" / 1 Lu / Drawing Number. o 14.00 \ \ Q i to 0 3.00 \ / AVINIbil - Q1.75 X 20.00 ANCHOR BOLT POLED TAIL 8.00 X 8.00 X .75 THK" BASE PLATE w 3"POLE 4"POLE 5"POLE e a '990 1: �A Im 5, o DRAWN: M.HARVALA 6/8/2015 SOME GEOGRAPHICAL AREAS HAVE SPECIAL NAND CONDITIONS THAT CAN CREATE WND INDUCED -ro A 18°• VIBRATIONS CAUSING A FATIGUE PROBLEM.NO METHOD HAS YET BEEN FOUND FOR PREDICTING try E CHECKED p �3-� � I (�} DESTRUCTIVE LIGHTING POLE VIBRAT70N.THESE CONDITIONS ARE UNIQUE AND CANNOT BE 'W I REVISION: DATE: U N1 T E LJ 23)7I C7r06$bf CIC HWY. GUARANTEED AGAINST,AND ARE THE RESPONSIBILITY OF ALOCAL SITE ENGINEER. A . Sheet Of o IN N 4" I 5 C. 270' 90' APPROVED: N T f N/� Warren,M148089 TITLE: 16 22 a I• ^' QUOTE: LIGHTING P:(586)774-5650 1 F:(586)774-5706 n www.unitedli htin standards.com CATALOG: 92 > ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 'I-$00-548-3227 ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 'I-800-548-3727 6-°# S T A N D A R Q S g g PWGC Project Number w$ ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. HAND HOLE DWG NO: . . w g g P g pg p ANPlighting.com ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPIIghting.Com 4REF: SCALE:NONE 3 RSP-14-4-11 Unauthorized alteration or addition w � 2 1 to this drawing and related documents AVG 1601 W N is a violation of Section 7209 r, NYSDOT CASE NUMBER 97500 of the New York State Education Law �S a a a , UV t0, O ^^�� p�ag� {} 7- � TOWN HARBOR Im EMM row L6;I s d NOWOR a,TR FO%'s$'r -5f l �\ ,-- ANI HOINY FORGIONEF _ a- LL3 <;, — — — — LANE S,C31,1. NO. 1000-63-03-17.3 PROPOSED 1000/( (1MPROVED,CONN ECTED 10 PUKIC V XI IAF) 8—, Lfi=NI �NOVV OR I Ca`RMIERLY OF f 1� LEACHING POOL LAI ti � r rlLl- '' �- I D NOW OR FOR 'ER-Y C2r 0 a �, � VALERIE t91,SCOFAZ EXPANSION AREA \ � � ROPOSED VI°,CENT DOLOMITE&ILE .NA DOLOMITE c� ci S.C.T.l.it. NO. 100€-63A03-16 .. ROPOSED ` ELECTRIC LINE S.C.T.s . 1(3. 1000-03N 3-17. (IMIFR OVER,COQ NIP C T EIS T � �1"'.; n, ,T::l�f I f___ --� FORCE MAIN PROPOSED 10' DIA. PROPOSED 2' DIA. '•, '• R =A -- —.\ Strategic Environmental and Engineering Solutions IMPROVED,CON!`!-_GTED TO Fi!"°.I ;1��WATER) <,) rs BY 13' EFF. DEPTH DOWNSTREAM ROPOSED ( - ) --_ - --= j_ q u« WOOD POSTS TELECOMMUNICATION ( Cl C3 WITH NETTING LINE OF EXISTING EXISTING ISTORY FRAME ■ ' ■ ■ ■ LEACHING POOL MONITORING WELL } \ III ' ' aa-, DRIVEWAY TO BE SHED TO BE RENOVATED AND ® • TYP OF 5 � LINE c" aL `� REMOVED ( ) /tPROPOSED l_. _.._ -.._ ` r, '� I RELOCATE , w -7 y ° INCORPORATED INTO MAIN y ■ ■ t I; 1 - a e ` • • • o �, u; RELOCATE EXISTING 1 STRUCTURE !1 APPR. GROUNDWATER— 27STORY FRAME PROPOSED L_ S s. FLOW DIRECTION 28 GAS LINE CART PATH P / S07 4'40"E + a _ GARAGE TO REMA s 2' 310.00 _ 622.78' ¢ to ~ ` ' SIGN 630 Johnson Avenue. . Suite 7 PROPOSED 2' DIA. 3^u s07°38'10• 20 µ- � �.p--°--~ � . Bohemia . NY . 11716-2618 UPSTREAM ._ _...-•a-p•..a-a.w-•'a~°-.,- Wd—`W3", j W� .--Wil_--W� W -Wil--- \ O .-_-- .' •'.'. ISTINGWELL .•.I ...• •.I _ ROPOSED Phone: (631) 589-6353 . Fax: (631) 589-8705 MONITORING WELL µ - _ _ c, a�-.,;.kms.' i'>E ,e w = � w� —w�— — ___ - _ _ __ \ _... _ _ a_.c-a_�,...xr. ,,..a_..s�-.n"a--o-o--�-•v"'°'e� ,;;..�i�ffY•':._--Wj --Wj o? µ .tris: tt r t s ._ v a DRIVEWAYOSED C r { RELO `� f7 a PROPOSED ST 'IRRIGATION WELL v I w o N PUMP STATION E-mail: INFO@PWGROSSER.COM b �- RELOCATED AS I ' CONTROL 31 ®. �k " o o \ ' ., i � O CONSULTANTS jr D BUILDING 5-4 1 �o O �„ me �, ____J ___, y PROPOSED F 0'-0" O O AX. yah / o REMOV DEXIST NGTOBE_ r 6 I_ z 0' MIN. m n Q C/) EFFLUENT FLOW T o t - - o E - `_ _ 7 GTO2STORY f >- rb STRUMETER i ` O O / r p �W� -- — // ROPOSEDRESTAURANT �l[RE TO REMAIN z SIGN O PROPOSED HOTEL 29; ` / PROPOSED EVENT RM. 26.5 w� W / /_. . 4,472 SF 28 AREA E - z W/BASEATS T -,'I ' / I (NO BASEMENT) PROPOSED S3 \ X C TWO(2)STORIES W/BASEMENT SEWAGE �� O cv \ 10'MIN. 26,272 SF r w 27 `7c » FF:27.5 0 .Lp / z iiiiiiiiiii/ I JQ ,� 26 s s TREATMENT 3' {° a �Q. 8 �$ a FF EL.32.0' 0 is — - I a ROPOSED 10' — —� �'-"�� -� `PROPOSEDADDITIOIJ,�,Q, --•r � PLANT AND 100% O MN' s N w w DIA. BY 5 LIQUID c7 O n EXISTING STRUCTURE :3 EXPANSION AREA w _ _ 15's" 29 o / late\; 491 SF 26 0 z z PROPOSED G g G ° G w G G G G G _ T 0- DEPTH GREASE a o Q Q a ° I ®" WALIENIAY J J A� AP FtA� ,,,....t G 1 w ° �' Y WATER SERVICE w o \ ti • • " T — a � 3 3--- 3 �+ Z Z yGN s 3 3 EXISTING TO BE 3_- TPWJ�TECR ROPOSED r I '-'*•� 3 3 3 43nr ionr.ao '`i. npnnnpnpneann000nopnncnnp+Wsrprrrzs,rs'r.^ rnrsrnn nr ' slate..a REMOVED I = 0 O PROPOSED —� 75 50 r 1Y TP �SZ.P 5/ \ LAWNISCULPTURE 3nnnne 3 m m SERVICE 3 in p C ,.a,p.a.p.a, z ll.- F— v MECHANICAL 25 X �FE. \ - F,p GARDEN ' ;0 ooa 3 3 > SCREEN � cn O 27� \ O lot p '7 11 _ w Q PROPOSED ocN 6 ,� -r \ O \Fp -- 3 w GRADE L.30.5' O O CONSTANT � �� �' 6 ( � � \ �... ---� �0 HEAD BOX X � PROPOSE O NEW PROPOSED DRIVEWAY w Z Z ° PARKING ® %i % /%� \ \ rs — AND PARKING E — — — x .] v Q PROPOSED AREA iCOTTAGE 1 I ; \ a { ;!' U LL EQUALIZATION X 2043 3 TUB X a9t�,'��� `(J ^e _CHESS BOARD `° M o� v __.._ _ __.. _ - — " 111.___.__tt ILL ILLU MIN. s s � ®- 11 ,, PUMP STATION ' 6 RD I P LCA ANA _ t \-- --FP \ F P M P caa `- M �M - ]{ F FP�—. FP�- O—p.. �.—MnM M^ M M I I- TN:3 DECORATIVE j 3 �A SHED' NO�S'20'N \ . , . . . O :,QYY;�7• ��� i PG4D � ;� a npp .._.�•--- 178.00' 3 cb LtC C�tt j w p anc I 32 < /j�. :y a 26.5 , ' a 1 °na l COTTAG;�r jrF � • ,, HOT f4 Er %`'% RD to PROPOSED 2.5'H J to e c o o B ,.. �`` LI, o w a 26 pa ROPOSED ` ��� a TAININGWALL \GRADE EL.27.5' + 225 �e < co © no \= .\ Z d Y WATER SERVICE �(�^/) I p� El; FF EL 32.0' a J Y ltV�- OT u 111 a I - ue I — U-0-0 06 LAND NOW OR FORMERLY OF LLN % - -- = - % o Q Q ;° EUGEN TOMASIC&MIRELLA TOMASIC a COTTAGE3 E J a- HOT ,�;� ;, ./,. rRl E £ POOL REA `RIDG , o _ S.C.T.M. NO. 1000-63-03-14 o SI ",_.. > to of to PLAY COURTS \ ® W I o ;fin (IMPROVED,CONNECTED TO PUBLIC WATER)to to W GRADE EL.27.5' O o Oa o G JiOT __. w tY, �t('Jry lrry� [('�� r�'�i (E'�� `fiUB _ �=:__:___' {.•I. ,p o a o !,c- v Imo= i O G /\\i ,'.,._._ RD I� L.��....f ol...i I 0 L.; E...1 U ; COTTAGE 4 lno � BW:27 25 t I HOT \ z z �B TW:30.5 RAMP— 7W:30.5 RAMP 0 — I °0 3 °n e i _ .PROPOSED ®w,. .$ s s 28 p c u a 22 LAND- ` « it-..._ _ .. LIRR N LAND BANKED -- {,' LOCUST LANE N BANKE {-� a icon ' `r °w PARK AREA NG °w10 'g. " WALKWAY i ...____ �ariuc Qc©c�i©ate®anrpi�izr�o u: .'a G•tA6PA'W.€i.".'AL.K4"tAY irp.- ��o©�ulj°as.�aaau®QanQ o !000 PROPERTY LINE Z �Y ~ a p '000 __ _ pr. I r soon 2g i u un pan r M 12 ```• I __ =.-_=_:__':.. � .Q r •ani:: en can a a ■ , L L 30"_ pan `or, U• b, Vi" :::- -._:_ - •Eppnc pancopnpGRF.`,.'i"sl"FtS unpppgppp°na .ap o ._: I LAND NOW OR FORMERLY OF NEW PROPOSED DRIVEWAY , JANET L. RYAN j ru GARBAGE .- e LU \ 29 i AREA '# 0 \ i ;y--_c_--_-=- :_: non o SIGN _ - -- -- - C.T.M. N0. 1000-63-03-13 OICN\ 32 Rim PROPOSED PARKING AREA 31 \ tic❑n o — o S 4r .d a °°� � (IMPROVED,CONNECTED TO PUBLIC WATER) I w \ ion 00 a o u•� ° i C.7 .np pea � ; oiM i , � 34 a 3a w, w u u.. — (1` --`- -•, i .-��in^¢g^na- naapanonnnnpnanuprwau. ncGR+�`�PAVz,R5 ppcpan �27 . -✓ f i i ... S i rA .__. __... r cc cc '''4 n--°--n--°---o—a—o—a ° °-- •—a--O�--O ° °—°--o—°—a--0-- \ If \ 8 1 / N05°��'S0"W 616.57' _— 1 f 7 REVISED PER TOWN COMMENTS 1/23/2022 33 R �2" 6 REVISED PER NYSDOT COMMENTS 09/15/2022 5 REVISED PER TOWN COMMENTS 02/15/2022 4 ADDRESSED FEIS COMMENTS 05/11/2021 Il 3 REVISED PER CLIENTS REQUEST 02/18/2021 N LAND NOW OR FORMERLY OF 31 [I 2 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 CHARLES W.WITZKE 3? I 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 I Number Revision Description Revision Date �° ° —° °—° S.C.T.M. N0. 1000-63-03-28.1 l- N05°30'50"W (IMPROVED,CONNECTED TO PUBLIC WATER) PROPOSED mm.S I T E--P LA Nµ�w �I `` II 'I Submitted 51.34' SCALE: 1" = 40' Designed neyBy Date Created ��--:-...:�:---���...�.:�-w.l`��-• �-..�.i TC 01/20/17 33 0 40 80 ' LAND NOW OR FORMERLY OF TQLT 08/23/16 PIECES REALTY HOLDING LLC IzTM "` `= ---� Approved By Scale BG AS SHOWN SCALE: 1" = 40' Client: HE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project ALLOWABLE SANITARY DENSITY FLOW STP DESIGN FLOW OVERALL SITE PLAN 6.75 ACRES X 600 GPD/ACRE=4,050 GPD PROPOSED RESTAURANT DESIGN FLOW SANITARY LAYOUT PROPOSED SANITARY DENSITY FLOW 74 SEATS X 30 GPD/SEAT=2,220 GPD Project Address: 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD PROPOSED 44 UNIT HOTEL 56655 ROUTE 25 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GPD SOUTHOLD 100 SEATS EVENT SPACE X 5 GPD/SEAT =500 GPD 150 GPD/UNIT X 44 UNITS=6,600 GPD SUFFOLK COUNTY, NEW YORK TOTAL SANITARY FLOW =7,840 GPD PROPOSED EVENT SPACE DESIGN FLOW County Tax Map Number. Contrail Number. 1000-63-3-15 SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) Regulatory Reference Number. HAS BEEN PROVIDED. 100 SEATS X 7.5 GPD/SEAT=750 GPD Title of Drawing: PROPOSED GREASE TRAP SIZING REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+750 GPD=9,570 GPD PROPOSED 74 SEATS RESTAURANT PROPOSED SITE g LEACHING POOL DESIGN U KITCHEN FLOW=20 GPD/SEAT X 74 SEATS=1,480 GPD N_ REQUIRED: 9,570 GPD/5 GPD/SF=1,914 SF LAYOUT AND PROPOSED 100 SEATS EVENT SPACE PROVIDED: NEW LEACHING POOLS KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS=250 GPD 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) UTILITIES PLAN 1,914 SF/31.4 SF/LF =60.95 LF TOTAL KITCHEN FLOW: 1,480 GPD+250 GPD=1,730 GPD FIVE(5)OF 10'DIA.BY 13'EFF.DEPTH LEACHING POOLS 65 VLF PROVIDED; Drawing Number: GREASE TRAP(GS-1)DESIGN REQUIRED: 1,480 GPD X 1 DAY=1,480 GPD RECEIVP'-D W 0 w PROVIDED: (1)8'DIA,x F LIQUID DEPTH GREASE TRAP(1,500 GAL) NOV 2 F 2022 m GREASE TRAP(GS-2)DESIGN E Southold Town sheet of s a� Planning Board 17 22 ' PWGC Project Number. z REQUIRED: 250 GPD X 1 DAY=250 GPD ww PROVIDED: (1)8'DIA.x F LIQUID DEPTH GREASE TRAP(1,500 GAL) Unauthorized alteration or addition C NYSDOT CASE NUMBER 97500 to this aviol ganofSeceon7209ents AVG1601 Is a violation of Section 7209 LL o of the New York State Education Law ~o o_a LEACHING POOL EXPANSION AREA ROPOSED ELECTRIC LINE PROPOSED 10 DIA. PROPOSED 2 DIA. BY 13' EFF. DE=PTH DOWNSTREAM ROPOSED LEACHING POOL MONITORING WELL TELECOMMUNICATION (TYP OF 5) LINE ` ROPOSED Strategic Environmental and Engineering Solutions APPR. GROUNDWATER &5 < PROPOSED FLOW DIRECTION W m GAS LINE CART PATH - P Q RO POS E D 2' DIA. 28 0 3 29 o m 622'78 630 Johnson Avenue. • Suite 7 30 S07 3810 E UPSTREAM 31 � � W-- ,' Cr') a } -� .. .�..�.�-�- -'� -' Bohemia . NY . 11716-2618 _� - —�--M- wa Ph - - 705 _ --J� AM_.�.�� one (631) 589 6353 Fax (631) 589 8 MONITORING WELL - -� --A= � ___.._-_- � . . _. _ w�--w�— w�—wa-- -wu--- E-mail: INFO@PWGROSSER.COM - w�— w�—wA—w — w�-- _ = w� wa wd—w�—w VIA—wa--wa—w�— D CONSULTANTS O PROPOSED STP w --- w3 • ( C 1 �� wa m o CONTROL , M m = _ _ 29 _ `. �_ n 60'-0" 60'-Orr - BUILDING _ `501_011 `25!,,,MAX. = o PROPOSED / 28' 5 0' M I N �� $ µ� � EFFLUENT ...... -- .._ Z ; >+ 2 =' I FLOW METER 00 1. :`: " � ' ` ® ) � PROPOSED HOTEL PROPOSED101-011 f ,�5� ',Lzt: r' x __. L ti `' 10' MIN. 26 2072 SFTORIES W/BASEMENT SEWAGE 1 ,, X I w•• - + -_ _ 6-0 ' __. \ •'� i 1 ,l m \\ TREATMENT /` 3 , -" -- ' O '..-_ - _..._ �. o FF EL. 32.0' PLANT AND 100% ,_ /� X. s'MIN. � _ , .. .m _. �O r g`Y?' 'I e s EXPANSION AREA ,Q _o z ., _ G��G G G—G�-G—GO \ 7 PRt f.lX } 1 / G G�' G G��G G F PROPOSED i t BUIIDWD i GK••- Ct"-�G�7• G —rGG-H`-G r T TE T E T E T \ ' y %. :y LLy }� :GAG/ C•' —'— 9 5,4j WATER SERVICE n � , ; � -: --�-- w; o o _ i 1 t -w • Imp t " PROPOSED - �r ' ' p6 1 t • 1 � 6'' - � A ; TT f , IT MECHANICAL - =: =: - SCREEN l:, } rtD 27 wV 47 " w..W • WYw E PROPOSED— % �. PRo� ,,,,- w_ TY P. CONSTANT GRADE L. 30.5' HEAD BOX ,-- 1 , I O " PROPOS PARKMO .��''+± I � I . ' -.: -•,,•.-.n ,.....-„ . ,.. .,.,•.w... .,,.._, .. , , ,.; ,,,-.., .,.� , ..rwti,,. PROPOSED X 24-0 COTTAGE 1 EQUALIZATION � � �:' t,.�;� Hor I d Q ' ..X r llffpii� ' TUB l r 9 , { ® r t ,. �.." . �'s CHESS BOAR \ V PUMP STATION i RD ' gyp : a 1 1 y , C N { �. •�. . : � TW: 3 TW 3 FtE , I BW: 27.25 BW: 27.25 _ 8 REVISED PER TOWN COMMENTS 1/23/2022 7 REVISED PER NYSDOT COMMENTS 09/15/2022 REAR � -�gACK ��� 32 r 6 REVISED PER TOWN COMMENTS 02/15/2022 COTTAGE 2 .1 RD i._.....h _,..., I 5 ADDRESSED FEIS COMMENTS 05/11!2021 \ Q HOT -! 4 REVISED PER CLIENT'S REQUEST 02/18/2021 c' rr �r W ::, I ��r I PROPOSED 2.5' H 2• TUB ' { / 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 :_.. . s s .—s s :.. \. GRADE EL. '�`'\ .�' -� y'� � -. Q RETAINING WALL 2 ADDRESSED DEIS COMMENTS 07/17/2019 �, \\ " "i'` C7 I 27.5' +EL: '7 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 w. Number Revision Description Revision Date -- • ..__ , - .. -~ - -; E{ Y � •' ' � HOT 2 _... M. TU y D } } } Q sign ate Submitted \ }� w 1 P ! Q I awn B ( f De ed B 20 Y Date Created TC 0120 17 I { `\ TQLT 08/23/16 ' D 1 P ( Q I ,' z Approved BY Scale OT COTTAGE 3 _ BG AS SHOWN w. 1I I HOT 6669,.�, s`t'y POOL REA Client: W• V ---. } ....................... n- I 04 22 ti -r vw", ." ; ,`.• RD I PLAY COURT ® 56655 ROUTE 25 m SOUTHOLD, NY — M - 20'-Owr = _ G DE EL. 27.5' Project: HOT \ ��' ';` r - . � • ` i TUB 1 _ " I COTTAGE { o ; ®; - PARTIAL SITE PLAN r � 5cr �F - - RAMP --- -- � - ��� . i" PROP ` , TUB ` { TW: 30.5 TW: 30.5 MP 22 LAND- OSED ;; s s .—. , n , � SANITARY LAYOUT I. n N w } LAND BANK _ _ r LI RR ED - _ NK E _ D N Project Address: i 1 1 ct d ess: O PARKING t� G PROPERTY 1 10 to ' WALKWAY 56655 ROUTE 25 LINE AREA 0W_I SUFFOLK COUNTY, NEW YORK 20 County Tax Map Number. Contract Number: IS i i I _ t2 i /f/ \ l .. I I i I /'I� o n "Co 1000-63-3-15 Regulatory Reference Number: Title of Drawing: PROPOSED HOTEL SITE PLAN " _ r PROPOSED SITE SCALE: 1 — 20 � 0 20 40 LAYOUT AND SCALE: 1" = 20' UTILITIES PLAN Drawing Number: N Q U y • W E ® �E ® � ? NOV 2 2022 E Sheet of o .= 7771 Sou':cold i own a Planing Board 18 22 d g Q N 3 PWGC Project Number: 'z W w Unauthorized alteration or addition z E to thus a ing and related violation of Sectiodocuments ocu ents AVG 16 01 LL NYSDOT CA E NUMBER 97500 III of the New York State Education Law a a NONE Strategic Environmental and Engineering Solutions 630 Johnson Avenue. . Suite 7 Bohemia . NY . 11716-2618 Phone: (631) 589-6353 - Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS t' —PROPOSED FORCE MAIN A �E I co 111€I ILI s € IE i €I \ fs S07 44'40"E + Zs 310.00' 0. . i:`- r. °~] = s_ ICC �. , by ,. :,. ..','. . .. •; -. - - . .... -,- ._-_.___._.._.. ROPO .gym .� W 3 �. S E D " N 24"WAL UT PUMP STATION :•_,_� ,rpt � b- � r —3N � - 0 . . . . . . . . . . , f .. DOM � W .._....._ ._.. ........_.,__:mom _ r .3r i' \ r O EIS r II I--- _- r �til O - — - - -- -- I 7 O € 23'-31" --f i� /I _ll� 21 r 11 2 �— z w j d E •1 I 26 � d- 28 = 27 • JI CD 26 "PROPOSED j FRONTYARD ETBACK E D 10 ' RD a { 23r_ Ins ° TYP. 19' O.1 ii f; z,� ` - T 26 E w w DIA. BY 5 LIQUID a \ z IT! ; r, 1s 0° I� o ,.- z DEPTH GR 7 „ ) _ I !; 4 j _ _ j Q EASE 6 REVISED PER TOWN COMMENTS 11/23/2022 5 REVISED PER NYSDOT COMMENTS 09/15/2022 ¢€ #€ 2 ¢ P 3 REVISED PER TOWN COMMENTS 02/15/2022 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 3— 3 I i..t a...._ .. ;.� ..., , i. , . 3 IT 6r+ COMMENTS 07/17/2019 z z 2 ADDRESSED DEIS _ - .€�€1... 3 3 A� T MS-UP O —� 04/11/2017 \_s r' �s p��+ p��yty�°�g � 1C�i: '!f r" a REV.T044ROO TIES €— �n {'"7 .` I^ ['r .r' ?-; r_,rs - r--_ •-, r -, -, ,-z : •,-� r,r, r. _,x.71 P`�,c�3 ..F",I`1 V 4..D WA.L.�YIA[ ":" ` .':.r:9- � Z) O P O S E D Number DATE UTILITIES (� Revision Description Revision Data _ si 3 3 _ o- i I m W T E R SERVICE Designed By Date Submitted REQ'D Drawn By ® r: i _ TIC /20/17 Date Created w m FRONT YD. (n (n TQLT 08/23/16 �r.i M / f: i ti �•-- •�• — , Approved By Scale I' _ . I - — t' 19r Orr lie , va N .;. SET �,, BG AS SHOWN - l D ;I�a. .I 22 56655 ROUTE 25 4. NAGE AREA 'C' ' N oC:) OUTHOL NY ? w S D N 04 CV Cfl O, I I `? C� U Project: ' LJ cv� ► 1 WAI v • 4 f i I � _ ( 1 "' ll M ..-,a-.....e, FP M M }- ��..�:., - PARTIAL SITE PLAN FP FP— FP F Q M ,M. M E M M i•,..+:. ., _... _res.,. .. ..., •~1, —^tt M ��Fp f•P: P l; , M M, Y ... FP,—FP• 'tom FI€� ,..FF FP FP�P Fp ° FP—.-� FP FPR �_ P --�--�-M M M M M M O' •^•\• €7 —� FPS—� FP FP-°.�-a FP--e—a ---n M n M M SANITARY LAYOUT Q ?;f Fp FP-3_�P--a,_. - M. •< , o n --�=to -� 1 11�aA/ �P--G-�¢p FP _F � �p E i t t:;3 tj t. � � __ .. N04 45 20 W/ n —!— _ FP - - 1 7Q i Project Address: 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 a N UTILITIES PLAN W s Drawing Number: 0 RECEIVED NOV 2 2022 ® y W� 7DQ Win Soutriold 'fown o Planning Board Sheet of s N 19 22 � Eli PWGCProject Number.. g z i Unauthorized alteration or addition NYSDOT CASE NUMBER 97500 tathis drawing and ofSecrelated on7209documents AVG1601 is a violation of Section 7209 fi a of the New York State Education Law o a r U � AMERICAN MADE C.I.FRAME WITH SLOTTED COVER OR O.D.PLUS Z MAX C.I.FRAME WITH SOLID (SEE NOTE BELOW) COVER BY NEENAH,CAMBELL OR APPROVED FINISH LAYER MATERIAL EQUAL RIM ELEV. GRADE ADJUST TO FINISHED PAVEMENT CURB LINE GRADE WITH BRICK FRAME Strategic Environmental and Engineering Solutions g g g - SOILS IN EXCESS OF 9"BELOW V MINIMUM,4'MAXIMUM ALLOW I MIN.FOR FINISH GRADE -- SIZE OPENING FnR ) PAVEMENT SUBGRADEOF CASTING CASTING Nicolock Checker Block pavers COMPACTED TO 90%AASHTO ® � a. 12"DIERIALAS 1.0%SIG T-99 1. :•..;.•., (MAT N) . with reinforced wire mesh CLASS IV RCP PIPE LIMIT OF WORK DOWNSPOUT p p O � r' `" SLAB COO ER RCED COGRADE \ < Topsoil/seeding -,•• • , . , BY SITE CONTRACTOR _____. •„ �•� DRAINAGE RINGS WRAPPED y� . . . . . . 3`-0 ®== © r" 3'-0" WITH GEOTEXTILE FABRIC O.D. I CAST IRON CLEANOUT WITH BRASS FERRULE } 1"-1/_"Bedding sand 630 Johnson Avenue. . Suite 7 BACKFILL ABOVE SPRINGLINE T MIN ®® 0 �_. __ _. - r MIN SUPAC 4NP OR _ r #30 ASPHALT ` (CAST IRON PIPE PAINTED TO COLOR APPROVED EQUAL 8"MIN° BOhemla . NY . 11716-2618 . . BE PLACED IN 12"LIFTS SPECIFIED BY ARCHITECT.) p p© jam - - _ ROOFING FELT 1' Compacted aggregate base FIRST FLOOR 3'-0"MIN. RING DEPTH VARIES - PAST GRAVEL o Phone: (631) 589-6353 . Fax: (631) 589-8705 - AS PER DESIGN © O D © 6' COLLAR / / /\/ / / / /\/ / / /\/\/ < Geotextlleseparation fabric E-mail: INFO@PWGROSSER.COM A PRE-SHAPED FOUNDATION OR 4 18" D O O D I=_ \//\//\//\//\//\//\//\//\/ BACKFILL UNDER AND TYP SPRINGLINE FLAT FOUNDATION WITH GRADE AROUND DRYWELL WITH C� 0 © � REINFORCED /////////�//\//\//\//\/ Compacted soli subgrade BACKFILL TAMPED INTO PIPE " ;;. O EMO © C "�-"- TE PRECAST CONSULTANTS - -. HAUNCHES AT CONTRACTORS PVC(SDR18)PIPE FITTINGS SIZE TO BE GRANULAR MATERIAL CONCRETE _ DISCRETION CONTAINING LESS THAN RINGS COORDINATED WITH DOWNSPOUT 15%FINE SAND,SILT,& LEACHING RING CHECKER BLOCK:TOP VIEW CHECKER BLOCK SIDE VIEW FERNCO SERIES 105G COUPLING FOR CAST © © CLAY. (SILT&CLAY 24• 3" 3" Al' _ I BEDDING(CLASS I,II,OR III) IRON TO PVC PIPE 0©© ® �"" m "" µW EXCEEID 5^/0)ON T TO Lr 2TMP" ITYPI WHERE UNSUITABLE MATERIAL Q p© ® �- ~•TMP 4" T- I 4- BACKFILL PLACED ALTERNATELY IS ENCOUNTERED DURING TO DRAINAGE SYSTEM -.y_ TYPICAL 12" z' —i EXCAVATION OF PIPE © (NAGE RING r 1"J "`' WELDED wciREME6H .. IN 6"LIFTS ON BOTH SIDES OF PVC(DR 18)@ 1.0%MIN. _............I . DRA �.! GRAVEL COLLAR 3'-0" TYP PIPE UP TO SPRINGLINE TRENCHES. 5'-0" - -- 10" MIN ALL AROUND A za- 8' 3' GROUNDWATER TO lL ELEVATIOIJ �- GROUNDWATER specifications NOTE: 1' LEACHING RING pieces S.f.pper leces allet GRO_UNDWAT_ER BACKFILL UNDER AND width length height Per s.f. patiet er pallet weight NOTE 1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITECTURAL PLANS. _ - H T _ AROUND DRYWELL WIT 24• 2a 4• 2s 80 20 2000 12'-0"0 GRANULAR MATERIAL 1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5'-0",THE CONTRACTOR MUST PROVIDE SIX(6)FOOT MIN. LL CONTAINING LESS THAN SHEETING AND BRACING.AS AN ALTERNATIVE,THE TRENCH WALLS MUST BE CUT BACK TO PENETRATION INTO o 12 15/°FINE SAND,SILT,& A 1:I SLOPE,OR THE NATURAL ANGLE OFREPOSE FOR THE SOIL,WHICHEVER IS MORE ROOF DRAIN DOWNSPOUT �. / ACCEPTABLE LEACHING CLAY. (SILT&CLAY SHALLOW. MATERIAL. IF SAID 2- CLASS I,11,Ili OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES,PER USCS SCALE: NTS CONDITION CANNOT BE 12'-0"DIA. FRACTION NOT TO ACHIEVED WITHIN THE EXCEED 5%) UNIFIED SOIL CLASSIFICATION SYSTEM) NOTE: FIRST SIX(6)FEET BELOW NOTE: PRECAST CONCRETE 3- SAWCUT 2'BE'1'OND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED. 1. ALL DRAINAGE LEACHING POOLS TO HAVE 10 FT.EFFECTIVE DEPTH. THE BOTTOM RING,THE LAST PIPE TRENCH DETAIL LEACHINGEXCAVATION XCAV TIONOE 1. ALL LEACHING CATCH BASINS TOHAE10FT.EFFECTIVE DEPTH. FOOTING CHECKER BLOCK CONCRETE GRID DETAIL DRAINAGE LEACHING POOL THE SIX()FOOTMNQNDF CIRCULAR WICK,UNTIL DRAINAGE - LEACHING CATCH BASIN NOT TO SCALE SCALE: NTS SCALE: NTS APPROVED PENNETRATION SCALE: NTS NYLOPLAST 24" DRAIN BASIN: 2824AG CAST IRON CURB INLET TRAFFIC LE IRON BEARING BICYCLE SAFE(BY ©®I�EG�FRAME&GTED IRATE TO 'CAMPBELL') MATCH BASIN O.D. \ ALLOW 4"FOR FINAL O��OO� 18"MIN WIDTH GUIDELINE ADJUSTMENT OF FRAME -6"a2'-6- a o u, 8" — ! MINIMUM PIPE BURIAL ®VAAIILAB E(ACCORDING TO MANUFACTURER IABLE INVERT HEIGHTS DEPTH PER PIPE 8"MIN THICKNESS GUIDELINE PLANSRAKE OFF) RECOMMENDATION TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE ANGLES PURPOSES ONLY.ACTUAL E 10'-0" 10'-0" �APT� B MUST BE DESIGNED #4 BARS IN TOP SLAB(4"O.C.) I =''-VARA BLEE0* 360' TAKING INTO CONSIDERATION LOCA SOIL CONDITIONS,TRAFFIC �-y I ACCORDING TO LOADING,&OTHER APPLICABLE DESIGN FACTORS. I 'I PLANS I� GROUT AROUND ENTIRE PIPE f 18"MIN. DRAINAGE PIPE SEWER MAIN OR CORRUGATED HDPE DRAIN PIPE t t HOUSE CONNECTION ®VARIABLE SUMP DEPTH OR APPROVED EQUAL I OPENING l ACCORDING TO PLANS(6"MIN) 6' 0.5%MIN. 4'-0" I 18"MIN. j ®VAAVAILABLE:4"-24"FOR CORRUGAIOUS TYPES OF INLET&OUTLET TED HDPE APTERS 4"MIN l III POLYPROPYLENE COATEDy" I (SDR 35,SCH 40 DWV,CORRUGATED&RIBBED PVC l STEEL RUNGS @ 12"O.C. 1 �, i 10'-0" 10'-0" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PIPE INVERT QWATERTIGHT JOINT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II 1'$"SQ. OPENING FILLED j / t (CORRUGATED HDPE SHOWN) MATERIAL AS DEFINED IN ASTM D2321.BEDDING&BACKFILL FOR 8 I 1 m-GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7aso-05, SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED 7 T-0" WITH GRAVEL j \\ ®-FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050.05 UNIFORMLY IN ACCORDANCE WITH ASTM D2321. r (3)--DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS 6 REVISED PER TOWN COMMENTS 11/23/2022 RISERS ARE SEEDRAWING O.7E001O110-06WSOVER84'DUETOSHIPPINGRESTRICTIONS. 5 REVISED PER NYSDOT COMMENTS 09/15/2022 -_ ASTM D3212 �oR ORRUGATEDHDPE(ADS 81I1ANC0 DUALW &SDR 35 PVC A 4 REVISED PER TOWN COMMENTS 02/15/2022 6 ©-ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0'TO 360%TO DETERMINE MINIMUM 3 ADDRESSED COMMENTS DATED 12/9!19 04/08/2020 -�...®.�_.^_.._ ''�r.;:A' ::-° ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-013, - o � a a 0 2 ADDRESSED DEIS COMMENTS 07/17/2019 O :3 C7 SZ p Cr b C7 C1 GRATE OPTIONS_ L_OAD RATING PART# _DRAWING#_ THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS THE RECEIPT OR 3130 VERONA AVE b G7 G q G C3 S? © Ct C3 S1 M 1 PEDESTRIAN MEETS H-10 2499CGP 7001-110-216 POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER,OR LICENSE THE USE OF THE DESIGN OR TECHNICAL BUFORD,GA3051E 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 - 1'8" 1'6" 1'8"-- ��UNDISTURBED SUBGRADE 4�" 6" STANDARD — MEETSH-202499CGS_ 7001-110.217 INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN,OR PHN(770I 932.2443 Number Revision Description Revision Date SOLID COVER MEETS H-20 2499CGC 7001-110.210 MANUFACTURE OF ANYARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN,E(CEPT BY SPECIFIC �v1 t FAX(770(932.2490 DOME N/A 2499CGD 7001-110-219 WRITTEN PERMISSION FROM NYLOPLAST. J wwwmyloplast-es.c DRGP IN GRATE LIGHT DUTY 2401 DI 7001-116075 TITLE Designed By Date Submitted 1 SIDEVIEW TOP VIEW 241N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TC 01/20/1^/ DWG No. 7001.116192 REV B Drawn By Date Created DRAINAGE - CATCH BASIN DRAINAGE / SEWER CROSSING DETAIL TQLT 08/23/16 Approved By Scale SCALE: NTS SCALE: NTS CATCH BASIN DETAIL Ac AS SHOWN Client SCALE:NOT TO SCALE THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project WATERPROOF INTERIOR FACE OF CONCRETE RETAINING WALL WITH DRI-SEAL SITE PLAN (OR APPROVED EQUAL)SILICONE EXTERIOR y W SEE SHEET 3 OF 12 FOR COLORLESS WATERPROOFING(5%). ���Q�, •-. RAMP SIDE OPTIONS TOP OF WALL ELEV.30.5' �j�o " SIDE FLARE(TYP.) BUFFER ZONE W /fj////// / -\�� W• W "W " W\ (SEE NOTE 23 FOR FLARE SLOPES) Project Address: 12"THICK POURED \\// j /+W \'�` 56655 ROUTE 25 CONCRETE WALL \\\ W` �, W / 4,000 PSI \ 3.25'REVEAL W. W .W ��� " W• SOUTHOLD • �' ".`. W. �� S°�q�, \��W SUFFOLK COUNTY, NEW YORK W� W�'Y W� W s \ W W No.4 BARS 12"O.C. ` ` ` ` ` County Tax Map Number: Contract Number. 3"MIN COVERAGE BOTTOM OF WALL \" j 1000-63-3-15 ELEV.27.25 ,"W �v 'C"""C"c`;E,7=b°o' � ,off,� o �\ Regulatory Reference Number: .�. ...�.. No.4 BARS 12"O.C.ALONG EARTH SIDE �� . \ \. - " NOTE: \ �.. .... \`d _Jc, a;;„o�000, uo j \ \ . Title of Drawing FOOTING CONSTRUCTED ON ` `�� \ !cel \ \ \ 4'-0” 2 TON/SQ.FT.UNDISTURBED BEARING RAMP / \ 2"x 2"KEY SOIL,OR PROPERLY COMPACTED \ SITE T E 3 No.4 BARS 18"O.C.6'-0"LONG V-6„ ENGINEERED FILL CERTIFIED BY A LICENSED PROFESSIONAL • ENGINEER. SEE DETECTABLE WARNING � W ' •• 1'-6" PLACEMENT DETAILS ON SHEET 2 OF 12 DETAILS (SEE NOTES 1-7) \ No.4 BARS 18"O.C. • ' /�\//\\//\\//\\//\\//� � \ y 6'6\ \\ \\ CLEAR SPACE \\ (SEE NOTE 2) s CURB RAMP CONFIGURATION: TYPE 1 CONCRETE RETAINING WALL Drawing Number. N SCALE: NTS SCALE: NTS caca ITEM 608.0105009 IV 75700w NOV 2 F 2022 m E Sheet of g g Southold Town Q Planning Board 20 22 O N a` > PWGC Project Number. 'z w w Unauthorized alteration orocumen nts AVG 1601 Z NYSDOT CASE NUMBER 97500 ��Iisadrawing violatinn ofSectirelated d72009 M o Jill of the New York State Education Law o 3 a a ( ) 0" N.T.S. N.Y.S.D.O.T. / 9"DIA. 3/4" SIGN�o.R1-1C CAPPED WITH CONCRETE RESERVED PARKING 30" 1o" STOP, ART 3"GALVANIZED(WEATHER TYPICAL TRAFFIC PROOF)STEEL MOUNTING \\ CONTROL CHANNEL(TYP.)COATING TO \ 4"WIDE BLUE STRIPE SIGN COMPLY WITH N.Y.S.D.O.T. 3'-0" NEW BLUE HANDICAP REQUIREMENTS(SEE NOTE 1) \, SYMBOL 6" �{ 2"SQ.POST O T-O"MIN. POST PUNCHED FULL LENGTH 6"DIA.HEAVY DUTY PIPE FILLED Strategic Environmental and Engineering Solutions O q WITH'18"DIA.HOLES 1"O.C. WITH CONCRETE&PAINTED 20 \ z YELLOW (TYP) 7" O T-0"MIN. O 2' � FINISHED � \� R'� A j FLOOR 630 Johnson Avenue. . Suite 7 O 18"MIN.FROM EDGE OF 1/2"PFI:MOLDED BITUMINOUS '` ;� Bohemia . NY . 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 42" 27"DIA _ _ 15° O PAVEMRNT TO SIGN JOINT=1LLER .• �-�\� r 4"BELOW FINISHED - O ,% 6' PAVEMENT '� ' '• I E-mail: INFO@PWGROSSER.COM �Q. I GRADE10" T=0" '' CONCRETE •'; 21/2"SQ.SLEEVE , REPAIR OR REPLACE SURFACEOf FOOTING ' O 36" IN KIND '' ` 4,000 PSI r- 10' 10' 8' CONSULTANTS CONCRETE FOUNDATION . .,,] ,, r 42" i ji> 28 DAYS 4,000 PSI @ 28 DAYS O ` 2112"SQ.SLEEVE �7" O '' . DIRECT EMBEDMENT AS PER ° ;%' 3. PARKING STRIPING DETAIL N.Y.S.D.O.T.REQUIREMENTS v . - 6" SCALE: NTS BLUE PAINT 1'-0" [ SQ. yt 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) CONCRETE WALKWAY PAVEMENT SUB-BASE FILL WITH 1/2"PREFORMED -u PAVEMENT RAMP VARIES SIDEWALK _ e"WIDE FULL DEPTH CONTINUOUS A BITUMINOUS MATERIAL . . y"LIP EXPANSION JOINT BETWEEN CURB A &CONCRETE PAVEMENT(TYP AT 6" FACE OF CURB 24"(TYP) 4, y"EXP.JT. ALL EDGES OF RAMP) SECTION A-A FG 5" 1122 1 1 1/2" CONCRETE PAVEMENT I SIDEWALK � �. � z _...,..<_.. ....,,.. . . ........ ....• . CL LU SIDEWALK VARIES WIDTH OF VARIES SIDEWALK 4'MAX RAMP 4'MAX. SMP _ _ RUN � DETECTABLE WARNING STRIP(1 FT,x 1 FT TILES) VARIES L'MIN. 6X6-W3XW3 WWF CONTRACTION JOINT EXPANSION JOINT III I =III_I I' I—i r (TYP) EVERY 4' EVERY 20' SEE PLAN 12 1 1 12 6" I I—III_ COMPACTED AGGREGATE BASE X'EXP.JT, y"EXP.JT. COURSE �� I RAMP RUN PLAN NOTE: SECTION B-B SECTION 'AA' COMPACTED SUBGRADE LANDING 1.12 DETAIL"A" 6"x 6'W2.9 DETAIL"B" STRIPING WIDTH TO �A x W2.9 W.W.F. MATCH WIDTH OF WHITE PAINTED MARKING CONCRETE TO BE 4,000 PSI @ 28 DAYS CONCRETE TO BE 4,000 PSI @ 28 DAYS ��' ..,'.......,x.��,",:.:.!::,"x,'-: 'x,,.,;.::'i...F:',.,'. .!.•.',`1:':.::'i--._�'-.'_�'',".',�'tJ ,•'.'i.'.°;..{::.i_:.:�_'xe:.',: CAST-IN-PLACE CONCRETE W/ - - 4' BROOM FINISH A I LANDING �COMPACTED 5"POURED CONCRETE � � k •'•••• • ^� EJ CONCRETE WALKWAY PLAN SUBGRADE PAVEMENT(SEE PLAN FOR w „ A t t` // JOINT SPACING) CONCRETE TO BE 4,000 PSI @ 28 DAYS SECTION A-A a �_ A �?' TRANSITION FLARE-WALKWAY NOTES: CONCRETE TO BE 4,000 PSI @ 28 DAYS 6'MIN. E .F� PAVEMENT OR LAWN AREA,SEE 114"RADIUS B 1( / A c>! PLAN FOR SPECIFIC CONDITION. 1. THE MINIMUM WIDTH OF A SIDE CURB RAMP SHALL BE FIVE FEET I I ' /�,• 2. THERE SHALL BE A LANDING AT THE TOP OF EACH CURB RAMP AND SHALL HAVE MINIMUM CLEAR DIMENSIONS E! - !' rr OFA 48"BY 48"SQUARE. CURB 121 MAX.SLOPE ' r 12;1 MAX SLOPE �' 2' ' -:'. 3. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12 8.3%, RAMP — - >,.. ! 8,33% 8.33°k 112"WIDE FULL DEPTH 4 ) - - i' '' EJ_. _ + _ E� . THE LENGTH OF THE FLARED SIDES SHALL BE AT LEAST TEN(10)TIMES THE CURB HBGHT,MEASURED CONTINUOUS EXPANSION 24"(TYP) JOINT BETWEEN CURB& v RECEIVED ALONG THE CURB LINE. e\� / CONCRETE PAVEMENT(TYP AT 5. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE,FIRM AND SLIP RESISTANT. PP,OVIDE A COARSE M - ------- v ALL EDGES OF RAMP) BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE OF CONCRETE RAMP SURFACES,EXCLUSIVE OF �' CROSSWALK DETAIL - U MIN.TRANSITION DETECTABLE WARNING FIELDS. SCALE: NTS DETECTABLE WARNING STRIP CURB TYPICAL BOTH SIDES TRANSITION CURB(TYP BOTH 6. RAMP TRANSITION BETWEEN WALKS,GUTTERS,OR STREET SHALL BE FLUSH AND FREE OF ABRUPT N O V 2 F 202Z SIDES) VERTICAL CHANGES 4"MAX. �----- __ 6 FLUSH INTEGRAL CURB W/y" . .. .. .. .. .. .. .. .. .. ., .. ., . .. . .. .. .. . .. '�� •'.'�i:':' �. ---- LIP JOINT SEALER 6" Southold Iown 8 PLAN VIEW PLAN DETECTABLE WARNING STRIP 112"PREMOULDED Planning Board 7 DETAIL B FINISHED DETAIL A EXPANSION MATERIAL GRADE 1.3" 5" I 6 REVISED PER TOWN COMMENTS 11!23/2022 j 5 REVISED PER NYSDOT COMMENTS 09/15/2022 CONTRACTION JOINT EXPANSION JOINT \\��\\��\\��\\ PROPOSED 4 REVISED PER TOWN COMMENTS 02/15/2022 SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK DETAIL 2" 3" PAVEMENT 3 ADDRESSED COMMENTS DATED I2/9/19 04/08/2020 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 18" Number Revision Description Revision Date #5 BAR Designed By Date Submitted (CONTINUOUS) I I TC 01/20/17 R=1" I Drawn By TQLT Date Created 08/23/16 Approved By Scale LL BG AS SHOWN Client: THE ENCLAVES CONCRETE TO BE 4,000 PSI @ 28 DAYS 56655 ROUTE 25 -DO TERMINAL `^---= = „i SOU HO TERMINAL POST 2.875" BLACK VINYL PRIVACY SLATS 1-1/2"TOP COURSE T LD, NY //-O.D PIPE 2-112"BINDER COURSE MOUNTABLE CURB DETAIL Project: LINE POST 2.875"O.D.PIPE TOP RAIL THROUGHOUT TOP,DIAGONAL, AND `i/,/,/ / /, ;j i / ------- _ -1.66"O.D.PIPE LINE POST TIE 12"O.C.8 1.66" O.D. / / /� �\ 6"COMPACTED RCA BOTTOM RAIL 1.66"O.D.PIPE \,�/ \\y:\ j ', \j i\ SCALE: NTS GAGE ALUM.(TYP.) BRACE RAIL / �../%,, %•, %, CHAIN LINK FABRIC CHAIN LINK FABRIC BLACK VINYL COMPACTED SUB-GRADE R-1 1/2" RAIL TIE 18"O.C. TENSION BAR 2:X6"GA.TYPE 1 ALUM.COATED 2:X6"GA.TYPE 1 SITE PLAN PRIVACY SLATS ALUM.COATED axa TENSION BAND 12"O.C. 1.66" O.D.BRACE RAIL 1x FINISHED 6" -BRACE BAND LINE POST LOOP TOP --------------------------- _-.......__ -,-------------------....-... ,- _-__ _ TYPICAL C_A_L ASP HALT PAVING DETAIL 2x / GRADE 3" SCALE: NTS \ \ \ \•' 2" 6" PROPOSED ; ;. PAVEMENT ,',• l.�"Y'-,,° ,F / ,. ' ' HEIGHT Project Address: �., 8'-0" l 1s" 56655 ROUTE 25 \ I SOUTHOLD `° � ••\ - ,"� y ACOUSTIC BARRIER WI #5 BAR MINIMUM STC OF2 SUFFOLK COUNTY NEW YORK $-0" { / 2"ASPHALT CONCRETE TOP COURSE (NOISEOUT-2 OR LV-1) (CONTINUOUS) , TYPE 1A-ITEM 70B l• _ r. PROVIDE JOINT SEALANT County Tax Map Number: Contract Number. 4"ASPHALT CONCRETE BINDER COURSE 1000-63-3-15 3'-0"MIN. • '' '` TYPE 113-ITEM 51 FX 2 LIFTS) Regulatory Reference Number. VARIES DOUBLE GATES 6"STABILIZED SOIL AGGREGATE SUBBASE ---- Title of Drawing: 3/8"(9.5 MM)DIA. 12. 8" t. SECURED BY CHAIN MATCH EXISTING COURSE(RCA)-[TEN 4S TRUSS ROD ; 2"CLEARANCE 3'-0"MIN. TYP, Xc AND PAD LOCK BOTTOM SELVAGE ;v , ?: `::.. ': CONCRETE TO BE 4,000 PSI @ 28 DAYS o TENSION WIRE / GRADE LEVEL TRUSS ROD TIGHTENER WITH 7 GA.TIE TO POST TYP ''.6". CURB DETAIL BRACE BAND 10'-0"MAX. �' POURED CONC.10'-O"MAX. FOOTING P. ,�� `I - '-''\T1 N.-W DIRT -2"SPACE SCALE: NTS DET IFYP. ,�:, • DETAILS ' // //'COMPACTED SUBGRADE,,, BACKFILL ACOUSTIC SEAL EXISTING PAVEMENT AND SJB-BASE `. • 2a• "SOD"PLANTING LEVEL W TO REMAIN • HDPE GRASS PAVER INSIDE CELLS 5/8" '•. "� ONCRETE CONCRa. ACTUAL FINISHED GRADE o CHAIN LINK FENCE DETAIL CHAIN L_I_NK GATE DETAIL ENT PATCH DETAIL � - Drawing Number: o • �� r i SCALE: NTS SCALE: NTS SCALE: NTS a ,o� SOIL FILL LEVEL INSIDE PAVER GRIDWORK AFTER HEAVY WATER DOWN. 6" W THIS IS THE ACTUAL"SOD"PLANTING _ LEVEL. ___ _ _ _ _ _ WOODEN STOCKADE FENCE DETAIL HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM W -- — - T SCALE: NTS 3/4"CRUSHED ROCK OR LEVEL WHICH RECEIVES 6 e CLASS 2 ROAD BASE THE PAVER GRIDWORK Sheet of o S a N _GRASS PAVER DETAIL21 22 .92 g OVERFLOW PARKING AREAS PWGCProject Number.. Z W SCALE: NTS Unauthorized aRera6onor addition E NYSDOT CASE NUMBER 97500 t°"'�sa`onnLu lat ofSection7209 °� AVG1601 LL of the New York State Education Law o 3 a a NOTES: GROUND SURFACE O COPPER \ CUT AWAY ROCK TO (SEE NOTE 1) 1. CAP SET FLUSH TO SURFACE. \ ACCOMMODATE D+2'-4 ROCKSURFACE - ---„-��PIN 6"LONG (SEE NOTE 1) rn R.O.W.MARKER D D 2. SURFACE OF ALUMINUM CAP TO BE IN CONTACT WITH CONCRETE. GROUT SHALL BE THOROUGHLY COATED "O COPPER • . — � _ _ = 7 WITH ZINC CHROMATE PRIMER. 708-04. PIN 6"LONG ;' ' .: ,' �I I I_1-71 �T—III= �- �I ISI I IS ALUMINUM CAP 3. REBAR SHALL BE DRIVEN WITH A DRIVING CAP ACCEPTABLE TO THE EIC AND DESIGNED TO PREVENT (SEE NOTE 2) { "MUSHROOMING"OF THE TOP OF THE REBAR DURING DRIVING. SILICONE SEALANT IS NOT REQUIRED IF THE o N SILICONE SEALANT ,�, R.O.W. MARKER CAP IS FITTED WITHA PREFORMED PLASTIC INSERT. Strategic Environmental and Engineering Solutions -- w N J �. ..r`'., T, (SEE NOTE 3) 0 4, SHAPE OF THE MARKER CAP IS APPROXIMATE, OTHER SHAPES WILL BE ACCEPTED IF THEY CONFORM TO THE s II UJ W MINIMUM WEIGHT AND DIMENSIONS GIVEN IN THE MARKER CAP DETAIL. THE MARKER CAP SHALL FIT TIGHTLY W .. . -I TO THE REBAR. MARKER CAPS WHCIH MAY BE REMOVED FROM THE REBAR WITH MINIMUM OR MODERATE d t-0 REBAR = EFFORT WILL NOT BE ACCEPTED. z .% EPDXY COATED Q U - =J. w N 630 Johnson Avenue. . Suite 7 r 5. LENGTH OF REBAR MAY BE REDUCED A.O.B.E. IF AN OBSTRUCTION WHICH CANNOT BE PENETRAED IS Bohemia - NY . 11716-2618 q GROUND ENCOUNTERED. HOWEVER, THE LENGTH OF THE SHANK WILL NOT BE LESS THAN 2'-0" IN HARD, DENSE, OR ...=•. o = GROUT§701-05 9 � STONY SOIL. REBAR TO BE EPDXY COATED. Phone: (631) 589-6353 . Fax: (631) 589-8705 ii o 'T�" I I CONCRETE E-mail: INFO@PWGROSSER.COM • w w w,� � 4"MIN. � .<~.:�:• � _ �—III—III 6. AFTER THE CONCRETE RIGHT OF WAY MARKER OR CIP PERMANENT SURVEY MARKER IS IN PLACE, THE � a UNDISTURBED I I ' _III—III- EXCAVTION SHALL BE BACKFILLED IN ACCORDANCE WITH THE REQUIREMENTS OF STANDARD SPECIFICATIONS CONSULTANTS EARTH �I SECTION §203-3.06 SELECT GRANULAR FILL". � �\ . .•:' ., .III- ROCK W -T�i i r 3 ; —I ,. . 7. EXCAVATION AND BACKFILL SHALL FOLLOW EITHER METHOD A OR METHOD B PER 625-3.04 PERMANENT I, L \ ROCK SLOPE 'i � I=11 I—III SURVEY MARKERS DEPENDING ON SITE CONDITIONS. I� III ONE J-0 REBAR 4" IN• j� M - 24"LONG \\ � STEEL PIN AND CAP R.O.W.MARKER FOR BACKFILL INSTALLATION DETAIL IN MATERIAL ROCK OR ROCK OR CONCRETE (SEE NOTE 6) CONCRETE SURFACE NYSDOT DRILL 1"fD HOLE X 18�" T7 DEEP,THEN FILL WITH GROUT :: AND INSERT MARKER ROD `_� CONCRETE RIGHT-OF-WAY-MARKER CONCRETE RIGHT-OF-WAY-MARKER '* HTOF INSTALLATION DETAIL IN ROCK OR CONCRETE RIC V�P� PRECAST CONCRETE RIGHT-OF-WAY MARKER `~ STEEL PIN AND CAP R.O.W. MARKER y, 9"MAX. "PITCH 7"MIN. TOWARDS ROADWAY 1� `R=1 Y U HMA OR PCC a PAVEMENT 6" CURB SUBBASE (SEE PLAN TYPICAL SECTION 1-1/2"TOP COURSE 3.5"BINDER COURSE NYSDOT TYPE 3 TION(TYP.) 6"COMPACTED RCA TIP-UP SLOPE 25% \/\'/\� /\/\�/\�%�i%� COMPACTED SUB-GRADE TYPE VF6 CURB DETAIL (SEE NOTE 1) ��oTti (VERTICAL FACED CURB WITHOUT CURB ANCHOR) SAW CUT EXISTING ASPHALT 4=0�M�q�Q� (SEE NOTE 4) o / OR CONCRETE DRIVEWAYS S TYPICAL ASPHALT PAVING DETAIL SCALE: NTS / / \ LAYOUT POINT / �<c<Z,q\ SCALE: NTS FocFOFo NOTES: (SEE NOTE 4) // \ / �,, 55� 1. USE CUB AND CURB AND GUTTER MEETING THE MATERIAL AND 8 CONSTRUCTION REQUIREMENTS OF SECTION 609 OF THE STNADARD OQ ��P SPECIFICATIONS. 7 6 REVISED PER TOWN COMMENTS 11/23/2022 2. CURB ANCHOR(NEW CONSTRUCTION). THIS DETAIL SHOWS PLACEMENT OF 5 REVISED PER NYSDOT COMMENTS 09/15/2022 p / tioTF ��tPJ CURB ANCHORS. PUSH-IN TYPE ANCHORS MAY BE USED (SHOWN ON THE4 REVISED PER TOWN COMMENTS 02/15/2022 O�OF STANDARD SHEET FOR LONGITUDINAL TIES). 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 LAYOUT POINT \�\' / s�;oFwq / �G�\ 3. CURB TYPES M6A AND M4A REQUIRE CURB ANCHOR. CURB AND GUTTER 2 ADDRESSED DEIS COMMENTS 07/17/2019 TYPES VF6G AND M4G REQUIRE ANCHORS WHEN PLACED ADJACENT TO 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 CNCRETE PAVEMENT OR SHOULDER. Number Revision Description Revision Date A 01 4. WHEN VERTICAL FACED CURB LESS THAN 9"WIDE IS USED WITH CURB BOXES d B Designed CU1, CU2 AND CU3 AND CONCRETE SIDEWALK IS PLACED ADJACENT TO THIS DesTC Date Submitted 01/20/17 `s/O /�= CURB, SEE STANDARD SHEET MISCELLANEOUS CURB DETAILS FOR CURB BOX Drawn By Date Created 's Mq�� yi OFTC\LT 08/23/16 JOINTS. 5. USE WITH CURB BOXES, CM1, CM2 AND CM3. Approved By scale . / E BG AS SHOWN THE ENCLAVES TYPE 3 DRIVEWAY ENTRANCE 56655 ROUTE 25 SOUTHOLD, NY d<Q P� FOR RESIDENTIAL OR COMMERCIAL DRIVEWAYS IN UPBAN AREAS Project: y�oO�� 1 � ���`� WITH POSTED SPEEDS OF 45 MPH OR LESS P G . 0 Qo 1 6 0 TAPER METHOD WITH SIDEWWALK AWAY FROM CURB OR NO SIDEWALK NOTE: SEE TAPER METHOD OF LAYOUT NOTES ON SHEET 3 SITE PLAN NOTES: Project Address: 1. A DRIVEWAY TIP-UP SECTION SHOULD EXTEND TO A LOGICAL TERMINI (EXAMPLE: SIDEWALK EDGE, WHERE THE 56655 ROUTE 25 DRIVEWAY GRADE MATCHES EXISTING GROUND, OR LAYOUT POINT), FOR REFERENCE, A REASONABLE OPTIONAL LEVEL SECTIONS SOUTHOLD LENGTH OR TAPERING THE TIP-UP SECTION IS NOT PART OF THE DRIVEWAY OPENING WIDTH. REFER TO SUFFOLK COUNTY, NEW YORK NYSDOT STANDARD SHEET 609-02"MISCELLANEOUS CURB DETAILS" FOR THE CURB TRANSITION. L MIN.SLOPE 2. WHERE THERE ARE CONSTRAINTS THAT PREVENT THE CONSTRUCTION OF THE DRIVEWAY OPENING USING 5 CournyTaxMapNumter Contract Number: MAX.SLOPE 25% 1000-63-3-15 EITHER OF THE LAYOUT METHODS, THE ENGINEER MAY SPECIFY A SMALL CORNER CURB RADIUS OF 2' (ORA" Regulatory Reference Number. BULL NOSE"CURB ALONG LOW SPEED HIGHWAYS), PROVIDED THE DRIVEWAY OPENING MEETS THE JOINT AS REQUIRED—�____� Title of Drawing: REQUIREMENTS OF THE"DRIVEWAY OPENING"TABLES ON SHEET 4. 3. FOR RESIDENTIAL DRIVEWAYS, THE MINIMUM PAVING LIMIT SHALL BE 10' FROM THE OUTSIDE EDGE OF TRAVEL _ LANE OR 2' BEHIND ANY SIDEWALK, IF PRESENT, WHICHEVER IS GREATER. FOR MINOR COMMERCIAL DRIVEWAYS, THIE MINIMUM PAVING LIMIT SHALL BE 30' FROM THE OUTSIDE EDGE OF TRAVEL LANE, OR 2' OPTIONAL 1"CURB REVEAL BEHIND ANY SIDEWALK, IF PRESENT, OR EXTEND TO THE RIGHT-OF-WAY LINE, WHICHEVER IS GREATER. THE (SEE NOTE 27) PAVING LIMIT MAY EXTEND BEYOND THE MINIMUM PAVING LIMIT FOR NEW DRIVEWAYS AND TO TRANSITION TO DETAILS EXISTING PAVEID DRIVEWAYS, THE PAVING LIMIT WILL BE NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT PLANS. EDGE OF PAVEMENT 4. ANY PCC SIDEWALK WHICH CROSSES A DRIVEWAY SHALL HAVE A MINIMUM THICKNESS OF 6"AND INCLUDE STEEL MESH REINFORCEMENT WITH 3"OF TOP COVER. BOTTOM OF CURB 5. TO PREVENT DRIVEWAY GRADES FROM EXCEEDING THE VALUES IN TABLE 2-'MAXIMUM DRIVEWAY SLOPE' ON DETAIL 7 SHEET 2, IT MAY BE NECESSARY TO DEPRESS THE SIDEWALK ACROSS THE DRIVEWAY. SIDEWALK RAMPS Drawing Number: o SHALL HAVE THE LEAST RUNNING SLOPE POSSIBLE, WITH AMAXIMUM DESIGN AND LAYOUT SLOPE OF 7.5%. DRIVEWAY DROP THE RUNING SLOPE FOR WORK ACCEPTANCE SHALL BE AMAXIMUM OF 8.3% OR LESS RUNNING SLOP, THE _CURB TRANSITION _ 10 RAMP LENGTH SHALL NOT BE REQUIRED TO EXCEED 15-1" FOR DESIGN LAYOUT. THE RAMP LENGTH SHALL NOT BE REQUIRED TO EXCEED 16-0" FOR WORK ACCEPTANCE. SEE STANDARD SHEET 609-02 FORR j t 04 6. WHERE DRAINAGE IS CARRIED ALONG THE CURB, CONSTRUCT THE DRIVEWAY WITH A SHORT UPGRADE TO COMPLETE CURB TRANSITION DETAILS PREVENT RUNOFF FROM PONDING AT THE DRIVEWAY ENTRANCE (FLAT DRIVEWAY)OR RUNNING DOWN THE �� > DRIVEWAY(DOWNHILL DRIVEWAY SLOPE). IF CONDITIONS MAKE THE ADDITION OF A SHORT UPGRADE II NOV 2 2022 : Sheet of a N IMPRACTICAL,USE 1" CURB REFEAL AND CONTINUE CURB ACROSS THE DRIVEWAY OPENING. TYPICALLY, CURB f�.___ _...� 22 22 REVEAL WILL NOT BE CONSTRUCTED IN RURAL AREAS. IF CURB REVEAL IS SPECIFIED FOR A SPECIFIC Southold lot^ t g DRIVEWAY, IT WILL BE NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT PLANS IN THE'COMMENTS' COLUMN. Planning Board PwccProject Nnmber: Unauthorized alteration or addition z E to this drawing and related documents AVG 16 01 = rw- Is a violation of Section 7209 - 0 of the New Yak State Education Law 3 0 a a