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HomeMy WebLinkAboutRcvd 3/2/2023 - Revised Site Plan and Elevations � ' s �o. ' I y.. t i , y 77 Iy, j General . _,... - Utilities 1. CONTRACTOR SHALLL NOTIFY"DIG-S4FE"(1-888-344-7833)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITIES 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 RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE 6.75 ACRES X 600 GPD/ACRE=4,050 GPD N UTILITIES,SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE U L ES,NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN PROPOSED SANITARY DENSITY FLOW 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS,AND WALKWAYS SHALL BE CONSTRUCTED IN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL ° CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND ELEVATIONS OF THE POINTS OF CONNECTIONS 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD AND REGULATIONS(WHICH ARE MOST STRINGENT). TO EXISITING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES 600 GPD Strategic 9 Environmental and Engineering AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 44 UNITS HOTEL X 150 GPD/UNIT =6, Solutions 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, 100 SEATS EVENT SPACE X 5 GPD/SEAT =500 GPD PAVEMENTS,WALKS,ETC.)SHALL RECIEVE 6 INCHES LOAM AND SEED. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING CONDITIONS TOTAL SANITARY FLOW =7,840 GPD �'; ■ . ■ ' DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE LOCATION, 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 L WITHIN THE COUNTY RIGHTS-OF-WAY SHALL CONFORM TO COUNTY STANDARDS.WORK WITHIN STATE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING HAS BEEN PROVIDED. STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE 630 Johnson Avenue. . Suite 7 MAY BE WARRANTED TO RESOLVE THE CONFLICT. PROPOSED RESTAURANT-GREASE TRAP SIZING Bohemia - NY . 11716-2618 6. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH THE WORK 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH PROPOSED 74 SEATS RESTAURANT Phone: (631) 589-6353 . Fax: (631) 589-8705 INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS,AND IN THE CONTRACT DOCUMENTS. DO NOT ELEVATIONS ON THE GRADING AND UTILITY PLANS. E-mail: INFO Cl PWGROSSER.COM CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT APPROPRIATE PERMITS. 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC AND KITCHEN FLOW=20 GPD/SEAT X 74 SEATS= 1,480 GPD 7, TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS ARE APPROXIMATE AND SHALL BE CONSULTANTS CONTROL DEVICES. SET/RESET AS FOLLOWS: PROPOSED 100 SEATS EVENT SPACE 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL A. PAVEMENT AND CONCRETE SURFACES: FLUSH KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS=250 GPD BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 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 OF THE MATERIAL,AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE REQUIRED: 1,480 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 GREASE TRAP(GS-2)DESIGN ADDITIONAL COST TO OWNER. RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE ALARM, 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) 13. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 A. WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE(CLDI) LBS. STP DESIGN FLOW B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC) 14. ALL CURBS WILL BE MOUNTABLE. PROPOSED RESTAURANT DESIGN FLOW C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE(RCP) 15. IRRIGATION PERIOD WILL BE 16 WEEKS AS PER THE TOWN PLANNING BOARD CONDITIONS. 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, 74 SEATS X 30 GPD/SEAT=2,220 GPD INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, 16. WILDLIFE SWEEPS FOR EASTERN BOX TURTLES AND/OR NORTHERN LONG EARED BAT CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH PROPOSED 44 UNIT HOTEL DURING CONSTRUCTION PHASING. CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. 150 GPD/UNIT X 44 UNITS=6,600 GPD ' 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S REQUIREMENTS. PROPOSED EVENT SPACE DESIGN FLOW Grading and Drainage Notes 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL 100 SEATS X 7.5 GPD/SEAT=750 GPD STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM DIAMETER SHALL BE 1, ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND 5 FEET. REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+750 GPD=9,570 GPD SPECIFICATIONS OF THE TOWN OF SDUTHOLD,SUFFOLK COUNTY HEALTH DEPARTMENT,SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION,AS APPLICABALE. Utility Information LEACHING POOL DESIGN 2. UTLITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLE REQUIRED: 9,570 GPD/5 GPD/SF= 1,914 SF RECORDS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING SERVICE OPERATING AUTHORITY WORK. CARE SHOULD BE TAKEN NOT TO DISTURB EXISTING UTILITIES AND SERVICE CONNECTIONS(OR PORTIONS THEREOF)TO REMAIN. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ABANDONED PROVIDED: NEW LEACHING POOLS UTILITY SERVICE CONNECTIONS AND INSTALLATION OF NEW SERVICE CONNECTIONS AND SHALL ELECTRIC PSE&G 10'DIA. LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) COORDINATE WORK WITH THE APPROPRIATE UTILITY COMPANY, 1,914 SF/31.4 SF/LF =60.95 LF WATER SUFFOLK COUNTY WATER AUTHORITY 3. REMOVAL OF EXISTING STRUCTURES,INCLUDING BUILDINGS,DRAINAGE SYSTEMS AND OTHER STRUCTURES, TELEPHONE VERIZON FIVE(5)OF 10'DIA. BY 13 EFF. DEPTH LEACHING POOLS IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN OF SOUTHOLD AND APPLICABLE 65 VLF PROVIDED; COUNTY,STATE AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS SANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR DEMOLITION AND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS. GAS NATIONAL GRID 4. ALL STRUCTURES TO BE REMOVED(FOUNDATIONS,CONCTRETE SLABS,DRAINAGE STRUCTURES,ETC.) SITE LOCATION MAP RECEIVED SHALL BE REPLACED WITH CLEAN,GRANULAR MATERIAL,COMPACTED TO 95%STANDARD PROCTOR SCALE: NTS I------ - --- - - 11 DEN MAR a 2 2023 10 REVISED PER NYSDOT COMMENTS 02/03/2023 5. ALL PAVEMENT TO BE REMOVED OR REPLACED SHALL BE SAWCUT. REVISED PER TOWN COMMENTS 12/21/2022 6. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES Southold Town 8 REVISED PER TOWN COMMENTS 12/05/2022 ® 1 DURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCE Planning Board 7 REVISED PER TOWN COMMENTS 11/23/2022 6 REVISED PER NYSDOT COMMENTS 09/15/2022 WITH THE N.Y.S.MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, Erosion Control5 REVISED PER TOWN COMMENTS 02/15/2022 ,. \ 4 REVISED PER CLIENT'S REQUEST 02/18/2021 7. EXCEPT WHERE OTHERWISE NOTED,WHERE NEW CONCR ETE CURBING AND CURBED ISLANDS ARE BOTTOM F CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENT ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 PROPOSED,THE . : ,� L ULATED 6 ABOVE THE EXISTING PAVEMENT ELEVATION. 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE THE CONTRACTOR SHALL NOTIFY APPROPRIATE :. «' ;, �. � ; .. ,. \,„, r.,,:, :, , < �, . �. >� ,b �.:' ADDRESSED DEIS COMMENTS 07/17/2019 HALL BE CAC \ ° \, ,. .. � ; \ . a;. _\ <>. :. � a ,. ,. �.� .., ,. ',�,�"':.,.' � \, \; ' ELEVATION. THE TOP OF CURBS AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED -, „� .., ,,„. . „ � ,.,,, ,•,� ,; ,<•a .. ,,.,.•,< ,_ .< , , .. r„ ,. � � F�'. <;:: : �'�^ 1 REV.TO 44 ROOMS UPDATE UTILITIES 04/11/2017 F EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPED a ��< � PERIMETER � °� c. PAVEMENT AROUND THE A D Number Revision Description Revision Date THE CURB AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSED IN FEDERAL,STATE,AN LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. \,. , .,.. � � \ :, � \�__ 9, ,� , \, , ., ,...•, ,.« . , ,, „\,� AGAINST OR NEAR , B SAWCUT AT THE LOCATION OF THE PROPOSED CURB. PAVEMENT SHALL E S , DOWNSTREAM INLET. EXISTING \, ,, � - � a ..� `a '.,a \�', '.,.\ � .-` ',:�•`�. NTRACTOR SHALL INSPECT AND MAINTAIN EROSION ONTROL MEA RE AND REM VE SEDIMENT _ r\\ ., a\. x HALL BE CLEAN GRANULAR FILL COMPACTED TO 95/a THE COMPLETED ISLANDS ' ;• \. ,'.,< '°„ �, � > ` ',\� ' '� • • �: %' � : ,,,,\, \ �, "::a, '`,,:., Designed B Date Submitted BACKFILL AROUND THE CO , < ��. „ .• � ,. �" �' ,� ".:.: ' ,\\\ �,`. �•. < STANDARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTING THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF \ STAND ,� \ F \ c ;. x ' TC O1/20/17 SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND \ �, � :'� PAVEMENT TO REMAIN. ALL SAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EXISTING ,«� ,. . ..\ '.,..., \. �. . \\�``..,, - \ s�`. \;\t' '\� ...v Drawn By Date Created PROTECTED AREAS. \ a. d. MAIN.TORE / / PAVEMENT \ t..., TC LT . . -, _..« :: \ \' .a � PproedB Scale 'a Y \e` \ r 3. CONTRACTOR SHILL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION ,,< :, :: \ `. � . � � � \,. ;.:: �, �. '., BG AS SHOWN BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETION , 8. ALL EXISTING CATCH L T AFFECT REGULATORY PROTECTED AREAS WHETHER SUCH SEDIMENTATION IS CAUSED BY \. \' ` *` 3 \ e Client: OF CONSTRUCTION. " ' WATER WIND OR DIRECT OS a ` \ T\ � HE ENCL AVES 9. :: . xi ¢ h , 0 EXCAVATION,CUTTING ° + \� ;�`. .. „ .:'\ `>,' '. .� :\ \. .. ':.' ;"" `�.w ..: \ `. `,aY\'. H CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS BEFORE EXCAV 0 4. CONTRACTOR SHALL PERFORM "W \ VI E. THE TOWN OF SOUTHOLD SHALL BE NOTIFIED "' sue• \, 56655 ROUTE 25 REMOVING,OR TAPPING INTO ANY EXISTING UTILITY SERVICE. OM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED C RE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT 48 HOURS BEFORE ANY SITE WORK IS BEGUN, FOR A MINIMUM OF TIME BEFORE THEY A CO ,S ��,. ,,, «' `,. �`>, � Q �., a� ' as «,a a \ EROSION. , \ ���\ SO �..'• \-. .. :„ "„ « .,. ':_ ;'� ',. y �,\ Via`,. WITH THE APPROPRIATE :,.�.�\ �' ,. �',. ` \ �' �` �°� :e�: I I POLES TO BE RELOCATED SHALL BE DONE WITH COORDINATION 10. PRIVATE UT L TYp Project \' x \ COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER a .. *.,... ism, �' : COMPANIES. GAS AND ELECTRIC SERVICE CONNECTIONS AND/OR 5. UPON CO ,., h� •, , ., ; " ,. �.9 \ \ � �� , <` �„ ..,.,�\\\ ,.�\\. ELECTRIC AND TELECOMMUNICATION �\\�> \ "� CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND , \, y'.:; \ SERVICE ABANDONMENTS SHALL BE COORDINATED WITH LIPA I NATIONAL GRID. WHERE FEASIBLE, '<\' e:_ FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. ' PROPOSED ELECTRICAL WIRING SHALL BE UNDERGROUND. DEBRIS \\,\ \ `\�i'., � ', \ 11. ALL CONNECTING DRAINAGE PIPING SHALL BE 12„RCP UNLESS OTHERWISE SHOWN ON THE PLAN. . � o\ F �$- �; � < SITE PLAN r a N DEBRIS SHALL BE , .-.MATERIALA D \,\��. 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE , . , ACCORDANCE WITH LOCAL TOWN COUNTY STATE AND FEDERAL LAWS AND APPLICABLE _ • \� s.. ,:: �� ' DISPOSED OF IN ACCO .� CODES. \ ' . - , : ., \ .. \� ., „' \ ',' .... .. .�•�' ."�:.' .«, \ . >��\ Project Address ,a P - LAN. '*a x NOTED N THE P \ a SANITARY SEWER PIPING SHALL BE DR 18 PVC OR EQUAL UNLESS OTHERWISE 0 0 � ?'- �b` gin-` �, - ' 13. ALL SA WHERE SEWER PIPE COVER IS LESS THAN 4'-0",DUCTILE IRON PIPE IS REQUIRED. 56655 ROUTE 25 ,. .. \,•>. e\ ':: ,. `. s\ mac' �' AN SOUTHOLD om \. a IV BOLLARD SIZES REQUIRED SETBACKS AND OTHER `\ `�\"-� < " <� � .: ,. �\ : \.,� \,,. ,<�•:_ ., '< '�`°;"' 14. REFER TO LIPA STANDARD SHEETS FOR PROTECTIVE BO Q THE ENCLAVES � SITE. \,a.�; _ , .. ,' •. .... .' ,,- '� \ \�\\ ,r.. DIMENSIONS AT TRANSFORMER AND GENERATOR PADS. SUFFOLK COUNTY NEW YORK 56655 ROUTE 25 „ Count Tax Ma Number: -Number L E SOUTHOLD, \. P Contract INCLUDING TAPPING PERMITS AND FEES METER REQUIREMENTS ETC. SHALL B ,• " :„ \ \ r 15. WATER MAIN TAPS, � \ \, ��`` 1000 -3-15 -63 COORDINATED WITH THE SUFFOLK COUNTY WATER AUTHORITY. \_ .• .: ;... ., �. , Regulatory Reference Number.1000-63-3-15SCTM \a \ \ : EXISTING WATER SEWER AND OTHER CASTINGS DISTURBED DURING WORK SHALL BE ADJUSTED TO GRADE � \ «-. ' `.,,"\ ? �\ . \ itle of Dra 16 LOT AREA, 6.75 ACRES \ �\ T wing. \ <a, ,\ `„ ' AS REQUIRED. >. <«. \ „,. ,. \\\ L \ ,>.a` �, �, .,, 17. ALL PROPOSED DRYWELLS SHALL BE PRECAST,WITH PRECAST OPENINGS FOR DRAINAGE PIPE AND SHALL ZONE. HB HAMLET BUSINESS : CONFORM TO SUFFOLK COUNTY STANDARDS. "" ' ad;� �\.\�, ffii:, s. `\' `\ REQUI RED PROPOSED PROPOSED W/EVENT SPACE I ki SITE PLAN , , ... SIZE 20 000 SQ.FT. 294 202 SQ.FT. 294 202 SQ.FT \ ,r MIN.LOTS , „� . .� , ., , \ .. t IN.LOT WIDTH � :u M ..... .. ,> \ _ . , GENERAL NOTE - MIN.LOT DEPTH 100 . . .. MIN.FRONT YARD-. _ - 15 .. ... ,.. ,,. -�� � ,,: ....,:: ,aa\ \ �, ,... .. ... ,.:fib: .. , MIN.SIDE YARD 10 3 urve Notes >. y 0.66' 80 66'2 8 IN.BOTH SIDE YARDS 5' \.. a $ c, „ 153.83 153.83 •' ,�\ ' 25 � ` Al MIN.REAR YARD 0 0 \.\. ,\�\� i, Y MIN.LANDSCAPE AREA 25/0 58.62/0 56.3/o \. : ,a ... , , r;', .. >� .., ; <. ,.... -,. .' " :`' „•. ,.,, •_ �. :.:: `,<.. � . ,�. `ate" .: c.>,,,``„,::::. , :..: `�:.<_ f �' ' �\, < :. „\ x . \ 1. SURVEY PREPARED BY JOHN MINTO SURVEYOR,93 SMITHTOWN BOULEVARD,SMITHTOWN, Y ��\ 40/a 16.3/0 18.6/o TCOVERAGE MAX.LOT r DATED.MARCH 28 2006 LAST UPDATED.JULY 6 2015 , " � \ ,\ . .r ., �, ,\., S .x.. '"\ � \<•�. DrawingNumber MAXIMUM HEIGHT 35 32.93 32.93 d` MAX.NUMBER OF STORIF 2 STORIES 2 STORIES 2 STORIES 0 E , h D ER AREA ALL YARDS 15 MIN.BUFF. a: i c Al Q _ E C W -J 200' RADIUS USE MAP SCALE: NTS Sheet of M 092523 1 24 a F ss'l PWGC Project Number. g LL Unauthorized alteration or addition Z NYSDOT CASE NUMBER 97500 to tis a his drawing indrelated ocdocuments AVG1601 LL 0 Of the New York State Education Law p 3 a a r $, � r s � ID x f �a 5 � � 1 1 1 a , h 1•D'vwY..u»t1 Existing Proposed Notes Existing Proposed Notes Existing Proposed Notes Existing Proposed Notes Political and Property Boundaries Topographic Features Utility Features __,_...._............._,.,...._.,._.._......,_.........._..........._......._p_.1 _..... ..._.,,,,,__.. __. _.....__,..... ....._.. ... 6"RD 3 PROPERTY LINE,RIGHT-OF-WAY LINE _.. _.. 14 ......_._..........._......... MINOR CONTOURS - - ROOF DRAINAGE BC BOTTOM n'? -.,. 0 OF CURB 15"D ------ --- ---- ----- INTERIOR PROPERTY LINE 20 MAJOR CONTOURS DRAINAGE BW BOTTOM OF WALL ———————— BUILDING SETBACK LINE — — — — — — — — RIDGELINE - w - I UNDERDRAINAGE RIDGELINE CATV CABLE TELEVISION EASEMENT TOP OF SLOPE ......... FD FRENCH DRAINAGE Strategic Environmental and Engineering OIUt1011S e isS TOP of sl oPE CB CATCH BASIN WETLAND FLAGGING BOTTOM OF SLOPE ---. - - 6"S SANITARY SEWERAGE CO ■ •'®' j BOTTOM OF SLOPE CLEANOUT LIMITS OF CONSTRUCTION/DISTURBANCE 1; >. EL.123.45 + EL.123.45 . _.. ',t FM FORCE MAIN - SPOT ELEVATION D DRAINAGE —— — MATCHLINE „.. _........ ..__.. ;., _ ..... ........_ 12"W WATER MAIN _.,. _ ... .,. TC 123.45 DMH DRAINAGE MANHOLE - TOP and BOTTOM of CURB ELEVATION 2"DW DOMESTIC WATER SERVICE • 630 Johnson Avenue Suite 7 ___.. Bohemia . NY . 11716-2618 Curb and Pavement '' ="`` \ BC 122.95 DW DRYWELL TW 123.45 6 FP FIRE PROTECTION SERVICE Phone: (631 589- 353 . Fax: (631) 589-8705 CONCRETE CURB TO BE REMOVED <,':'?? :' BW113.45 TOP and BOTTOM of WALL ELEVATION ,n EBX ELECTRIC BOX o E-mail: INF06 PWGROSSER.COM G NATURAL GAS CONCRETE CURB OE OVERHEAD WIRE EMH ELECTRIC MANHOLE PAVEMENT TO BE REMOVED Drainage Elements CONSULTANTS - " - L E ELECTRIC POWERLINE EX EXISTING EDGE OF PAVEMENT ;!.)`.': DW A 1 - T TELECOMMUNICATION FA FIRE ALARM - --- DRAINAGE STRUCTURE LABEL RIM 135.43 ———————— SAWCUT LINE ;:1?' ',;r.;.. INV 130.43(N) _.......___... g:r. ..._..........,._......... FOC FIBER OPTIC CABLE FD FRENCH DRAIN PAVEMENT _ TRENCH DRAIN ATV CABLE TELEVISION FM FORCE MAIN w.._,... NEW P -- - ""''~- FA FIRE ALARM FOC FIBER OPTIC CABLE i .' DRAINAGE MANHOLE with GRATE INLET _.___,._... TRF TRAFFIC WIRING FP FIRE PROTECTION SERVICE /.r' HEAVY DUTY PAVEMENT ` h!! FIRE HYDRANT G GAS WV Building and Elements ' ® O DRAINAGE MANHOLE with SOLID COVER WATER VALVE GV GAS VALVE CATCH BASIN with CURB INLET HYD HYDRANT BUILDING TO BE REMOVED i- l f... GV GAS VALVE IcV LA IRRIGATION CONTROL VALVE i DOH ELECTRIC MANHOLE INV BUILDING INVERT LA LANDSCAPE O O DRYWELL with GRATE INLET -O- UTILITY POLE r , s CONCRETE TO BE REMOVED LIGHT POLE LP LIGHT POLE L — — — — — — L MON MONUMENT ORD ROOF DRAIN CONCRETE and CONCRETE WALK ® DRYWELL with SOLID COVER x ;>.,: OHW OVERHEAD WIRE P O POST RD ROOF DRAIN SIGN a ENT OHD BUILDING ENTRANCE and OVERHEAD DOOR RIM RIM ELEVATION 0 0 DRYWELL with BURIED CONCRETE COVER IPF IRON PIPE S SANITARY 1 SEWER O BOLLARD PROTECTION ' ® MON CONCRETE MONUMENT SMH MANHOLE SANITARY I SEWER l CIRF OO CAPPED IRON ROD SPK SPRINKLER HEAD Fence and Property Features (.,._., [ DRYWELLwifhCURBINLET :� O IRF IRON ROD T TELEPHONE CHAIN LINK FENCE TC TOP OF CURB a CIRS CAPPED IRON ROD SET ..................... .....................`..................... STOCKADE FENCE 'i TMH TELEPHONE MANHOLE -'> - --- > FENCE(OTHER) SOIL BORING TRANS TRANSFORMER Sanitary Sewer Facilities r RETAINING WALL O TSB TMH TELEPHONE MANHOLE TRAFFIC SIGNAL BOX .. ........... ............ ........... ........................ TREE LINE E` , ': LP A-1 SANITARY SEWER STRUCTURE LABEL Tr=:' TSP i RIM 135.43 TRAFFIC SIGNAL POLE - - - EDGE of WATER LINE!HIGH WATER -i ;i R.::`i; INV 130.43 N " ❑ TP TELEPHONE PEDESTAL O '' TW TOP OF WALL cTRANS TRANSFORMER Co LID UNDER DRAINAGE T • CLEAN OUT U O TSP TRAFFIC SIGNAL POLE W WATER TSB TRAFFIC SIGNAL BOX WV WATER VALVE 111 0 ' ® O SANITARY SEWER MANHOLE VIF VERIFY IN FIELD g ❑ ELECTRIC BOX 8 REVISED PER NYSDOT COMMENTS 02/03/2023 `,. EBX 7 REVISED PER TOWN COMMENTS 12/21/2022 'V O ICV IRRIGATION CONTROL VALVE 6 REVISED PER TOWN COMMENTS 11/23/2022 ~ r 5 REVISED PER NYSDOT COMMENTS 09/15/2022 LEACHING POOL w COVER TO GRADE p SPK SPRINKER HEAD 4 REVISED PER TOWN COMMENTS 02/15/2022 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 / ,. SEPTIC TANK with COVERS TO GRADE Designed By Date Submitted TIC 01/20/17 Drawn By Date Created TC/LT 08/23/16 GREASE TRAP with COVERS TO GRADE Approved By Scale BG AS SHOWN Client: THE ENCLAVES ``'.i*;; LEACHING POOL with BURIED CONIC.COVER 56655 ROUTE 25 SOUTHOLD, NY i Project: *. SEPTIC TANK with BURIED CONIC.COVER SITE PLAN Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK -- —------ ------ County Tax Map Number: Contract Number: RECEIVED 1000-63-3-15 Regulatory Reference Number: MAR 0 2 2023 Title of Drawing I Planning Board SITE ���� iij Planning Board o 3 w LEGEND a d B w gri rn Drawing Number: N OF NEwro PNDREW �� '. o 034111, 0 0 � WE r_ � m Sheet of So u; `rt`O 0925 3 2 24 a Q. �ju A�O �� a a r ESSI PWGC Project Number: LL ui w Unauthorized alteration or addition a to this drawing and related documents AVG 1601 Z NYSDOT CASE NUMBER 97500 isaviolat'onof Section 7209 LL o of the New York Stale Education Law o 3 a a TOWN HARBOR LANE NYSDOT ROW MARKER , , t; NT PARKING STOCKADE 0 ........ ...... ....:.. . .... . ,:y ' 5'TURNINGRADIUS HIGHS , ' PROPOSE D PERVIOUS PROPOSED 6 5' RESTAURANT TO ' REMOVE WOOD POSTS (GRASS) FENCE m EXISTING WITH NETTING PROPOSED 6 5'HIG LINE OF EXISTING EXISTING 1 STORY FRAME RESTAURANT AND FENCE STOCKADEFENCEH DRIVEWAY TOENCLAVES(HOTEL) Strategic Environmental and Engineering Solutions PROPOSED 6.5'HIGH EMOVED SHED TO BE RENOVATED AND WOODEN STOCKADE FENCE REMOVE PROPOSED 6.5' INCORPORATED INTO MAIN EO SEE SIGN SIGN(SEE REMOVE Y u \ RELOCATE EXISTING 1 STRUCTURE SCHEDULE w HIGH STOCKADE ARCHITECTURAL @ \ 7 44'40"E STORY FRAME ) -... : :.. PROPOSED FIRE W/ACOUSTIC BARRIER o o EXISTING v PROPOSED FENCE PLANS . . . . . EXISTING HYDRANT o m FENCE Y p; THIS SHEET) ® ® � FENCE LL,r CART PATH o ° \„ GARAGE TO REMAIN NYSDOT TYPE 3 o ^ e SO DRIVEWAY ENTRANCES . ® 3 2 PROPOSED �a ar a `: 4 0 622.78' \ _ \.::..... \ \ SIGN ,' .: 310 00' PAVEMENT US S07°38'10" o a E of N a y -� �.�� 50'TURNING RADIUS t MARKNGS 1 r Wd---Wd-----Wd----- j-----WA -Wd--- --Wd------- H Q _ EXISTING WELL630s °e. r' ITEM 609 0401 :.. b - ,W3'_ _wd wd -wd a� ky .. NEW PROPOSED o �TQB€ Bohem Bohemia NY Ve 1171 Suite ! _-Wd .. A DRIVEWAY , REAPOSEDAS 6 26187 -----.--- ' ` O °'= �,R20' \ % IRRIGATION WELL o W Phone: (631) 589-6353 . Fax: (631) 589-8705 EllW °4 _ - 1 .• ;.'_.;.:;�.;�,,.;i,:' :. :`.: is:>.':;-:,::..'t.:,}`:. :_:,'.:,:,:;: -\ EXISI'G. O �-- E-mail: INFO PWGROSSER.COM O ��. O 120' . ....... ..:.. EXISTING TO M O ; �' - i '' '' :: "- REMOVED ., - 'SUPERPAVE'WARM MIX ASPHALT m� % R28' j ` 23'-3" / F Q (SEE DETAIL ON DWG.No.702) CONSULTANTS j G TO 2 STORY c R28'' � -- / ;:;': -;.'vad __ J(D ��/ STRUCTURE TO REMAIN b wd - ud wd \ PROPOSED RESTAURANT I I SIGN i �� PROPOSED HOTEL PROPOSED EVENT RM. + ARB GE - wd - - - WI BASEMENT cb CONCRETE SIDEWALK NYSDOT c7 NO BASEMENT 7n' T ITEM 680.0101 , O � s 10'-0" TWO(2)STORIES W/BASEMENT r 4,472 SF AREA R? 4 SEATS 0 R4'-6" + \ 10'MIN. 26,272SF F:27.5 17-2' PROPOSED PAVEMENT a PROPOSED +, R4'6" a + ` :r, R5'-4" s s s m MARKINGS FFEL.32.0' Q _ fit FRONTYARD 3 _.._. s s s O O SETBACK :.v:•:'.:•.':i PROPOSED ADD 8'-0'. .i _..... ... ._.:.. R2' >::!.;> RS 5 9 �n_0"o o it l EXISTINGSTRUCTURE o O o / 23'-0" a W TOPSOIL-ROADSIDE 3 8'.IN. ( } ' R3' y y s v s�s s j! R7-8&R7-8b(SEE SIGN ::>::.;..,, TYP. g,-p" i 491 SF 26 R2 / }:: ate Z Z NYSDOT ITEM 610.1402 y� o c---c--_c--c Q SCHEDULE o - ROADSIDE THIS SHEET) 18-0 o-�c -' - L NYSDOT 01601 •, t o � c w=-T=W � ', T �� P• � O WALKWAY o " = J A� RFOT ITEMI61 ME rt a 3 9 4 \ >'•'.'. PROPOSED PERVIOUS o Z R24'-5" _' TRUCK EXISTING TO BE RESTAURANT PARKING SIG NYSDOT TYPE I ' R2 R7-1(SEE SIGN :, :.. .::; ::': :;:'.: : ::,: "E':\i/4 *::: ...Y: r:. :..;:ii::. slate.. GRASS V 3DRIVEWAY 75' S1.P :ST.P,, b R R32._8., I \\ / `: i :.. .' .�. . OADING REMOVED. ( ). O ENTRANCE \ \\\ \ / �WNGARDENTURE THIS SHEET) 50 25 X f.E. 11" R5'_7" R16' o g. RECID I- V ':.. 1 R ;,`: 18' R3' "� \ •�,,.' O 11 � V '` FRONTYD. � 50'TURNINGRADIUS PROPOSED 6.TiGH R23,_5.. + 9-0" a N ';;;W. SETBACK W Q OSEO WOODEN STOCKADE FENCE \ CRE t PR TYP. F`a R10' >': 15'-0' 00-11 \ W(ACOUSTI,,IARRIER \ \ O ; w $ \\ GRADE EL.30.5'\`. Q R10,_2" R10' R7'-6" R7- w � � X s p . . . . \ O 26'-0" R5 1 (SEE SIGN I W 6 o .,Q. , w z c'> + +, s PROPOSE \ \ SCHEDULE inPARVE AY PARKING N HOT COTTAGE 1 ? \ \ ?' Rs'-s" THIS SHEET) ' W " LL ❑ v` ,,..... AREA X TUB \669 SF t '. , -w LL ¢ 50'TURNING RADIUS 8 ;'t N ,^..a.,„-.M.a....,M........» .,m ..�:...^..�.,...,^..... .\ ABANA• :F - a-- `a,---a_--a-- --- -- -- - --a - --o--a - �'- ---- - -- -- H - ra .' TW:3 TiN:3 DtCORATIVE ( a SHED NO4°452D�V L178.00' - - �; Q REdb \ BW._27.25_ HW 27.y5,,.:, POND \ o \ \ N cb RFAR�AR R1o,R;" R1-1 (SEE S SETBACK 3 a ^\30'- R3-1 (SEE SIGN SCHEDULE IG i 1 :. ; COTTAGE 2 ? )" n PROPOSED 6.5'HIGH p I HOT 669SF PROPOSED2.5'H ( I..i j SCHEDULE THIS SHEET) 1...; y s s RETAINING WALL �• �-}- � TUB `� - G;.-;i-; �' R6-5P WOODEN -.NYSDOT ROW MARKER Q GRADE EL.27.5' +E. co 16'-0" I SHEET) STOCKADE FENCE cb w �,,. .., 7.25 (SEE SIGN li 16,0" THIS SH R5-1 (SEE SIGN z Y ;:_;>.: IL..; ;'•.HOT L SCHEDULE SCHEDULE J s f 6'-0, o • a I =i'`, THIS SHEET o o °THIS SHEET = j ) \ coCD ) Q 3 NOW OR FORMERL w --' '-' --- -- PROPOSED FRONTd EUG TOMASIC&MIRELLA TOMASIC �V / LAN 4 R I HOT COTTAGE 3 RIDGE RIDGE 4a 3 EN SIG J of TUB 669SF )y POOLAREA STANDPIPE YARD SETBACK j NYR3-14(SEE SIGN S.C.T.M. NO. 1000-63-03-14 0 c ) \ S \ NO PARKING o o SCHEDULE (IMPROVED, ATE ) w=' VE D T PUBLIC ( n Wb .-• \ LIMO/TRUCK FIRE LANE SEE o U' 1 O ( THIS SHEET) cb CONNECTED U L C W w PLAY COURT IM D C CTE 0 P R \ w a ,' \ GRADE EL.27.6 LOADING \ SIGN SCHEDULE o o m I / i /,, 20-C" �' j �'' ...,,...I L..c. r H AREA o v; £ ❑ �? THIS SHEET b T�B ) t 0 G LIGHTED ..y---•;,4 , NO PARKING SIGN � FIRE LANE(SEE / COTTAGE4 O BW:27.20` BW:27.25 \ ENCLAVES SIGN R6-5P(SEE S Z SIGN SCHEDULE W HOT 669SF \ _ (SEE ARCHITECTURAL ..._.-_..,,.,..._......................._-. .. ;cat: , TW.30.5 RAMP- TW:30.5 RAMP O _.._.......... SCHEDULE PROPOSED TUB 4\ is" / v s s R1 PLANS) 11 22 LAND- ai i ii ii=a.c[;city LIRR N ° LAND BANKED ,' ' LOCUST LANE N BANKED `' r THIS SHEET ° PARKING WALKWAY ;......: "r;'tr:KVi;>S' n O THIS SHEE PROPERTY Z AREA 10PROPOSED FIRE HYDRANT + LINE O 9 CK 1. 20 I d R 10' t d ETA O OS R AR ED RFA PRo o17 s R20' 9' + l I:.: :, ......._......__................._..,__.-... 4..::::. ti LAND NOW OR FORMERLY OF + 11,11, • w d + i R12._10„ R20' a' _\ 9,-0. 9, ::...- 4 b JANET L. RYAN cb GARBAGE \^` I - `;`,r:,-, � cv NEW PROPOSED DRIVEWAY \ I AREA AA.11� R4,_6„ u i RE' o o SIGN R4' :., I N N ::W\ -` `_ a S.C.T.M. N0. 1000-63-03-13 ry0 `v,p A SIC. \ A A R-14-11" R8' +... R2,.6„ R2-6 -, R33' £ o am P RKINGAREA I Y f °' ( PROVE ONNECTED TO PUBLIC WATER) - R4'_s"R \ wl 4 b IM D,C R 10 OPOSED 30 T9. rR2'-0„ (DI RIA' a R14' 0 I O -: ZgA n 4 cRS Y AR _..- o R pR CK R19'_6" + W o + d rn SETBA - ^:`n � O DOT COMMENTS 2/03/2023 �w C0 -a-a- a-"9 - c --a --0-a to :......... ,.., o--o-o--o--a--o--o---a--a-a----a-a---a---o-- -* -�--a---a----a----a -a--a---a---o-----a- - �a 11 REVISED PER NYSDOT 0-- 0 °3 ' 10 REVISED PER TOWN COMMENTS 12/21/2022 616.57' R7-1&R7-8b i NO PARKING 12l05/2022 PROPOSED 6.5'HIGH (SEE SIGN LI MO/TRUCK 28 9 REVISED PER TOWN COMMENTS WOODEN FIRE LANE(SEE : LOADING 8 REVISED PER TOWN COMMENTS 11/23/2022 1 SCHEDULE LOADI STOCKADEFENCE SIGN SCHEDULE AREA 'g R4-8A(SEE SIGN R4-7A(SEE SIGN 7 REVISED PER NYSDOT COMMENTS 09/15/2022 a r / THIS SHEET) SCHEDULE NO PARKING SCHEDULE rn THIS SHEET) R7-8(SEE SIGN (TYP•FOR 2) 6 REVISED PER TOWN COMMENTS 02/15/2022 00 ` "' SCHEDULE R4-8A(SEE SIGN THIS SHEET) FIRE LANE(SEE THIS SHEET) ,- 31 5 ADDRESSED FEIS COMMENTS 05/11/2021 N THIS SHEET) SCHEDULE SIGN SCHEDULE i LAND NOW OR FORMERLY OF (TYP.FOR 4) NO PARKING THIS SHEET) PROPOSED PAVEMENT R4-7A(SEE SIGN THIS SHEET 4 REVISED PER CLIENT'S REQUEST 02/18/2021 CHARLES W.WITZKE FIRE LANE(SEE MARKINGS SCHEDULE ) 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 s2 SIGN SCHEDULE THIS SHEET 2 ADDRESSED DEIS COMMENTS 07/17/2019 R7-8b(SEE SIGN ) S.C.T.M. NO. 1000-63-03-28.1 SCHEDULE THIS SHEET) N05°30'50"W (IMPROVED,CONNECTED TO PUBLIC WATER) THIS SHEET) %i 1 REV.TO 44 R UTILITIES 04/11/2017 51.34' NOTE Number Revision Description OO Revision Date ATE . ..... PROPOSED LAND NOW OR FORMERLY OF ALL CURBS ON SITE TO BE MOUNTABLE CURBS UNLESS OTHERWISE NOTED. Desig.ed By Date submitted 33 TIC 01/20/17 SCALE: 1" = 40' PIECES REALTY HOLDING LLC Drawn By Date Created d Q TQLT 08/23/16 0 4O `�0 Approved By Scale n, rr _ r Q 'A . 1 BG AS SHOWN AV - SCALE: _ Client. 1 1 1 : 14' • , i THE EN u 11 -0 11 -0 56655 ROUTE E25 A l 1 1 1 THOL NY - SOU D RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED ru 1 t Pro'ec' 74 SEATS l3 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 OF SIGN SIZE OF SIGN 680.0101 CONCRETE SIDEWALK XXX SF SITE PLAN SIGN SYMBOL SIGNS OR MUTCD 2009 . CONVENTIONAL SIGN SYMBOL SIGNS OR MUTCD 2009 ED. CONVENTIONAL 1'-6" TOTAL RESTAURANT PROVIDED:27 PAVED SPACES(2 ADA INC.)AND 11 GRASS PAVED SPACES:38 TOTAL DESIGNATION PLAQUES SECTION N0. ROAD DESIGNATION PLAQUES SECTION NO. ROAD HANDICAPPED ACCESSIBLE PARKING WITH VAN-ACCESSIBLE PARKING 610.1402 TOPSOIL-ROADSIDE XXX SF HOTEL PARKING SPACES REQUIRED SPACES PROVIDED No PARKING KEEP 3'-0" 1/UNIT-44 UNITS 44 SPACES(2 ADA) 60 SPACES(4 ADA INC.) � � R7.1 ANY NO PARKING 12"x18" - TIME R4-7A •�► KEEP RIGHT 24"x30" TYP. OR RIGHT Project Address. I j ....... 610.1601 TURF ESTABLISHMINT- XXX SF 56655 ROUTE 25 1/EMPLOYYEE(12)+11UNIT(44) 56 SPACES(2 ADA,INC.) 60 SPACES(4 ADA) �f 96"MIN;t�� 96"MINI- PARKING TOTAL HOTEL PARKING PROVIDED:60 PAVED SPACES(4 ADA INC.)60 TOTAL 96"MIN R7-8 ® ADA PARKING 12"x18"OOF KEEP STRIPING AT HYDRANT ROADSIDE SOUTHOLD R4-8A •+�- KEEP RIGHT 24"x30" SUFFOLK COUNTY NEW YORK LEFT TYPE 1 CURB RAMP , 608.01050009 4 1777-1 TOTAL SITE REQUIRED:38 RESTAURANT+56 HOTEL= 94 PARKING SPACES R7-8b ACCESSIBLE VAN ACCESSIBLE 18"x9" County Tax Map Number. Contract Number: TOTAL SITE PROVIDED:38 RESTAURANT+60 HOTEL=98 TOTAL PARKING SPACES ALTERNATIVE HANDICAPPED ACCESSIBLE PARKING PARKING NO PARKING 12"x18" WITH VAN-ACCESSIBLE PARKING FIRE DETECTABLE 1000-63-3-15 PAINTED LANE FIRE LANE Regulatory Reference Number *PROVIDED OVERFLOW:34 HOTEL PAVED =22 LANDBANKED 608.21000003 WARNING 4 DIRECTIONAL NOTES: Tile of Drawing: ARROW STRIPS w COLOR-WHITE y A "MI '60"MIN l96"MIN.: A. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE STATE PERMIT ENGINEERREGARDING THE APPROPRIATE LOCATION FOR SNOW SLEEVES. 132 N, 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 - VAN THAT THE PEDESTRIAN FEATURES RAMP SIDEWALK, T WERE R R1-1 STOP STCP 2B.05 30"x30" U S(RAMPS,S ETC)W CONSTRUCTED TO CURRENT ADA STANDARDS OUTLINED IN NYSDOT SPECS SECTION 608 AND RELATED STANDARD SHEETS. SUBMIT PROPOSED 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 " Tr REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND RECONSTRUCTION. V E- 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. (- TRAFFIC CONTROL PL a STANDARD PARKING SPACES C. ANY SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED WITH A GREATER THAN J"LIP OR CRACK OVER"WIDE SHALL BE REPLACED TO MEET ADA REQUIREMENTS. MAR 0 2 2023 c ACCESSIBLE SITES AND EXTERIOR FACILITIES REQUIRED ADA PARKING O R3-1 E NO RIGHT TURN - 24"x24" D. RUNNING SLOPE OF THE DRIVEWAY WITHIN THE RIGHT OF WAY SHALL NOT EXCEED 6%. y TOTAL PARKING MINIMUM NUMBER E. REPAIR EXISTING SHOULDER,SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. L--- AND PARKING PLAN w IN LOT OF ACCESSIBLE SPACES 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 aoUthold Town- IN W" 1 TO25 1 VEHICLE CLEAR ZONE. Planning Board 9'MIN. R5-1 DO NOT ENTER 30"x30" 26 TO 50 2 � � 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. N H. ALL NEW OR RELOCATED SUGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. O f NEW Drawing Number: o 76 TO 100 4 `Y o Id 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 . Y101 T0150 5NYR3-14 ALL TRAFFIC 24"x30" WILL BE RESPONSIBLE TO REPLACE THE WHOLE PANEL. w151 TO 200 6 11 GRASS PAVED PARKING SPACES J. LABEL MINIMUM WIDTH OF ASPHALT RESTORATION TO BE 4'FOR PROPER COMPACTION. ADD 1FT OVERCUT FOR THE TOP COURSE. C-) PND RE W �� o 201 TO 300 7 K. ALL COLD JOINTS TO BE SEALED WITH HOT-APPLIED SEALANT. * �Q� �0 * ® U0 E L. TACK CDAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN PLACED. v W I HOTEL RESTAURANT ` M. COMPOSITE PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE CURRENT REGIONAL PAVEMENT REPAIR GUIDE SHEETS. r- R6 5P ROUND ABOUT 30"x30° 60 ON SITE PAVED PARKING STALL PROVIDED 27 ON SITE PAVED PARKING STALL PROVIDED N. THE THICKNESS OF CURB RAMPS SHOULD BE A 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. W >g 0. THE CURB RAMPS SHALL BE ORIENTED TO DIRECT PEDESTRIANS STRAIGHT TO THE DESTINATION RAMP ACROSS THE DRIVEWAY/STREET. Z s 3 STALLS ADA COMPLIANT PARKING STALLS 1 STALLS ADA COMPLIANT PARKING STALLS Sheet of a N P. ANY UTLITY WORK PROPOSED IN STATE HIGHWAY RIGHT-OF-WAY WILL REQUIRE SEPARATE APPLICATION AND SUBMISSION OF RESTORATION PLANS. FOLLOW THE GUIDELINES OF OUR UTILITY HANDBOOK,BLUE 092523 1 ADA VAN ACCESSIBLE PARKING STALL 1 ADA VAN ACCESSIBLE PARKING STALL 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 A� O <c, 3 24 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 SSI PWGCProjectNumber:�F O a E u SUBJECT TO ISSUANCE OF THE HWP REQUIRED FOR SITE WORK. W fj 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 Unauthorized alteration or addition z NYSDOT CASE NUMBER 97500 to IN' AVG1601 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 is a violation of Section 7209 LL o MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT STANDARD ITEM NUMBERS., of the New York State Education Law o AMY Strategic Environmental and Engineering Solutions Ills 630 Johnson Avenue. is Suite 7 Bohemia • NY • 11716-2618 Phone: (631) 589-6353 is Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS I � LAWN SCULPTURE ��� . '::.uJ�? �F •.:,,..,:;: ":::' :' .: .:. ::G y GARDEN PROPOSED d WOODEN STOO CKADD E FENCE r� ivy ' W/ACOUST BARRIER r i i s GRADE JL.30.5' • :ROPOSE DARKING r < 4REA N HOT COTTAGEI ; s TUB 669 SF ®.: ® ® CHESSBOARD ,; ,� ...�_.�...�r.�.>..M...,......�.._..,-...�.�...K� . E to --- :, a .'.'. TW:3 TW:3 D E P LCA ANA \ ..., BW:2,7.25....._--, BW:2:7.25_._.._ i .. I E POND V �o J` 3� " ^ SH \ > PATH OF FRONT WHEEL T PATH UTSIDE a u < SWEPT 3 COTTAGE TUOB 669 SF PROPOSED 2.5'H • u INSIDE SWEPT PATH j i.,..: s s RETAINING WALL I GRADE EL.27.5' +EL 725 / n FF EL.32.0' z , Y i i; '...'I... I -HOT o a m i o 'U t [ o B j to HOT 6 9SFGE3 -...I STANDPIPE PROPOSED TUB y POOL REA > 24 50 3 n a ,..... •: — — 29 • S .,.:_.....:5...._,..,.., n o � il , o ftGiEEL`275 40 H Oa v 30 0 ItP Y COURT J* Of ? 22p• a 4.06 15.50 _ STEERING LOCK ANGLE-31.1 deg. COTTAGE 4 BW:27.20 BW:27.25 = z z ? N TUOB 669 SF — ....- ^W A;i b Stretch Limousine 15.Sft ACHIEVED STEERING ANGLE' H TW:30.5 RAMP— TW 3 0.5 RAMP �;' - — feet .....c ....:_m' ;;-�;;;;W-.�'.-•;;::<::::r • 30 deg SWEEP ANGLE'19.0 deg :' t vQ..,,r:,vfii.v.:,.h'!;" 60 deg. ANGLE:26 2 de ..� WALKWAY .._---_.. ._,. ... :.:::::.:.: .::::..f Width f 6t00 9 9 d nLock E�--PROPOSED FIRE HYDRANT Track 6.00 90 deg SWEEP ANGLE:29.1 deg. f Steering Angle 3 .1 5 0 — 120 g g. ft I I deg.SW deg. i, b• b. b 66 150 SWEEP ANGLE 30 6 180 deg SWEEP ANGLE 31.0 deg E • PROPOSED PARKING r c Stretch Limousine ARCHITECTURAL ...,., ...:,....:c;r.c .:..o: . ...,. ':.� .. (c)2019 Transoft Solutions,Inc All rights reserved ............ I, 13-0—o---o�� 3._o—o---n--o—o—o—o N05 30'50 W 616.57' 10 9 PROPOSED 6.5'HIGH 8 REVISED PER NYSDOT COMMENTS 02/03/2023 WOODEN STOCKADE FENCE 7 REVISED PER TOWN COMMENTS 12/21/2022 6 IREVISED PER TOWN COMMENTS 11/23/2022 5 REVISED PER NYSDOT COMMENTS 0911512022 LAND NOW OR FORMERLY OF 4 REVISED PER TOWN COMMENTS 02/15/2022 CM. N W.W 0-63- PROPOSED TRAFFIC CIRCULATION PLAN PROPOSED STRETCH LIMOUSINE 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 S.C.T.M. N0. 1000-63-03-28.1 DROVED,CONNECTED TO PUBLIC WATER) STRETCH LIMOUSINE ADDRESSED DEIS COMMENTS 07/17/2019 DETAILS 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date SCALE: 1" = 40' SCALE: NOT TO SCALE Designed By Date Submitted p TC 01/20/17 0 40 80 Drawn By Date Created TQLT 08/23/16 Approved By Scale SCALE: 1" = 40' Bc AS SHOWN Client THE ENCLAVES 56655 ROUTE 25 NOTES: SOUTHOLD, NY 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 Project: LBS. 6" 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. FINISHED 3„ GRADE 1"~~ 5" --i } " SITE PLAN a...... SOD"PLANTING LEVEL .......... ........... 3„ PROPOSED HDPE GRASS PAVER INSIDE CELLS 5/8" 2" + PAVEMENT T ' ACTUAL FINISHED GRADE 18" SOIL FILL LEVEL INSIDE PAVER Project Address GRIDWORK AFTER HEAVY WATER DOWN. 6" 56655 ROUTE 25 THIS IS THE ACTUAL"SOD"PLANTING #5 BAR LEVEL. SOUTHOLD (CONTINUOUS) HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM SUFFOLK COUNTY, NEW YORK R=1" 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES ........... CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK County Tax Map Number: 1000-63-3-15 Contract Number: - 8"-- GRASS PAVER DETAIL Regulatory Reference"umber. OVERFLOW PARKING AREAS Title of Drawing: - CONCRETE TO BE 4,000 PSI @ 28 DAYS LOAD CAPACITY AT LEAST 75,000LBS SCALE: NTS .� . FOR EMERGENCY PURPOSES A , V E: MOUNTABLE CURB DETAIL !— PROPOSED SITE SCALE: NTS � I MAR � B 2023 W CIRCULATIONN L oUtl'tOiG T- -- a Manning Boar PLAN' AND DETAILS W Drawing Number: o .�IoF NEwY PNOREw Ll 71 W � � mm Z 'sue Sheet of o u, FAA 0925 3 ��\ 4. 24 a M �pFESS10 a LL PWGC Project Number: 6i 1E Unauthorized alteration or addition z to this drawing and related documents AVG 16 01 NYSDOT CASE NUMBER 97500 is a violatlon of Section 7209 LL o of the New York State Education Law o a a TOWN HARBOR " ,., .. . . ;.. ..: ,... LANE NT PARKING STOCKADE WOOD POSTS (GRASS) FENCE 50'TURNING RADIUS RES U' PROPOSED PERVIOUS PROPOSED 6.5' Y REMOVE - TA � HIGH GRASS rn Ll EXISTING WITH NETTING PROPOSED 6.5'HIGH LINE OF EXISTING EXISTING 1 STORY FRAME " PROPOSED 6.5'HIGH FENCE STOCKADE FENCE DRIVEWAY TO BE WOODEN STOCKADE FENCE REMOVE PROPOSED 6.5' REMOVED SHED TO BE RENOVATED AND w HIGH STOCKADE INCORPORATED INTO MAIN REMOVE WIACOUSTIC BARRIER o Y EXISTING d RELOCATE EXISTING 1 STRUCTURE a PROPOSED FIRE O PROPOSED FENCE STORY FRAME ' FENCE HYDRANT om FENCE CART PATH GARAGE TO REM 310,00' NYSDOT TYPE 3 Strategic Environmental and Engineering Solutions le Win w B '' S m N o a 622.7B' DRIVEWAY ENTRANCE + D in ��� SIGN 50'TURNINGRADIUS - S07°38'10'E r,a} ��� :.- -O wB wB---wd--- d---wd -----wd wd - �� 1:� - _ W�----- _ - v, Aerial uc wi err ytj NEW PROPOSED �CNP us ti, W9 wd A DRIVE .. .. wd ov • � IRRIGATION , �1` � WELL N ..... � >d.�w UT 4 - • k � b m „ 60,_0, o� °7 ° ;::;;>;;:;: ?.}..':r;:: :::::,:.:'::..; ;:•:'.': i:X;:_;;,:;r.., ?;:, EXIST'G. e Fie Truck O o n so n Ave n k Bohemia . NY . 11716-2618 0 0 _ • EXISTING TO BE _ Phone: (631) 589-6353 . Fax: (631) 589-8705 O ��► - ` REMOVED 'SUPERPAVE'WARM MIX ASPHALT z 18'-0" GT02STORY cb (SEE DETAIL ON DWG.No.702) E-mail: INFO@PWGROSSER.COM R28' •?r: >?>. PR RESTAURANT:. STRUCTURE TO REMAIN "` • -- OPOSED RESTAURA 11 SIGN PROPOSED HOTEL PROPOSED EVENT RM. + ARB GE w� wd � - - W/BASEMENT / cb CONCRETE SIDEWALK z (NO BASEMENT; - s v NYSDOT ITEM 680 0101 CONSULTANTS + TWO(2)STORIES W/BASEMENT 41472 SF AREA 4 2 4 SEATS 17'2" + 10'MIN. 26,272 SF F:27.5 6 l + i i .i i i i i i :•.t. R5,_q„ ti s s PROPOSED O R46,7„ w FF EL.32.0' - FRONTYARD 3 s s-s O O R5' S CK ° o ':. .. ; .. ,........ PROPOSED AD 19'_5, 9' o o EXISTING STRUCTURE r,, ETBA 8'MIN. R3' U 2' I c W W TOPSOIL-ROADSIDE TYP 9-0" Z ate 491 SF Z Z NYSDOT ITEM 610.1402 l us o w w w 1 p" 9 P C� L` *Y S J J A NYSDOT ITEM 610,1601 H,1601ENT ROADSIDE • N 4 4 NYSDOT ITEM 610.1601 R24'- : ;1 • PROPOSED PERVIOUS 0 y 1 SIG ,.-EXISTING TO g RESTAURANT PARKING s' ur NYSDOT TYPE r slate 0 3DRIVEWAY , r LAWN/SCULPTURE .:,::�. c •,� ',) O - ENTRANCE 50 Of 25 x ;S1.P. F.E. " b, GARDEN : . . : . . . . . . . . . . . . . . .REMOVED. . . . .(GRASS) cn REQ'D I 1 R -7 R1 ' o U R3 m o SETBACK W Q 1 °c pREPR A SE1 R1 11 4 Ftill X RONTYD. 50'TURNINGRADIUS PROPOSED 6.5' GH 23'-5" + + g p (+ O " :,:,W SE is 1 , WOODEN STOCKADE FENCE R23'5" G, CRE E.;?:, ':::.' :: ::: 15'-0"z PR 0 K TYP. W/ACOUSTI BARRIER / R10' :•: >:- , :`. GRADEJL.30.5' Rp2„ w e s • W tai X PROPS 6-0" O� NEW PROPOSED DRIVEWAY w z O PARKFARKING U AREA HOT COTTAGEI ? I 1 R 6 w w urU LL U X TUB 669SF t' ,.,au z :,w<a _ i v 50'TURNING RADIUS q470- 13 s s ®:. } - CHESSBOARD 0, 8 P L CA AN D _w F :v < TW:3 TW:3 a SHE F '- -0 REQp L BW:27:25 DECORATIVE POND E o N04 452 178.00 cb Y AR c ECORATIV ' O"W � R�RACK p� ¢ •--- :•-. - - :• > ,1. I 0, a _ r S B COTTAGE 2 , Q I HOT 669 SF PROPOSED 2.5'H I b . + TUB �..: �_j..j !. .. .. / 50 WOO ENPROPOSED6.5'HIGH o7 0 v s „y o-,,,,"_., RETAINING WALL ` GRADE EL.27.5' +EL 72 co 16' STOCKADE FENCE cb w oc I 5 Z ..HOT i 7 I m FF EL.32.0' L ( / 24'o 6 LAND NOW OR FORMERLY OF ILL < 3 a EUGEN TOMASIC&MIRELLA TOMASIC , 23-" - HOT COTTAGE PROPOSED PROPOSEDFRONT 3 '- SI TUB 669SFt POO A STANDPIPE YARDSET3ACK �" > S.C.T.M. N0. 1000-63-03-14 g L RE d s (IMPROVED, CONNECTED TO PUBLIC W E 0 ATE ) w c`) } o 0 2 . u, w cb PLAY COURT IM D C R O J O GRADE El.27.5' o m r T J :, a ! I I(_, 1UB sR;' .,, '::: p O IG i 4 7 „ COTTAGE4LO HOT BW'27,20 BW'27.25 c :.n W 669SF TW.30.5 TW:30 5 RAMP PROPOSED s s TUB. RAMP _... . ...._., i R14' it ....... ,l::.,... 22 LAND- • N LAND BANKED :.... ..;<.°:::::..:::::::::a::.;:.;::• � � ....... LOCUST LANE LIRR N BANKED PARKING 10 WALKWAY (BASS?F.irEF.Y iKYtiAY PROPERTY N AREA PROPOSED FIRE HYDRANT LINE Z .:..:............:................:.:.::. 4 R ° 12 R4' 1 3'•10 .O :: _. -F io r pCK 20 a L L L OD Q R 0' d RPRpSETB P• ,<, ..........._.............................:......... ::: yiv: :.,,.: :. 4 �,9, S� c psEpREA /.. + R L�9 :::::::......< LAND LY OF NOW OR FORMER+ 4' _ 1 *9-0,* _ *9-0* •. ::::::::::.::::::::.:a .._... R12�10'+ • e < :::-a NEWFrROPOSEDD AY .+ \ p JANET L. RYAN �b GARBAGE ..... --, yy R4' .\\,\ .,;_... � �' ro -� aiiris:::; i :::::::::a: .r� � R- - - - �� a � - - � SIGN A _ - ag(rrf; _ 8 S C T M N0. 1000 63 03-13 • • v Y R3 (IMPROVED,CONNECTED TO PUBLIC WATER) aRI � REOR RD + Q o m;m + >. VA w + O a ,ro e R19'-6" / w 0 1 W SETBACK 0 a o - o-a-a --o- o a---0--�--o--n--o--o----0--o---n--o-o- o---0--a---0---o---o--o----o-o--a--0-o- o-�-- n---o-o--o--0-- o-o---a-� ---a--a----o-a---0 �-o-�---o---a-gin �--o--o--a-a---o--o -�-0--o--o--o --o---a ---0--o----0--a---o -� 1 N05°30'50"W 616. b PROPOSED6.5'HIGH 11 REVISED PER NYSDOT COMMENTS 02/03/2023 WOODEN c r STOCKADEFENCE 10 REVISED PER TOWN COMMENTS 12/21/2022 9 REVISED PER TOWN COMMENTS 12/05/2022 N 8 REVISED PER TOWN COMMENTS 1/23/2022 LAND NOW OR FORMERLY OF 7 REVISED PER NYSDOT COMMENTS 09/15/2022 4 CHARLES W.WITZKE 6 REVISED PER TOWN COMMENTS 02/15/2022 - °-°--0- S.C.T.M. NO. 1000-63-03-28.1 5 ADDRESSED FEIS COMMENTS 05/11/2021 N05°30'50"W (IMPROVED,CONNECTED TO PUBLIC WATER) 4 REVISED PER CLIENT'S REQUEST 02/18/2021 .r,1 Rd' 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 n Date Number Revision Descrippon Revision Date FIRE TRUCK Designed By Date Submitted PLANTING LEVEL TIC 01/20/17 Drawn By Date Created SCALE: = 4 HDPE GRASS PAVER INSIDE CELLS 5/8" TC�LT 08/23/16 0 40 $0 ACTUAL FINISHED GRADE Approved By Scale BG AS SHOWN SOIL FILL LEVEL INSIDE PAVER Client: MMEMBI GRIDWORK AFTER HEAVY WATER DOWN. 22 SCALE: 1 rt = '40' THIS IS THE ACTUAL"SOD"PLANTING 6 56655 ROUTE 25 LEVEL. HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM SOUTHOLD, NY 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES Project, CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK GRASS PAVER DETAIL °E OVERFLOW PARKING AREAS SITE PLAN NOTES: °Es�P..a," SCALE: NTS 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 LBS. 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. Project Address 40.1' --6° 56655 ROUTE 25 ,2 FINISHED 3„ SOUTHOLD GRADE -=1°-T5"- + SUFFOLK COUNTY NEW YORK 43' ..............................l...............J. ° ! .. 3„ PROPOSED County Tax Map Number: Contract Number, AERIAL FIRE TRUCK NOTES: 2' + PAVEMENT 1000-63-3-15 - Regulatory Reference Number: 1. AERIAL FIRE TRUCK IS 43'X 8.5' L _ - 2. 90 DEGREE TURNING RADIUS OF 47.6 FT 8 5' Title of Drawing: 3. ROADS SIZED TO ACCOMMODATE AERIAL -'II FIRE TRUCK MANEUVERS. AERIAL FIRE '� #5BAR c I "?., D 9 @ F '�� .I', 4 sue.C.� (CONTINUOUS) I ®�®� ® SITE o TRUCK HAS LARGEST TURNING RADIUS � � U OF MOST COMMONLY EMPLOYED FIRE R_1„ I PEAR 0 2 2023 w FIGHTING VEHICLES. j 3. STEERING LOCK ANGLE OF 33.30 I SOL1ThOld -(OWn - CIRCULATION0. - a°-- 4. ACHIEVED STEERING ANGLES: V' Planning Board y 4.1. 30° SWEEP ANGLE: 19.4° CONCRETE TO BE 4,000 PSI @ 28 DAYS PLAN AND DETAILS W 4.2. 60° SWEEP ANGLE: 27.3° LOAD CAPACITY AT LEAST75,000LBS 4.3. 90° SWEEP ANGLE: 30.7° FOR EMERGENCY PURPOSES 4.4. 120° SWEEP ANGLE: 32.2° MOUNTABLE CURB DETAIL Drawing Number. 4.5. 150° SWEEP ANGLE: 32.8° �OF NEw 4.6. 180° SWEEP ANGLE: 33.1° SCALE: NTS ,`Q'� y0 C PNDREW C �� o 1 W2A E w N � mm PROPOSED FIRE TRUCK DETAILS �� Sheet of F� 092523 �� rj 24 SCALE: NOT TO SCALE FESSIO PWGC Project Number: g LL w w Unauthorized alteration or addition z NYSDOT CASE NUMBER 97500 tothisdrawing and ofSecrelated on7209documents AVG1601 is a violation of Section 7209 '� o of the New York State Education Law o rl a TO OR ... ARB - - - - - LANE PROPOS NT PARKING CKADE 50 TURNING RADIUS ' WOOD POSTS (GRASS) F GOHCETO � PERVIOUS' D 6.5' REMOVE GRASS rn EXISTING WITH NETTING FENCE STOCKADE FENCE DRIVEWAY O BE PROPOSED 6.5'HIGH EXISTING EXISTING 1 STORY FRAME PROPOSED 6.5'HIGH SHED TO BE WOODEN STOCKADE FENCE REMOVE PROPOSED 6.5' REMOVED T INCORPORATED INTO MAIN RENOVATED AND REMOVE W/ACOUSTIC BARRIER o Y EXISTING HIGH STOCKADE RELOCATEO �M EXISTING 1 STRUCTURE E d PROPOSED FIRE 0 PROPOSED FENCE Strategic Environmental and Engineering Solutions EXISTING rn¢ FENCE FENCE HYDRANT w M CART PATH a GARAGE TO REM n NYSDOT TYPE 3 g g' g S07 4'40"E + 310 00' N m W a o 4 p oa 622 78' DRIVEWAY ENTRANCE S07°38'10"E 0 0 N 50 TURNING RADIUS w�--O -- -wd--- VIA 77777777'__"� - G WELN--- : EXISTIN LW0VIA TO BEDRIVEWAY ^ ` 04wj Nrn 0 ?,'R20 IRRIGATION ON WELL NEW PROPOS < 6 In C. Pin > : Avenue. Suite 7 ,-. o -' `° <' � _ ..;:•:j;:;::`:':;w;: :�:;.:':.:'•:.:,;:_' :: .5: .>::. ::j;::j;..>;.:;:.:•:, .:,;;:,; : � EXIST'G. 0 H so'-0" so o N o syy BE O Bohemia NY e 1 - ;.- r?::'" i EXISTING TO �.�j O O 120' 3 i O �� - REMOVED 'SUPERPAVE'WARMMIXASPHALT Phone: (631) 589-6353 . Fax: (631) 589-8705 R28' o; Y3'_ rn Q GTO2STORY cb (SEEDETAILON DWG,No.702) E-mail: INFO@PWGROSSER.COM ?, R28' � '.: ' ..w3 // PROPOSED RESTAURANT 11 O O ^ PROPOSED EVENT RM. Nd { Nd --_wd _ STRUC JRE TO REMAIN SIGN CONCRETE SIDEWALK :?;ivi ARB GE --- - W/BASEMENT cb PROPOSED HOTEL (NO BASEMENT) c. s NYSDOT ITEM 680.0101 CONSULTANTS • z 10'-0" TWO(2)STORIES W/BASEMENT ;x: ARF_A ? 4 SEATS _. _ 0A\l� X + R4'-6" Yd 10'MIN. 26,272SF 4,4725E F:27.5 17-2" R4'-6" a + �� F EL R46:7, �-26'-0" ' w F .32.0'. O / s ? i _ - FRONTYA O O R5'4" PROPOSED 8'-0"'•.,..i _........._............ .. � SETBACK _ .. .... s s RD R5'5" r!. • PROPOSED ADD � � 0 / R p / r•. P3'- 9' - -o I EXISTING STRUCTURE �' W W TOPSOIL-ROADSIDE 8'MIN. R3' 0 i b v Zg"3 R2 H -s s-s s / } TYP late o z z NYSDOT ITEM 610.1402 x lea g + G__G F_-G 9'LL0" z 491 SF gD1StlN6 G G G��G ��� T 16 p" 9 pr - d. TURF ESTABLISHMENT-ROADSIDE r g �� WAEi�NAY o � J --I A� NYSDOT ITEM 610.1601 " w-w w Y i vta G 4 4 PROPOSED PERVIOUS 2 O l R24'-5" a EXISTING TO BE RESTAURANT PARKING v e+ r z SIG NYSOOT TYPE ,:.. rRxi; i° L'r, ixiRE`.K1r,:<sv ..,, ir: r: slate 3DRIVEWAY 75' SJP: R32'-8" REMOVED (GRASS) g LAWNISCULPTURE m ENTRANCE 50' 25 X S.T.P. P.E':t b, R5'7 GARDEN a O D 1 11" R R1 ' RE I- GK..; R3. it 4 FRONTYD. 50'TURNINGRADIUS pO N SET PROPOSED 6.5' GH 1 23'-5" + O a b ...:G CRE E:.:>' >: ?:.' SETBACK W Q 1 x PR OSEDREA TYP. i t", WOODEN STOCKADE FENCE R23,5, R10' 9'0" �F :W QU% 15:•0. v W/ACOUSTI BARRIER GRADE L.30.5' R�92„ R10' R7'6� L Gj PROPOS ;i.-._. _.,...... 28--0" o� NEW ROPOSEPPRIV-, 0 4 - w z v PARKIN ' ' ' ' AND PARKING ` N AREA HOT N COTTAGE 1 ( s i '� w ur0 LL 0 Q X 24'-0" s s TUB 669 SF _ # ; CHESS BOARD } R6 6 l \w 50'TURNING RADIUS of fl of L CA ANA Q TW:3 TW:3 DECORATIVE 3 SHED N04°45'20°W REaD L :-Bw s'J I POND3014 o 178.00' cb R ,`27 33 r SETBACK 3 HOT COTTAGE 2 1'.-; 'a:; C:? ' `.`.`.i °i / I PROPOSED 6.5'HIGH N 0 WOODEN cb 0 a• ` I �- � � TUB 669 SF PROPOSED 2.5'H � .. fl ¢ s s RETAINING WALL GRADE EL.27.5' + p i6'-0" STOCKADE FENCE w O co EL' 7.25 FF EL.32.0' m z w..,. ..w.M .. o - z ._.�„,�.. ...�.,.... a "\ �„ - x J a I L. • e " o LAND NOW 0 LY OF LL z of o : I ` 6 w SNP a COTTAGE3 ,y\ 2T-1' EUGEN TOMASIC&MIRELLA TOMASIC _ Ir 2 N i PROPOSED FRONT Q o I HOT 669 SF v POOL REA PROPOSED YARD SETBACK " S.C.T.M. NO. 1000-63-03-14 o SIGN .,. .. `....; PLAY COURTS o -J a TUB STANDPIPE b N 5 s ..,.,. . (IMPROVED, IM VED, CONNECTED TO PUBLIC WATER) GRADE EL. / Lu HOT a I 0 cb O 0� \ \ a �! o O GIN is II it 0 C07TAGE 4 00 HOT BW:27.20 BW:27.25CIO w y : .<.......;<..:.................._...,...µ_..... .`.' Z Z rn,+ o TUB 669 SF ......_ ... TW.30.5 RAMP- TW.30.5 RAMP a. ...................<;..:...._. 22 LAND- In- PROPOSED s s R14' LIRR N BANKED LAND BANKED + UST LANE 0 ::giii ii iiiii:iiccc:a° PARKIN 'r ........:............................. PROPERTY G O WALKWAY LINE z AREA 1010 PROPOSED FIRE HYDRANT 4 R2 ' 8 1 3' o t O .................................................. .. O r ,•� .y'1" t t L t -}- ..............._..........ak::::.::::r.:::;:::.attattciii ::.....-.-_.. R10 c° EAR ARD SETBACK + e 20 ..........i::ici c is +ti -....... ;... ... . , a A 0 osEDR 4.,x . R is 9, + F.................-: 9'- R1s i LAND NOW OR FORMERLY OF M.. o TYP. �k " " `................. R12''- .. d + Rzo' a' - JANET L. RYAN GARBAGE N NE D DRIVE n cb AREA �Avdal Elm _ ,S,T R4, N 2�.....: v A RE S.C.T.M. N0. 1000-63-03-13 SIGN m HRP REP es - - c - - R33' 1 p w Y ( PROVE ONNECTED TO PUBLIC WATER) ._,., TYP. , 2'� W,._ R, I M D,C R t...> R4 6 R 14' N } 0 O REORYARO .......................... a w w¢� SETBACK R19'-0„ o + ❑� + .,., ...���... ......... .. 00 0 fl -o--a --a- o o--0----o---- -fl -a---o---o---o---0--o-o--o- o o---o---fl----fl--o--u --fl--- ---a--a-a--o--fl -0-- ----n---a--a----0---o-a--a-fl--- - a- --o-�- -- -� - - o N05°30'50"W 616.57' PROPOSED 6.6 HIGH -� 11 REVISED PER NYSDOT COMMENTS 02/03/2023 - WOODEN AERIAL FIRE TRUCK o N STOCKADE FENCE AERIAL FIRE TRUCK 10 REVISED PER TOWN COMMENTS 12/21/2022 I N SUCCESSFULLY AVOIDING PARKING STALLS SUCCESSFULLY COMPLETES PATHING 9 REVISED PER TOWN COMMENTS 12/05/2022 AFTER COMPLETING MANEUVER AROUND OVERHANG AROUND OVERHANG 8 REVISED PER TOWN COMMENTS 1/23/2022 LAND NOW OR FORMERLY OF 7 REVISED PER NYSDOT COMMENTS 0 911 5/2 02 2 a CHARLES W.WITZKE 6 REVISED PER TOWN COMMENTS 02/15/2022 0 S.C.T.M. N0. 1000-63-03-28.1 5 ADDRESSED FEIS COMMENTS 05/11/2021 4 REVISED PER CLIENTS REQUEST 02/18/2021 N05°3050"W (IMPROVED,CONNECTED TO PUBLIC WATER) 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 r,1 3d' 2 ADDRESSED DEIS COMMENTS 0 7/1 712 01 9 PROPOSED TRAFFIC CIRCULATION PLAN 1 REV TO 44 ROOMS-UPDATE UTILITIES 04/11/20te Number Revision Description Revision Date FIRE TRUCK Designed By Date Submitted "SOD"PLANTING LEVEL TC 01/20/17 SCALE: 1" = 40' HDPE GRASS PAVER INSIDE CELLS Drawn By Date Created 5Is" TC\LT 08/23/16 ACTUAL FINISHED GRADE Approved By Scale 0 40 80 SOIL �`'LL LEVEL INSIDE PAVER BIG As SHOWN Client: GRIDWORK AAFTEIR HEAVY WATER DOWN. 22 SCALE: 1" = 40' THIS IS THE ACTUAL"SOD"PLANTING s 56655 ROUTE 25 LEVEL. V" HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM SUUTHOLD, NY 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES Project. CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK GRASS PAVER DETAIL °�s'°F g' „ OVERFLOW PARKING AREAS SITE PLAN NOTES: SCALE: NTS 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 VI LBS. 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. ProjedAddress 40.1' 56655 ROUTE 25 FINISHED 3" SOUTHOLD 43' " 20 GRADE --1" - 5" + SUFFOLK COUNTY, NEW YORK _......__._.................... 3" y AERIAL FIRE TRUCK NOTES: PROPOSED Count Tax Map Number Contract Number: 2" PAVEMENT 1000-63-3-15 - Regulatory Reference Number: 1. AERIAL FIRE TRUCK IS 43'X 8.5' 2. 90 DEGREE TURNING RADIUS OF 47.6 FT 8 5, Title of Drawing 3. ROADS SIZED TO ACCOMMODATE AERIAL FIRE TRUCK MANEUVERS. AERIAL FIRE 'so (CONTINUOUS) � � ��� PROPOSED �®�®� ® SITE � TRUCK HAS LARGEST TURNING RADIUS w at OF MOST COMMONLY EMPLOYED FIRE R=1" I...................._. MAR 0 2 2023 CIRCULATION FIGHTING VEHICLES. o �-s �` 3. STEERING LOCK ANGLE OF 33.3° ou�hold Tow-n 4. ACHIEVED STEERING ANGLES: PLAN AND DETAILS Plannin Board a 4.1. 300 SWEEP ANGLE: 19.4° CONCRETE TO BE 4,000 PSI @ 28 DAYS � w 4.2. 600 SWEEP ANGLE: 27.3° LOAD CAPACITY AT LEAST 75,000LBS 4.3. 90° SWEEP ANGLE: 30.7° FOR EMERGENCY PURPOSES 4.4. 1200 SWEEP ANGLE: 32.20 Drawing Number: 4.5. 1500 SWEEP ANGLE: 32.80 MOUNTABLE CURB DETAIL P��OF NEW yo SCALE: NTS w 4.6. 180° SWEEP ANGLE: 33.1° �'t PNDREW �� o 0 2 E PROPOSED FIRE TRUCK DETAILS J � Sheet of o N SCALE: NOT TO SCALE sF�A� 0r92 3 �`��' 6 24 N f ESS1fo PWGC Project Number. a LL iu u Unauthorized alteration or addition z NYSDOT CASE NUMBER 97500 totthisavwing and ofSecrelated on7209documents AVG1601 J 0 is a violation of Section 7209 LL o of the New York State Education Law 3 p a a III 11 ; TOWN HARBOR - - - LANE RESTAURANT PARKING STOCKADE 50 TURNING RADIUS .� PROPOSED PROPO ED PERVIOUS' SED65' � HIGH REMOVE GRASS `� m EXISTING WOOD POSTS (GRASS) FENCE WITH NETTING PROPOSED 6.5'HIGH LINE OF EXISTING EXISTING 1 STORY FRAME PROPOSED 6.5'HIGH FENCE STOCKADE FENCE DRIVEWAY TO BE SHED TO BE PROPOSED 6.5' REMOVED RENOVATED MAIN } " WOODEN STOCKADE FENCE REMOVE INCORPORATED INTO MAIN y Strategic Environmental and Engineering REMOVE W Y EXISTING HIGH STOCKADE �REI�OC�A�TE EXISTING 1 STRUCTURE E ° PROPOSED FIRE W/ACOUSTICBARRIER o� PROPOSED ""' FENCE @ TORY FRAME FENCEEXISTI HYDRANT wF FENCE CART PATH o GARAGE TO REM 310.00 NYSDOTTYPE3 g g Bring Solutions w N S07 4'4 " 0 622.78' a� o� ENTRANCE S07'38'10"E of SIGN 50'TURNINGRADIUS ---III wd wd- ■ EXISTI 11 .. o 'Qo ,a..w ui � NEW PROP � TOBENG L Wd --- p rn N 90 '"REPURPOSEDAS �." w4 Wd- - 6i DRIVEWAYO • u ATION WELL too ty ;?,,R20' PROPOSED IRRIG N _a 9. W 630 . _ ...'':_':.:.:::.; ° :::.;:';:::'::.'.;::: :._:;:,: ..'.:>{>:, ',:..? 5 _.;:'. : :�:;. . ,_': . ;:;.:';,;:;': EXIST'G. F- Johnson venue. Suite 7 so-0 so-0 m Bohemia . NY . 11716-2618 - y EXISTING TO BE o 0 REMOVED 'SUPERPKJE'WARM MIX ASPHALT Phone: (631) 589-6353 • Fax: (631) 589-8705 R28' G TO 2 STORY rn Q z mp , 18'-0�� 7O �/ STRUCTURE TO REMAIN cb SIGN(SEE DETAIL ON DWG.No.702) E-mail: INFO@PWGROSSER.COM t r R28' mw i •. ..� W� -- O O _ PROPOSED EVENT RM. `::^:< :.'`" F wd ---wd _ PROPOSED RESTAURANT I CONCRETE SIDEWALK o•r, PROPOSED HOTEL ?:,:?:, }tr.. ARB GE - --- WI BASEMENT % cb �a o (NO BASEMENT) -- r NYSDOT ITEM 680.0101 CONSULTANTS ✓ TWO(2)STORIES W/BASEMENT 2 SF AREA z 4 SEATS %r + a 10 MIN. 26,272 SF 4 47 q. F:27.5 tr 2" O ::..... w FF EL.32.0' _ �:::•::::'�;.. PROPOSE DRAINAGE _.�.... ,. ¢s `_r, A D SETBACK o <;:•;;;`.-; R5 � -- PROPOSED AD 5„ �r, GE ARE a O 8'MIN 3' o /j 23' ( EXISTINGSTRUCTUR � W W TOPSOIL-ROADSIDE Z6,-g ( n ; + R s s- s s TYP 9 0' ? ate 491 SF Z Z NYSDOT ITEM 610.1402 -,no L Q i TURF ESTABLISHMENT-ROADSIDE eunoec c c c c- ----° T° 18r0" O P 4 P "`^*� - 3 w J A� NYSDOT ITEM 610.1601 WSW�W ........, 4 0 f° Q 2 S, o_ ''•''�•'�:`' ,:: }}'' PROPOSED PERVIOUS � � l 4- EXISTING TO BE RESTAURANT PARKING e+ T Z SiG NYSDOTTYPE f R2 ^.,. :, r ;r.F,,r :`,A0.:.::...:.:: .. slate REMOVED (GRASS) 3DRIVEWAY r ENTRANCE 75 1 SZ.P, $Z•P _ LAWN I SCULPTURE 3. 0 50' 25 x 1 FE.', GARDEN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11" R1 REO'D I R3 R1 .:.O ::`> ?:'1—. : : FRONTYD. A o oc SET H 11 4 50'TURNING RADIUS oc RENy A PROPOSED II 23'-5" + + 9,0• O to N ;"W StK1 SETBACK W Q t PR OSED K TYP. WOODEN STOCKADE FENCE R23'5" RI V W/ACOUSTI BARRIER Jfn > • v $ GRADE L.30.5' :, R LPI-2Ir „ ((.. 10' R s ^�S to p0• �rs- w 'Q I1 l T X `v PR POSE _ 26'-0" CRT.7��: r 4 4 w z V • PAR IN G ® ,. .. ., : a��, � .. .. AND PARKING � N �w - C,OTTAGE 1 `; :_ ;' DRAINAGE AREA''B' 'uS UT a o RAINAGEA EA'A' ARE HOT R6' " 6EN SF } i s CHESSBOARD - a 50'TURNING RADIUS II�/v�II ,. 24'-0 s w VN ® ® ICE f a „ _ - 8 P LCAANA 19' r-0 4 ° °-°- - JRT_ --o--a w -3 n- ° 0. ,:.. I NO 452 -- -- - - - - a TW TW:3 p SHED 176 00 = READ .,.a BW;2T.25........, BW:.2:? 5........ ' DECOORAOTIVE o l 3 cb R 1 a a O W - i- SETBACK 3 COTTAGE 2 PROPOSED 6.5'HIGH O HOT ya'rr / n PROPOSED 2 5'H ! WOODEN cb c s s RETAINING WALL GRADE EL.27.5' + / t� 16' STOCKADE FENCE w Q w.: 25 :;..MOTE LAND NOW OR FORMERLY OFLL t r- 1yP. Q : -1UB 223'.1 b •�P. - •--. ��______ '',; ;,;;; ;;: �__ EUGEN TOMASIC&MIRELLA TOMASIC j COTTAGE 3 PROPOSED FRONT r- sic N RIDGE RIDGE PROPOSED N T1O18 6ggS: v POOL REA t<: STANDPIPE YARD SETBACK 0 S.C.T.M. NO. 1000-63-03-14 a g N Id s PLAY COURTS (IMPROVED,CONNECTED TO PUBLIC WATER) Z w _ w n '. :• r,` GRADE EL 27.5' to m w o m Q 2'- �' ; \ , a oa v cb fl.4-14 .4 H OT o o v ,...r.; ,'-T B o COTTAGE 4 BW:27.20 BW:27.25 3 m z t p .. TB £g,Sr TW:30.5 RAMP- TW:30.5 RAMP s n ... ,• . d PROPOSED s s R14' 22 LAND- . . ............,,. N LAND BANKED .. '. ccc:ii:' +:i;:i:ci:_ir:::: <c".:::.. `�:; ; :i LOCUST LANE LIRR N BANKED PARKING 0" PROPERTY 10 WALKWAY LINE Z AREA 1 g .j�-PROPOSED FIRE HYDRANT o R27' i -- O 13 p 12 R4' �1. I + i-...... + .$.:.c:ii i:i:.:::i =:iii... n 10, BACK 20 { d ;c EPR RD SE + i ) � �• � �• P• N I :::�:: +�, .. ......".".........................._.v.... R15' LAND N FORMERLY PRo ,: ......-...._...............".........:".....".._. .:.... � .. NOW OROF " + TYP. :,:ixii::iF:iic:ciii:i ii::iiii::hirp:;.` R12'-10" :.` 9 u GARBAGE „ + R2 4' 9-0'* g NEW PROPOSED DRIVEWAY cb v\ A i „ N R4'6 <' ::.::-: <,.;` N v „ R8_ AREA R4 _ _ S.C.T.M. NO. 1000-63-03-13 SIGN t 33' I (IMPROVED,CONNECTED TO PUBLIC WATER) �C LU LID a ° R1 TYP. -0„ ,'M III ' 30 � uj . !. R 14' REap ) w ❑j 00 AR f PRD , rr ......... o w + a w RETBACK I R19'-6" o + �m-n w SE w 1---0-°--0 ---ff---0---a--4----0- ° -c--°--fl- °---°--o--�• °- °-�--a--a-°--°----°--°--° °----fl n--n-°---�---fl- -a -0--°---0---°--° --°-----0--a---°---O---a co 4�--°--43-°-a---"-° -a-a A31-°----°----°-a--°--°---4--0----a ---°----�---°_--fl -- ° N05'30'50"W 616. --� QPROPOSED6.5'HIGH - 11 REVISED PER NYSDOT COMMENTS 02/03/2023 WOODEN o iv STOCKADE FENCE 10 REVISED PER TOWN COMMENTS 12/21/2022 9 REVISED PER TOWN COMMENTS 12/05/2022 1 N 8 REVISED PER TOWN COMMENTS 1/23/2022 LAND NOW OR FORMERLY OF 7 REVISED PER NYSDOT COMMENTS 09/15/2022 CHARLES W.WITZKE 6 REVISED PER TOWN COMMENTS 02/15/2022 -0-°-°-°�-' S.C.T.M. N0. 1000-63-03-28.1 5 ADDRESSED FEIS COMMENTS 05/11/2021 4 REVISED PER CLIENT'S REQUEST 02/18/2021 N05'30'50"W (IMPROVED,CONNECTED TO PUBLIC WATER) 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 Date Number Revision Description Revision Date TANKER "SOD"PLANTING LEVEL Designed By Date Submitted TIC Date SCALE: 1" - 40' HDPE GRASS PAVER INSIDE CELLS 5/8" Drawn By Date Created ACTUAL FINISHED GRADE TC�LT 08/23/16 �•••�• Approved By Scale 0 40 80 SOIL FILL LEVEL INSIDE PAVER client: BG AS SHOWN GRIDWORK AFTER HEAVY WATER DOWN. SCALE: 1" = 4O' THIS IS THE ACTUAL"SOD"PLANTING 6 THE ENCLAVES �j LEVEL• 56655 ROUTE 25 t/ HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM SOUTHOLD NY �J 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK Project: GRASS PAVER DETAIL �" NOTES: OVERFLOW PARKING AREAS OUTSIDE SCALE: NTS SITE PLAN 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 LBS. 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. 5 Project Address: 6" 56655 ROUTE 25 3"FINISHED o" PROPOSED SOUTHOLD I zo GRADE -"-1"i+=-5" ........... "---------.. SU FFO LK COUNTY, NEW YO RK 2„ { 3 PAVEMENT r p ,zo,•,sE"A" E ,s '�".os�EOA""E�9a, I Count Tax Ma Number. Contract Number. ,wa•"svhe"�"cue aee"p ...... ........... ,.......... 1000-63-3-15 Regulatory Reference Number: 18" Title g,e of Drawing : so #5 BAR (CONTINUOUS) Kenworth T880 Single Unit Tanker TRANSPORT-TANKER TRAILERS PROPOSED SITE o N a" -! MAR 0 2 2023CIRCULATION a d CONCRETE TO BE 4,000LEAST 5,28 DAYS Sannin it Board L9 ® ®ETAI AILS w LOAD CAPACITY AT LEAST75,000LBS Planning Board i�i"'� P1 !� FOR EMERGENCY PURPOSES MOUNTABLE CURB DETAIL Drawing Number: N SCALE: NTS �Q��OF NEW J,'. PNDREby G� �� w It 71 w � o 1.1-1 PI-i PROPOSED TANKER DETAILS Sheet of a SCALE: NOT TO SCALE' F� � 0�92523 �`� 7 24 0 p OI ESSIO PWGC Project Number: LL W w z Unauthorized alteration or addition z to this drawing and related documents AV G 1601 z NYSDOT CASE NUMBER 97500 is a violation of Section 7209 LL o of the New York State Education Law o a a NOTES: END n 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 u ❑ _ 2. NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER ❑ 50'-100, SPACE. DOWNSTREAM TAPER 3. XX IS THE EXPECTED OVERALL LENGTH OF THE OPERATION TO BE COMPLETED WITHIN THE WORK DAY. A " ^z 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' ❑ -WORK AREA WILL BE RELOCATED DURING THE DURATION OF THE WORK WITHIN XX MILES FROM THE W20-1 ❑ DOWNSTREAM CHANNELIZING DEVICES SIGN 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 ❑ 41oA PLACED EVERY TWO MILES INDICATING THE DISTANCE FROM THE SIGN TO THE FARETHESE WORK LOCATION. Bohemia . NY . 1 1 71 6-261 8 3 rd 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 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 800,AS CONSULTANTS 4 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 I 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. 0 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 0 FROM THE STATE PERMIT INSPECTOR. 0 0 9. PEDESTRIANS TO BE ACCOMMODATED ON SITE DURING CONSTRUCTION, WITH A S 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 WITH §107-05A HIGH VISIBILITY APPAREL AT ALL TIMES. SHOULDER TAPER ❑ (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 YY N7. LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK FILLING, JOINT REPAIR, DISTANCE BETWEEN SIGNS SHOULDER ROAD TYPE PAVEMENT PATCHING AND REPAIRS, INSTALLATION OF SIGNAL EQUIPMENT OR OTHER A (FT.) B (FT.) ELECTRICAL/MECHANICAL EQUIPMENT, AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS AND URBAN (< 30 MPH*) 100 100 EQUIPMENT. NEXT ROAD WORK N8. ALL LIGHTING SHALL BE DESIGNED, INSTALLED, AND OPERATED TO AVOID GLARE THAT AFFECTS TRAFFIC ON URBAN (35-40 MPH*) 200 200 B XX MILES W7-3a (SEE NOTE 3) NEXT XX MILES G20-1 (SEE NOTE 4) URBAN (?45 MPH*) 350 350 THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE ROADWAY. (SEE TABLE 410-01) RURAL 500 500 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 11 ROAD SEE TABLE 410-03 N10. SEE NIGHTTIME SAFETY BULLETIN, HDM §16.5.7, & SSTANDART SPECIFICATIONS §619 FOR ADDITIONAL 10 REVISED PER NYSDOT COMMENTS 02/03/2023 WORK REQUIREMENTS AND CONSIDERATIONS. 9 REVISED PER TOWN COMMENTS 12/21/2022 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: L/3 � CHANNELIZING DEVICE ARROW PANEL 6 REVISED PER TOWN COMMENTS 02/15/2022 *OF CHANNELIZING DEVICES (FT.)/*OF SKIP LINES/*OF (SEE TABLE 410-05) 0 0 (CAUTION MODE) 5 ADDRESSED FEIS COMMENTS 05/11/2021 PRECONSTRUCTION LONGITUDINAL 4 REVISED PER CLIENT'S REQUEST 02/18/2021 BUFFER SPACE CHANNELIZING DEVICES n 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 POSTED SPEED DISTANCE (FT.)/ '��` 2 ADDRESSED DEIS COMMENTS 07/17/2019 LIMIT (MPH) FOR LANE WIDTH IN FT. ��// IJ *OF SKIP LINES FOR SHOULDER WIDTH 1 REV.T044 ROOMS-UPDATE UTILITIES 04/11/2017 (LATERAL SHIFT OF TRAFFIC FLOW PATH) Number Revision Description Revision Date 10 11 12 <4 FT. 5 -7 FT. > 8 FT. Lu W Designed By Date Submitted WORK ZONE TRAFFIC CONTROL TC 01/20/17 25 155/4 120/3/4 120/3/4 120/3/4 40/1/2 40/1/2 40/1/2 Wp _J g o TWO-LANE TWO-WAY ROADWAY Drawn By TC\LT Date Created J J 08/23/16 J J 30 200/5 160/4/5 160/4/5 200/5/6 40/1/2 40/1/2 40/1/2 =O > > p SHOULDER CLOSURE Approved By BG Scale AS SHOWN 35 250/6 200/5/6 240/6/7 240/6/7 40/1/2 40/1/2 80/2/3 � � � c= client: INTERMEDIATE TERM OPERATION THE ENCLAVES 40 305/8 280/7/8 320/8/9 320/8/9 40/1/2 80/2/3 80/2/3 N.T.S. 56655 ROUTE 25 45 360/9 440/11/12 520/13/14 560/14/15 80/2/3 80/2/3 120/3/4 SOUTHOLD, NY 50 425/11 520/13/14 560/14/15 600/15/16 80/2/3 120/3/4 160/4/5 Project: 55 495/13 600/15/16 600/15/16 680/17/18 80/2/3 120/3/4 160/4/5 TABLE 410.05: CHANNELIZING DEVICE APPLICATION FOR INTERMEDIATE-TERM STATIONARY WORK SITE PLAN TABLE 410.03: PROTECTIVE VEHICLE REQUIREMENTS ZONES Project Address. NON-FREEWAY WORK ZONE PROVISIONS z MUTCD COMPLIANT CHANNELIZING DEVICE 56655 ROUTE 25 CLOSURE TYPE ROAD TYPE &SPEED >45 MPH 35 -40 MPH < 30 MPH Q w SOUTHOLD INTERMEDIATE-TERM c0- z SUFFOLK COUNTY, NEW YORK EXPOSURE CONDITIONS W cn (n cn CO STATIONARY WORK ZONES W U) co U) W County Tax Map Number. Contract Number: WORKERS ON FOOT OR INVOLVE WORK THAT 0 z U) z w w Q U W w w � > 1000-63-3-15 1- O W 0 Y Y Z Z U Regulatory Reference Number VEHICLE EXPOSED TO P, TMIA P, TMIA SEE NOTE 2 OCCUPIES A LOCATION o 0 z 0 Q W Q Q W Q _ LANE CLOSURE OR TRAFFIC FOR MORE THAN 1 W 2 0 0 J of g a a W Title of Drawing: ENCROACHMENT DAYLIGHT PERIOD UP TO 3 � z � < U Q 0 H Q Df J Q OTHER HAZARDS NO p TMIA SEE NOTE 2 SEE NOTE 2 CONSECUTIVE DAYS, OR T< U z Q Q12� W Q z J > � m -�4- . � . WORKERS EXPOSED NIGHTTIME WORK THAT Q `" Q m m O W \/,/®® WORKERS ON FOOT OR OCCUPIES A LOCATION W W > > Pr"AR ® 2023 WORK VEHICLE EXPOSED TO P, TMIA SEE NOTE 2 SEE NOTE 2 FOR MORE THAN 1 HOUR TABLE 410.06: REQUIRED SIGN SIZES* �- SHOULDER CLOSURE OR TRAFFIC SHOULDER/MERGING/ 20 FT. * X X TRAFFIC CONTROL -- ENCROACHMENT SIGN NON-FREEWAY FREEWAY S, hold OTHER HAZARDS NO SHIFTING TAPERS fow 40 FT. X X Planning Board SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 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 W21-5 36X36 48X48 Drawing Number: o 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 `� IF NEW y 2 THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE, THE PROTECTIVE VEHICLE SHALL BE LANE AND/OR SHOULDER W7-3a 24X18 36X30 A\ NDREiy 0 w REPOSITIONED ACCORDINGLY P c o REMOVAL OF EXISTING 80 FT. X X X X X X 0 G20-1 36X18 48X24 * Q� �o, * ® E TMIA: TMIA REQUIRED GUIDE RAIL 40 FT. v 04 , 9 WARNING FLAG 18X18 18X18 r R . NOTES: X=ALLOWED, BLANK= NOT ALLOWED, 0= OPTIONAL *SEE NOTE 5 ON THIS SHEET. I 1 sheet of 9 NOTES: 1. -A TYPE 1 OBJECT MARKER MAY BE USED IN LIEU OF CHANNELIZING DEVICE. * FREEWAY SIZES MAY BE USED ON NON-FREEWAY, IF SPACE 2S Q 1. THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT CONSTRAINTS DONOT EXIST. FO 0925 3 �� 8 24 F. EITHER A PROTECTIVE VEHICLE OR THE STANDARD BUFFER SPACE SHALL BE PROVIDED 2. - CHANNELIZING DEVICES SHALL BE EQUIPPED WITH A FLASHING WARNING LIGHT. ,off 3, g ESS�� P" PWGC Project Number. iu rii Unauthorized alteration or addition z to this drawing and related documents AVG 1601 z NYSDCT CASE NUMBER 97500 of this e w York Staevioltion of eEducation Law ion 7209 L 3 � a a - TOWN HARBOR „ - - - LANE , Y PROPOSED PERVIOUS RESTAURAN T is S ( � 50'TURNINGRADIUS WOOD POSTS ) GRASS WITH NETTING PROPOSED 6.5'HIGH LINE OF EXISTING ce P-z EXISTING 1 STORY FRAME RIM 256 ' PROPOSED 6.5'HIGH ° STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED A LEE D-a REMOVEDINCORPORATED WOODEN STOCKADE FENCE w D INTO MAIN aun zs a REMOVE STRUCTUREDIA PROPOSED FIRE W/ACOUSTICBARRIER PROPOSED OLPLS-7 12'EFFECTIVE _ Strategic Environmental and Engineering Solutions R INCORPORATE EXISTING HYDRANT x RIM2so 2c DEPTH NYSDOT TYPE 3 FENCE CART PATH u 310.00' o 28 :�3 i .:.�.`._`.., ...rn z e ... 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NO. 1000-63-03-14 a g a m s ._ I \, 12'DIA (IMPROVED, -' N w s iRD j PLAY COURTS o 0 7 EfFECTIVEDEPTH IM VED, CONNECTED TO PUBLIC WATER) ; A�._.,...,... - ...:>, C7 Z k. >. DLDIA IO w EPTH Z _ b \ W cb " GRADE EL 275 9 EFFECTIVE FLOOR DRAIN HOT 3 a a ,a C co a.+ J - _: DEPTH ° i TUB R]H B-3 DLP C-6 it it O IG ('RATE,ELEV:27.2 \FLOOR DRAIN M;.:....._........._._ .. .,..... a a 0 I ::n... RM 295 RIM 20 ?} m j RD i GRATE V 27.2 _ \ ao COTTAGE4 I O 1rDIA 1r01A3 w w 9 a 1 30.5 TW: O 5 RAMP O _ : HOT _._.....,..-...._._....._,,,. Tw RAMP- 3 DLP a-9 ..-__-,,:.,,._„•,-_.._-.-._.H,..-... 1,"EFFECTIVE DEPTH IVE i ' T EFFECT :� ) # z c>: DEPTH DEP s' s \ L3 � PROPOSED 1 . ., . . ........ ,.., ... ,..,, trDla 3 28 22 LANb T EF CTIVE DEW - LO G+ N LAND BANKED ..... ..< ._. ..,�...�., _„_..,.,.,e..,.. ._. .,.,..,... COST LANE LIRR N BANKE kc, _ -� 'Y •PARKING j.. :_ ...:cr:; ,;r•,.'.. 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N0. 1000-63-03-13 AREA 1r DIA n 12 DIA =- SIGN DLP A-2 12'EFFECTIVE DEPTH, AIM 12'EFFECTIVE DEPTH 31 "+ <= � _____ = .5.�=, RIM 31.8 32 • �I PROPOSED PARKING AREA • � , n (IMPROVED,CONNECTED TO PUBLIC WATER) .. 1r DIA. \ W, � .`' ....... ............_ ` 1r EFFECTIVE i \ Ur�'� •\` t] • DEPTH , ... _I c+7 ...-....-_. ...._.........._.... O 34 • .....30 I , ....:.. 5,PAVER 27 - . RCS ............. ...................._. � !. i 12'DIA. ¢ E[D ... .. ........ ..... .: :........:.. , _.i ..,...... .. ... 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N0. 1000-63-03-28.1 " - 4 REVISED PER CLIENT'S REQUEST 02/18/2021 SCALE: 1 - 40 N05'30'56"W (IMPROVED,CONNECTED TO PUBLIC WATER) 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 51.34' 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date Designed By Date Submitted TIC 01/20/17 Drawn By Date Created TQLT 08/23/16 Approved By Scale BG AS SHOWN Client THE ENCLAVES 56655 ROUTE 25 S THOL NY , DRAINAGE AREA'B' `'� ` �" �° i i _ , , J. DRAINAGE AREA A i , i DRAINAGE AREA'D' SITE PLAN WDRAINAGEAREA'C' A / ,r. y/ Project Address' I 56655 ROUTE 25 OUTHOLD I UFFOLK COUNTY, NEW YORK , be Contract Number: County Tax Map Number: Co 1000-63-3-15 Regulatory Reference Number Title of Drawing. f 4 i�\ •\ - - - -- - PROPOSED SIT E �E :� 3 \ MAR 0 2 2023 outholdlown _ DRAI CAE - j /� / /, /, j \ •.� �'/ � ! Planning Board ---� AND GRADING PLAN PROPOSED GRADING AREA MAP �F NEW Drawing Number SCALE: NOT TO SCALE P��" y0 �'t PNDREw �o 0 * �Q y ® W E �Q�v 's C6 Sheet of o 09 5 3 �� 9 24 r�O�ESS10 PWGC Project Number: LL . L ME I Unauthorized alteration or addition z NYSDOT CASE NUMBER 97500 to this drawing and ofSecrelated on7209documents AVG1601 J is a violation of Section 7209 LL ¢o of the New York State Education Law L o a d Strategic Environmental and Engineering Solutions -d 630 Johnson Avenue. Suite 7 Bohemia . NY - 11716-2618 Phone: (631) 589-6353 - Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS 7 7 k! 9 1_43L!I1 ILVIJ 1 9% -77 '77 _0 14"1 tif TOTAL PROPERTY AREA = 294,202 SF(6.75 ACRES) 101,050 SF(2.31 ACRES) 66,921 SF(1.53 ACRES) 41,237 SF(0.94 ACRES) 84,994 SF(1.95 ACRES) DRAINAGE AREA IMPERVIOUS-56,716 SF DRAINAGE AREA IMPERVIOUS-17,422 SF DRAINAGE AREA IMPERVIOUS-19,778 SF DRAINAGE 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 CIF EVENT ROOM ROOF: 3,651 SF x 2'712"x 1.00 = 726.33CF ASPHALT: 15,971 SF x 2"/12"x 1.00 = 2,661.83 CIF CONCRETE WALKS: 2,870 SF x 2"/12"x 1.00 = 478.33 CIF CONCRETE STEPS: 477 SF x 2'712"x 1.00 = 79.50 CIF ASPHALT: 13,069 SF x 2'712"x 1.00 = 2,178.16 CIF CONCRETE CURB: 615 SF x 7/12"x 1.00 = 102.50 CIF COTTAGE ROOF: 2,676 SF x 2'712"x 1.00 = 446.00 CIF CONCRETE WALKS: 1,599 SF x 2"/12"x 1.00 = 266.50 CIF CONCRETE CURB: 702 SF x 2"/12"x 1.00 = 117.00CF GARAGE ROOF: 370 SF x 2"/12"x 1.00 = 61.66 CIF HOT TUBS: 288 SF x 2"/12"x 1.00 = 48.00 CIF POOL AREA: 10,244 SF x 2712"x 1.00 = 1,707.33 CIF TOTAL REQUIRED = 2,903.66 CF RESTAURANT ROOF: 2,760 SF x 2"/12"x 1.00 = 460.00 CIF ASPHALT: 25,002 SF x 2*/12"x 1.00 = 4,167.00 CIF CABANAS: 600 SF x 2"712"x 1.00 = 100.00 CIF CONCRETE STEPS: 62 SF x 2"112"x 1.00 = 10.33 CIF CONCRETE CURBS: 1,498 SF x 2"/12"x 1.00 = 249.67 CIF PLAY COURTS: 786 SF x 2"/12"x 1.00 = 131.00 CIF DRAINAGE LEACHING POOLS TOTAL REQUIRED = 3,296.32 CIF TOTAL REQUIRED = 5,389.00 CIF CHESSBOARD: 399 SF x 2"/12"x 1.00 = 66.50 ASPHALT: 15,086 SF x 2712"x 1.00 = 2,514.33 CIF EVENT ROOF: (2)8'DIA.x 9'EFFECTIVE DEPTH LP'S DRAINAGE LEACHING POOLS DRAINAGE LEACHING POOLS CONCRETE CURB: 420 SF x 2"112"x 1.00 = 70.00 CIF =(2)x 42.24 CF/FT x 8 FT. = 760.32 CIF TOTAL REQUII-ED = 9,334.82 CF ASPHALT/CURB: (2)12'DIA.x 12'EFFECTIVEDEPTH LP'S ASPHALT/CURB/GONG: (4)12'DIA.x 12'EFFECTIVE DEPTH LP'S COTTAGE ROOF: (2)8'DIA.x UEFFECTIVE DEPTi LIPS =(2)x 100.88 CF.FT x 12 FT = 2,421.12 CIF =(4)x 100.88 CF/FT x 12 FT. = 4,842.24 CIF =(2)x 42.24 CF/FT x 6 FT. = 506.88 CF DRAINAGE LEACHING POOLS TOTAL PROVIDED = 3,181.44 CIF REST.ROOF: (1)10'DIA.x 8'EFFECTIVE DEPTH LP'S ASPHALT/CURBS: (5)12'DIA.x 12'EFFECTIVE DEPTH LP'S =(1)x 68.42 CF/FT x 8 FT. = 547.36 CIF =(5)x 100.88 CF/FT x 12 FT. = 6,048.00 CIF HOTEL ROOF: (4)12'DIX x 12'EFFECTIVE DEPTH LP'S TOTAL PROVIDED = 5,389.60 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 CIF DRAINAGE AREA PERVIOUS-49,499 SF (1)x 68.42 CF/FT x 8 FT. = 547.36 CIF ASPHALT/CURBS: (2)12'DIA.x 12'EFFECTIVE DEPTH LP'S 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 5'EFFECTIVE DEPTH LP'S DRAINAGE REQUIRED DRAINAGE AREA PERVIOUS-21,459 SF (4)x 100.88 CF/FT x 5 FT = 2,017.60 CIF REC.AREAIWALK: (2)8'DIA.x 8'EFFECTIVE DEPTH LP'S GRASS PAVERS: 5,785 SF x 2"/12"x 0.30 = 289.25 CIF DRAINAGE REQUIRED (2)x 42,24 CF/FT x 8' = 675.84 CIF GRASS/LANDSCAPING: 43,714 SF x 2"/12"x 0.30 = 2,185.70 CIF TOTAL REQUIRED = 2,214.95 CIF GRASS PAVERS: 854 SF x 2'7112"x 0.30 = 42.70 CF TOTAL PROVIDED = 9,939.28 CIF GRASS/LANDSCAPING: 20,695 SF x 2712"x 0.30 = 1,034.75 CIF DRAINAGE AREA PERVIOUS-52,660 SF DRAINAGE LEACHING POOLS TOTAL REQUIRED = 1,077.45 CIF PERVIOUS: (4)12'DIA.x TEFFECTIVE DEPTH LP'S DRAINAGE LEACHING POOLS 11 DRAINAGE REQUIRED DRAINAGE AREA PERVIOUS-44,334 SF =(4)x 100.88 CF/FT x 7 FT. = 2,824.64 CIF TOTAL PROVIDED = 2,824.24 CIF PERVIOUS: (1)12'DIA.x 12'EFFECTIVE DEPTH LP'S 10 REVISED PER NYSDOT COMMENTS 02/03/2023 GRASS/LANDSCAPING: 52,660 SF x 2"/12"x 0.30 = 2,633 CF DRAINAGE REQUIRED, (1)x 100 88 CF/FT x 12 FT. = 1,210.56 CF 9 REVISED PER TOWN COMMENTS 12/21/2022 TOTAL PROVIDED = 1,210.56 CIF 8 REVISED PER TOWN COMMENTS 11/23/2022 TOTAL REQUIRED = 2,633 CF GRASS PAVERS: 525 SF x 2"/12"x 0.30 = 26.25 CIF 7 REVISED PER NYSDOT COMMENTS 09/15/2022 DRAINAGE LEACHING POOLS GRASS/LANDSCAPING: 43,809 SF x 2"A 2"x 0.30 = 2,190.45 CF 6 REVISED PER TOWN COMMENTS 02/15/2022 TOTAL REQUIRED = 2,216.70 CF 5 ADDRESSED FEIS COMMENTS 05/11/2021 GRASS: (1)12'CA.x 5'EFFECTIVE DEPTH LP'S 4 REVISED PER CLIENT'S REQUEST 02/18/2021 =(1)x 100.88 CF/FT x 5 FT. = 504.40 CIF DRAINAGE LEACHING POOLS 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 GRASS/LANDSCAPE: (2)12'DIA.x 12'EFFECTIVE DEPTH LP'S PERVIOUS: (2)12'DIA.x IZEFFECTIVE DEPTH DLP'S 2 ADDRESSED DEIS COMMENTS 07/17/2019 =(2)x 100.88 CF/FT x 12 FT 2421.12 CIF 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 TOTAL PROVIDED = 2,925.52 (2)x 100.88 CF/FT x 12 FT. 2,421.12 CF Number Revision Description Revision Date TOTAL PROVIDED = 2,421.12 CIF Designed By Date Submitted TC 01/20/17 Drawn By Date Created TQLT 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 R.E C ET I J. D MAR 2023vv PROPOSE® SITE 0 2 Southold l'ow- -n- DRAINAGE Planning Board _J rl A A141) GrIJADING PLAN Drawing Number. oF NEh1,p,' R W 06 C� D trMIZA AV% E E E Sheet of o Q 0925 3 24 10 A�O�ESSIO PWGC Project Number 'Ij Unauthorized alteration or addition < W to this drawing and related documents AVG1601 i NYSDOT CASE NUMBER 97500 of the a Violation of Section 7209 e New York State Education Law B-1 B-2 B-3 B-4 (EL.26.0'±) GROUND SURFACE (EL.28.0'±) GROUND SURFACE (EL.28.0'±) GROUND SURFACE (EL.30.0'±) GROUND SURFACE DARK BRN. , , , 1 DARK BRN. , , , 1 DARK BRN. , , , 1 DARK BRN. , , , 1 Al A 1 1 1 t l l 1 1 1 ORGANIC LOAM � � � 1 ORGANIC LOAM , , , 1 ORGANIC LOAM , , , 1 ORGANIC LOAM � � I " oLs , 11 15 OL6 � � � 1 16 � � � 16 � � � 1 215 11 1 1 " oL s 1 17" oL s 2 DARK BRN:BRN. ' ' ' ' ' ' 1 BRN.SANDY SILT ' 2 BRN.SANDY SILT I DARK BRN.-BRN. , I , • B SILT LOAM,TR.SAND I I I B 2 , , , B 2 LOAM,TR.GRAVEL, r , I 2 LOAM,TR.ROOTS =y - ' 2 SILT LOAM, , , , t A l ROOTS I I I I I I ROOTS OL 6 r A 2 TR.SAND,ROOTS , , , 3 • • 4 • • (OL)(6 1 1 I OL 6 ' ' ' (OL)(6) � BRN.SAND, • 2 2 BRN,SANDY SILT ' ' ' 2 2 17" ( )O a ' 0 2 4 1 g" LIGHT BRN.SAND, • • • 2 4 1611 TR.GRAVEs,SILT r,t �V`1611 LOAM,TR,ROOTS 3 3 TR.GRAVEL,SILT 6 • • • Strategic Environmental and Engineering Solutions B OL s�) • . ' B 2 SAND,TR.GRAVEL, o 0 o rJ (SP)(3b) • 7 • • • • • LITTLE SILT 6 11 . ' . 4 (SP-SM)(6) . ' . 5 . ' . 5 . ' . ■ . :: _ _ ■. 5 • 5 LIGH : GE • ' • 5 6 • ' • 5 5 „LIGHT BRN.-ORANGE • • 3 8 • • • 3 5 1$" SAND,TR.GRAVEL, • 3 1911 • 3 18 • f ■ ,,.`;,4' > 1$ 5 6 SAND,TR.GRAVEL, ® ® ® A Y10 LIGHT BRN.SAND, • . • • • • • •SILT • LIGHT BRN.-ORANGE •SILT$ SP 3b 6 SAND,T I GRAVEL, 5 (SP)(3b) 0 • • 630 Johnson Avenue.'. Suite 7 TR.GRAVEL,SILT • ' • • • • • • • (SP)(3b) • 0 • 6 TAN-LIGHT BRN. • • • 6 SILT • • 5 • • • • 4 71 g" ORANGE SAND, • • • 4 1811 (SP)(3b) • • • 4 4 17" • • • • 9 TR.GRAVEL,SILT • , • 6 ' • ' %61 ' 41111 ' Phone: 631 Bohemia589-6353 . Fax: 6361 589-8705 . • . 7 (SP}(3b) 8 • . • ' • ' E-mail: INFO@PWGROSSER.COM • , 6 6 LIGHT BRN.SAND, • • 5 6 LIGHT BRN.SAND, • • • 5 4 LIGHT BRN.SAND, • • 5 16" TR.GRAVEL,SILT • • • 5 19" TR,GRAVEL,SILT • • • 5 18" TR.GRAVEL,SILT • CONSULTANTS 10 • 0 • 10 7 7 (SP)(3b) • 0 • 10 5 7 (SP)(3b) • ' • 10 �/6 (SP)(3b)• • 6 • • 6 4 4 818" 6 71g" • 4, • 6 4181, • , • s 41911 • , • 7 8 5 6 8 • • • . g 5 6 • • , . • . • . . . • TAN-LIGHT BRN. • • • • ' ' • • 15 SAND,TR.GRAVEL, • • 15 • � • 15 TAN-LIGHT BRN. • • 15 • • �/6 SILT • • • 6 • • • 5 SAND, ' • ' S ' • ' -__ ,__-_ - (SP)(3b) • • • • 0 • 7 19 TR.GRAVEL,SILT • • • 6 19 • • • { 5 20' • • • 7 7 18" : : 6 " (SP)(3b) : • : 7 " TAN-LIGHT BRN. • • • :, $ • • • TAN-LIGHT BRN. • • SAND, • 2 • • • $ SAND, • • • �/7 ' • • 6 TR.GRAVEL,SILT ' • ' p0 : : : TR.GRAVEL,( SILT • • • : (SP)(3b} • N� RptIRO u - • • • • .. .. • • • • • • • • • < - .. 41111 • • • • "y15' .. ll 20 • • 20 • • 20 • • • 20 • • • ^,`'`?" B-6 0 �m • • • 6 • • • • • • 5 • � • '':"`✓''• RELOCATION tr 7 5 " 6 �) 1V WEST W $ • � • 8 �/7 19" 8 18 88 18" • • • g �/6 8 • • . • • • • • • • '4 220' • . • • • � • B-7 H o • . • . • • • • • • • • • • • : r ,. 5 LIGHT BRN.SAND, • ' • • ' • C BRN.SAND, • ' • • • • •;�: I TR.GRAVEL,SILT • • • • LITTLE GRAVEL, • ' • 25 • • • { B-5 " 25 t (SP)(3b) • ' . G.W.T. 25 • • • 25 TR.SILT • ' . . ' • , __._----� ,,. . n UNIFIED SOIL CLASSIFICATION 6 ` SOIL GROUPS TYPICAL NAMES AND SOIL SYMBOLS • : • 2` $ n • : • 7 n (SP)(3b) . • 6 • ' • o """'. t`' 3 9 19 19 s 19" �` 7 Y18"89 7 • 9 8 • at . 294`202'SQ.F7' 1a THRU 1d BEDROCK 6 ., END OF BORING 2T-0'• • $ END OF BORING 2T-0"• • $ END OF BORING 2T-0" • • • • G.W.T. 0R 6.75ACRES BY-2 GW WELL GRADED GRAVELS,GRAVEL SAND MIXTURES,LITTLE OR NO FINES o k 1' 00' S 28'1" >a 10' w w • • to -�._ POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, w W • 9:41AM I`'~ B-3 GP LITTLE OR NO FINES uW N SB EC C L A S S I F I C A T I O N S13 RE CLASSIFICATION u SB RE CLASSIFICATION , w " �`a' • � • v ..•, t " r GM SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURE 30 • • SGLaxa WO 6103- GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURE " 17.2 LIGHT BRN:BRN. n Faun B-5 B-6 B-� 3 SAND,TR,GRAVEL, ' • ' '� , SW WELL GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO FINES c 0 c SILT .� 10 4 2011 (SP)(3b) • • �"s SP POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES ' • ' EL.30.0'± GROUND SURFACE EL 29.0'± GROUND SURFACE • 0 0• - o 0 ( ) ( ) (EL.32.0'±) GROUND SURFACE ' ' 1 DARK BRN. , , , 1 DARK BRN. , , , DARK BRN. 4 ' • • ( SM SILTY SANDS,SAND-SILT MIXTURES o 1 2 ORGANIC LOAM 1 1 ORGANIC LOAM 1 1 ORGANIC LOAM ' ' ' 4046 • k " I I , �� OL 6 ' , ' 1 ' 1 1 • • '' "s,;... fSTOH fRWF a 0 SC CLAYEY SANDS,SAND-CLAY MIXTURES o ° 13 16 oL6 I , , 12 14 , , 1 1 15" OLs ' k� ,5 ` S BRN.-LIGHT BRN. i i i 2 BRN.-LIGHT BRN. I : F r " ' $ INORGANIC SILTS,VERY FINE SANDS,CLAYEY SILTS,SLIGHT PLASTICITY 10 3 SILT LOAM, I I I I , I ": B-"L _ ML SILT LOAM, , , I 2 � - I 2 SANDY SILT LOAM, I , I • �iELocArvoN 5 -= ;.ar` TR.SAND,ROOTS I I I • • `�<, 'Rzo'IQORTH�' •_- �- s INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS 9 1 , , 2 T( SAND , , TR.ROOTS • • • �� ? • "( �� o ; CL SANDY CLAYS,SILTY CLAYS 8 REVISED PER NYSDOT COMMENTS 2/03/2023 3OL 6 • 3 (OL)(6) i i i (OL)(6) ' • ' • � k sarru vw seswrrvw_:.. 2 y1511 • • 2 17" 6 " • • • 35 • • g i, `, � " ` ® ) OL' ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY I 1 1 7 REVISED PER TOWN COMMENTS 12/21/2022 • 4 BRN:LIGHT BRN. 2 16 "< ". , o 6 REVISED PER TOWN COMMENTS 11/23/2022 SAND,TR.GRAVEL, • • • t� BRN.SAND, s F INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILT 0 • • LITTLE GRAVEL, • ,,, F �' $ SILTY SOILS,ELASTIC SILTS 6 ti '�, MH 5 REVISED PER NYSDOT COMMENTS 09/15/2022 • " a $ 2TroRYT26MF`-'.,;'•... S 5 LIGHT BRN.-ORANGE • • ' 5 5 (SP)(3b) • • 7 11 1 g TR.SILT • • sue a- ,� .. 4 REVISED PER TOWN COMMENTS 02/15/2022 • 5 LIGHT BRN.SAND, • • (SP)(3b) • • • ate " s i •' a CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS e • $ SAND,TR.GRAVEL, • . 6 " • • 5 • p*0' � - •• .. - • 1� � ,� 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 " 3 1$ • 7 " TR.GRAVEL,SILT • • ..- ...I 3 YO 1$ SILT • $ • • 3 18 SP 3b • ' • ' -_"`^ OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS 2 ADDRESSED DEIS COMMENTS 07/17/2019 , I _. -- .,.R,..._...,.. ,(SP)(3b) • • • $ • • 9 • M ,_- -._.... _,,,�,_-,—�-- 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 • Number Revision De Pt PEAT AND OTHER HIGHLY ORGANIC SOILS scnp4on Revision Date • • 7 LIGHT BRN.-ORANGE ' • • ' • ""' :.- ALLOWABLE SOIL BEARING PRESSURES, N.Y.C. BLDG. CODE TABLE 1804.1 • 4 20° SAND,TR.GRAVEL, • • • • • • o- _M, ' o vw • . 7 • • • • MAfN ROAD Designed By Date Submitted • SILT • • • 6yIN RO25 CLASS OF MATERIALS MAXIMUM ALLOWABLE MAXIMUM ALLOWABLE TC O1/2O/17 • • • 8 (SP)(3b) • • • • 0 • • • • TOPOGRAPHICAL * FOUNDATION PRESSURE FOUNDATION PRESSURE Drawn B Date Created • • • 40 (Notes 1 and 3) Y 7 • ' • ' SURVEY OF PROPERTY {TSF> (kPa) TQLT 08/23/16 • • • • 1. BEDROCK(NOTES 2 and 7) • • • • • • • SlFUA7F0/N Approved By Scale • rj 1a HARD SOUND ROCK-GNEISS,DIABASE,SCHIST 60 5,746 • • • 5 6 1 g" • : • • • • • • SOUTHOLD 1b MEDIUM HARD ROCK-MARBLE,SERPENTINE 40 3,830 BG AS SHOWN • • . J, LAND SURVE','ING'. 6 • • • 12 5 20n • • • (� 7ot9HOFzumo(D SUFFOIkcomY,N.Y. 1c INTERMEDIATE ROCK-SHALE,SANDSTONE 20 1,915 Client. 10 • • 10 7 • • • 10 • • 5 • • tC.F.M.No.'rooaca a?-t5 1d SOFT ROCK-WEATHERED ROCK 8 766 • , • • • ",V"' .`.,u ;, STAtE}'. NW V NIIYT,2018 2. SANDY GRAVEL and GRAVEL(GW,GP)(NOTES 3,4,8,and 9) THE ENCLAVES 6 5 ' . ' 6 . ' . ; w ':, F - za DENSE 10 958 56655 ROUTE 25 • • • • 6 • • • r.' `�<,��-=,:::.r 2b MEDIUM fi 575 7 • • 4 $ 20 • • • 6 • 0 • 4 16" • • • • • 3. GRANULAR SOILS(GC,GM,SW,SP,SM,&SCXNOTES4,5,8,and 9)* SOUTHOLD! NY 7 • • $ • • • • \ 3a DENSE 6 575 • • 7 • • $ • • • • • 3b MEDIUM 3 287 Project' • ' • • ' • • • 4. CLAYS(SC,CL,&CH)(NOTES 4,6,8,and 9)* • • • • • • • • • 4a HARD 5 479 • • • ' • ' . • 45 BRN.SAND, • • • BORING LOCATION PLAN 4b STIFF 3 287 • • • • • • 4c MEDIUM 2 192 • • • • TR.GRAVEL,SILT SITE PLAN • • � • • • ' • ' '4 (SP)(3b) • • 0 25' 75' 150' ��'gALE: NT�D° 400' S00' 5. SILTS&SILTY SOILS(ML and MH)(NOTES 4,8,and 9)* • • • • 5a DENSE 3 287 • ' • • • • 13 5 1 g" ' • ' 5b MEDIUM 1.5 144 15 • • • 15 • ' • ' • • 6 ' • • 6. ORGANIC SILTS,ORGANIC CLAYS,FEATS,SOFT CLAYS, • 15 • • 50' 160' DRAWING SCALE: 1"=100'± LOOSE GRANULAR SOILS andVARVEDSILTS SEE 1804.2.1* SEE 1804.2.1 5 ' • ' ' • ' • • • 6 • • 7. CONTROLLED and UNCONTROLLED FILLS SEE 1804.2.2 OR 1804.2.3* SEE 1804.2.2 OR 1804.23 • ' • • • ■ 5 • • • • *REFER TO SECTION 1804.2 OR NOTES FOLLOWING TABLE 1804.1 IN N.Y.C.BUILDING CODE FOR ADDITIONAL INFORMATION Project Address: 5 7 6 20" TAN-LIGHT BRN. • • • 7 6 18" TAN-LIGHT BRN. • ' • 5 518" TAN-LIGHT BRN. • • SAND, • • • • • • 6 • • • • COMPACTION RELATED TO SPOON BLOWS/FOOT 56655 ROUTE 25 $ �/8 SAND, SAND, • • • STANDARD PENETRATION TEST-ASTM D 1586 TR.GRAVEL,SILT 7 "N" SOUTHOLD • • • TR.GRAVEL,SILT • • • TR.GRAVEL,SILT • • ♦ SAND&SILT CLAY (Y SPOON, HAMMER,30"FALL) (SP)(3b) • • (SP)(3b) • • (SP)(3b) • • LOOSE LESS THAN10 SOFT LESS THAN SPOON BLOW COUNT IS GENERALLY SHOWN • • • • • • • • • 50 0 • • MEDIUM 10T030 MEDIUM 4T08 a N-ERFOT BLOWINCREMENTSFOOT(N) USE ,TO OBTAIN SUFFOLK COUNTY NEW YORK e PER FOOT BLOWS PER FOOT(N)USE 2ND&3RD ! • • • • • • • • DENSE GREATER THAN 31 STIFF GREATERTHANST030 6.INCREMENT • • • • 5 • • • HARD GREATER THAN 30 County Tax Map Number: Contract Number. • ' • • ' • ' • ' J • NOTES CB-CASING BLOWS PER UD-UNDISTURBED SOIL 1000-63-3-15 • • • • „ ROTARY X-HEAVY SPOON 1FOOT DRIVE SAMPLE CASING CASING Regulatory Reference Number. • ' • 20 • ' • ' • • 14 20 • • SB-SPOON BLOWS PER NO-SAMPLE NUMBER 0 • • 0 • G • 5 • • • SIZE,INCHES 2.5 2.0 61NCH DRIVE FEET-DEPTH FROM GND.SUR. • • • • • P-PUSHED BY WEIGHT NOTED AT EACH 5' • • • • 6 • 1. SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. HAMMER WEIGHT,LBs. ,ao OF HAMMER WOH-WEIGHT OF HAMMER Title of Drawing: ,I 6 • • 5 • • 6 • HAMMER FALL,INCHES 30 WOR-WEIGHT OF ROD REC-SOIL RECOVERY IN INCHES • • • • • END OF BORING 52'-0" 7 " ' • ' 5 ' ' • ' 7 • • • 2. SOIL DESCRIPTIONS ARE IN ACCORD WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM, THE LIABILITY OF SOIL MECHANICS DRILLING CORP.,ITS OFFICERS OR EMPLOYEES,FOR ERRORS,OMISSIONS OR NEGLIGENCE RESULTING IN PERSONAL • • 7 " W INJURIES,PROPERTY DAMAGE OR ANY CONSEQUENTIAL DAMAGES,IS LIMITED TO THE AMOUNT OF THE FEE PAID FOR THIS REPORT.THE RETENTION 6 6 . • . 8 19 • 6 20 • • • • • * • LLU L"BR CLASSIFICATION OR USE OF ANY PART OF THIS REPORT WILL CONSTITUTE AN ACCEPTANCE OFTHIS LIMITATION OF LIABILITY.IF THIS IS UNACCEPTABLE,THE CLIENT BORING ��I � � V 8 • !�7 • $ • 3. GROUND WATER TABLE WAS MEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. MUST NOTIFY saLMECHANICS DRauNGCORP.tN WRITING BY CERTIFIED MAIL.WITHIN SEVEN DAYS FROM T14E DATE OF RECEIPT.THE FEE CHARGED FOR THIS REPORT IS BASED ON THIS LIMITATION OF LIABILITY WHICH IS THE ESSENCE OF THIS AGREEMENT.IF THE CLIENT WANTS A HIGHER • • • • ' • • • ' A LIMITATION OF LIABILITY,SOIL MECHANICS DRILLING CORP.,WILL NEGOTIATE ONE,BASED UPON A HIGHER FEE BEING CHARGED FOR THE ADDITION. w • • • • ' • ' • ' 4. SOIL STRATIFICATIONS ARE ACCUP,ATE TO WITHIN TWO FEET VERTICALLY. AL ASSUMPTION OF LIABILITY.SOIL MECHANICS DRILLING CORP.,ITS OFFICERS OR EMPLOYEES,HAVE NO LIABILITY OR RESPONSIBILITY TO • • • • • PERSONS OTHER THAN THE CLIENT FOR WHOM THIS REPORT WAS PREPARED.ANYONE,OTHER THAN OUR CLIENT,RELIES ON THIS AT THEIR OWN RISK. AND BORING ORI O LOGS • , • • • • • • 5. SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER. • • • ' • ' • • ANDREW V.GIAMBERTONE&ASSOCIATES,ARCHITECTS,PC 5 � • 4 25 0 • 0 5 • • 6. SOIL TEST BORING GROUND SURFACE ELEVATIONS SHOWN ARE REFERENCED TO TOPOGRAPHICAL SURVEY- 62 ELM STREET '2 • • • • • PROVIDED BY:ANDREW V.GIAMBERTONE ASSOCIATES&ARCHITECTS. HUNTINGTON,NEW YORK 11743 7 8 7 • 20° • • • 9 20" • • • $ i • i �a OF NE w Drawing Number. U 7 7 . ' . . ' . 7 20 SOIL MECHANICS DRILLING CORP. o 8 • 7 • 8 • ' . _._-- subsoil investigations A\ ND R E w 2046 W END OF BORING 27'-0" END OF BORING 27'-0 END OF BORING 2T-0" 3770 MERRICK ROAD * SEAFORD, NEW YORK 11783 * 516 221 -2333 LL1~ W MAR 0 2 2023 SUBSURFACE INVESTIGATION * �� * ® E uU_NN7SSFEICLASSIFICATION LWL SB RE CLASSIFICATION twi N SB E CLASSIFICATION OD PROPOSED 2 STORY HOTEL r w m Sout odd I°Wn ROUTE 2 5 6 E Planning Board p Sheet of o ® SOUTHOLD, NEW YORK ¢ M VERTICAL BORING SCALE: DRAWING DATE: DRAWING NUMBER �(� 092523 11 24 .�, 1/2"=V-0"UNLESS NOTED OTHERWISE DECEMBER 27,2016 p �/t c �c.� DATES OF BORINGS: DRAWN BY: CHECKED BY: REVISED DATE: 16L805.7ES JIO ' Z: 16LDWGS 16L805.7 F PWGC Protect Number. LL DECI CV SHEET 1 OF 1 Unauthorized alteration or addition i to this drawing and related documents AVG 1601 Z NYSDOT CASE NUMBER 97500 is a violation of Section7209 M 0 of the New York State Education Law F � o a a J i TOWN HARBOR - - LANE qs WITH LINE OF EXISTING TO BE RENOVATED AND WOOD POSTS °� !'a H I .y* DRIVEWAY TO BE EXISTING t STORY FRAME i SHED VATE c __ REMOVED INCORPORATED INTO MAIN w RELOCATE EXISTING STRUCTURE a Strategic Environmental and Engineering Solutions PROPOSED FIRE cYi PROPOSED j STORY FRAME ' HYDRANT o m CART PATH `r u GARAGE TO REMAIN ^' 31 O.00' NYSDOT TYPE 3 x °e 07 4'40"E DRIVEWAY ENTRANCE „y + p� o W 3 622.78' ........... SIGN o W. 4 , w , _- SO7°38'10"E ¢ SFM. - SF _ SF SF SF S w w a> - ...� -- o-•SF ""� SF' o { F NEW PROPOSED ARE WELL SF SF •'�• '�� 'n� �� .. SF .. - S ... .... ... .... - A mo DRIVEWAY .... Lr) G L SF SF.. b in o d R20' N i IRRIGATI S WELL cal 630 Johnson Avenue. . Suite 7 r m� III z� X T Q F-t Bohemia . NY . 11716-2618 01 1 I EIS 'G I- m ..\.. o Phone: (631) 589 6353 . Fax: (631) 589-8705 § N 1j20 : :..':' Z 'SUPERPAVE'WARM MIX ASPHALT E-mail: INFO@PWGROSSER COM o iti 23 G TO 2 STORY ¢ Q (SEE DETAIL ON DWG.No.702) R28' 2 c R28' /. 18 0" 7O STRUCTURETOREMAIN Z PROPOSED RESTAURANT II IGN CONCRETE SIDEWALK CONSULTANTS NYSDOT ITEM 680.0101 PROPOSED EVENi RM. + } `,;: ' '"' ,:d:'•, '.• o '` PROPOSED HOTEL (NO BASEMENT) 26.5 ARB GE WI BASEMENT b X TWO(2)STORIES W/BASEMENT 4,472 SF 28 _` AREA z 4 SEATS _ ................. q.�. .. + R4'-0" + / J z F:27.5 + O'MIN 26,272SF - O Ik i +•, R4,-0„ 3 FROPOS ,. : -.:.... O �� o '- R5.5., w ;�>: �: '�'�ti:+ .. OPOSEDA � 19'S" 0 23 :'' E TING-STR m TOPSOIL-ROADSIDE v R3 O ` a 1 8 MIN. :, R2 \ © 4 z 29 p TYP. g'-p z 1ZHIc W NYSDOT ITEM 610.1402 I Z Z ° d TURF ESTABLISHMENT-ROADSIDE G - \ O .... ' NYSDOT ITEM 610.1601 G G w w t8F0• +, J • a \\ Z Z SIG NYSDa, • R2 4 ` R2, OT TYPE .a,j� 75 S>.P:, R32,_8„ LA RE • :. EW 50' 251 ST.Pi b \ GARDEN s- F.E. , WN/SCULPTU p O O \ \ •. R1 R 1- F- ENTRANCE " 3FRON oc SEj . .,.,.. R3' I I. .. - F N I \ R10 C � :,,../ +p 11 � o .';; ......: ��, `„'SETB LL1 Q oc pR OSEDREP TYP. R23'S ,_5., ASMOl1T W IL GRADE L.30.5' I b I 0 2 iR 10` R7-13 ` t _ s s PROPOSED „ 26`-0" NEW PROPOSE$YDRIVEWAY N w z PARKING r � AND PARKING _ � O a AREA • HOT t \ 6'6" v -OTTAGE i \, X TUB 06,)SF ZCHESS BOARD LL a t �a I ( a �4 '�^' .,.,.M..«M,...,.:..�.n...,,,.. ++\.....w•.w.:,»n,.«....•_ •. P L CA ANA � H 8 'a . . 520 - • 3 `TW:3 � 3 HED Ik- '\ B :27.25...... BW:_2:T:25 QI: :` o Rr• 1 cb R oec`Orin 4°4 ,�yU � NO : r, S COTTAGE ,...x.. .. ....`.., a ¢ p HOT .I � -•..I Cam,:. PROPOSED 2.5 H .._. : :: : �: :: L. ��� • ;, 5 2. TUB : _:.... ,_:....: �. ,..:....� a.... ,..:...: -., , 26.w ` ; � � cb � O _w+ ¢ „„a, S! R(TAINING WALL /� GRADE EL.27.57 + 0" w EL: 7.2 FF EL.32.0' J¢ Z J « Y \:i ' }SOT o _ J m fY 0 TUB I o LAND NOW OR FORMERLY OF u- 3 i -L__-_-_, `\ a EUGEN TOMASIC&MIRELLA TOMASIC60 cup HOT COTTAGE 3 RIaGE iiSi " RIDGE. 9 D PROPOSED FRONT 3 3 y' ;^ - SIG a TUB 6'�Sr POOL REA \ YARD SETBACK Z z S.C.T.M. N0. 1000-63-03-14 a g , w E N r I \` i S o (IMPROVED,CONNECTEDTO PUBLIC WATER) „ \ \.bi 2 GRADE EL.27.5 0 o m T . (..'..`' HOT a v: 20'-0" i P YCOURT 6 ..0 G \ ICI � O \ �i COTTAGE4 An BW:27.20 BW:27.25 ILZ c:` 9 HOT SRC 6¢ Ili II TUB TW:30.5 RAMP- TW:30.5 rA„r.......................:: lF: PROPOSED ;'�• iiiiii:i_iii:'+ a I LAND BANKED uRR ... .......,._...__..............._: : • ' CUST LANE 2a PARKING 10 WALKWAY PROPERTY r AREA O O LINE Z � • .�}•--PROPOSED FIRE HYDRANT R o" \ 13 + 1 i 1 1 R10' J SETBACK 20 i � �' P. � � P• `? O �.. ............. EA + i :.::::c::::::;::::ii osEo g, j R15' LAND FORMERLY OF ' R20' ' 1 NOW OR PR 1 1 + io 1 . ; ., g g z + 4' _\ a.........._at itttc ai:: ttjt� 4 NEW PROPOSED DRIVEWAYARBAGE 9'-0^ ' • JANET L. RYAN cb AREA Rq, ��-�- -� ' R8 - - SIGN 31" - - ; t. - cn S.C.T.M. N0. 1000-63-03-13 • '^ Cl) PROPOSED PARKING AREA \ • = wl . f a 4 R33' �l ° 32 R4 I (IMPROVED CONNECTED TO PUBLIC WATER) �s 1 m C7i`� R14' 'a .- TIP. R ch .. N PAi o-:'.'.. � } =O REaR RYA ; �I � ;...+;: � '' 19 6 R " is �..i.--N.�i,--ice°-ter.■-°��-- ° " ' •. S � I , :• r� N 55 50"W 616.57' t b 10 \ _...... 11 33 `� ,` _..... 10 ]9 ,. o N = `i 9 REVISED PER NYSDOT COMMENTS 02/03/2023 $ REVISED PER TOWN COMMENTS 2/21/2022 `� LAND NOW OR FORMERLY OF 7 REVISED PER TOWN COMMENTS 1/23/2022 09/15/2022 CHARLES W.WITZKE 5 REVIISED PER TOWN SED PER OCOMMENTS COMMENTS 02/15/2022 a��$�� S.C.T.M. NO. 1000-63-03-28.1 4 ADDRESSED FEIS COMMENTS 05/11/2021 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 N05°30'56"W (IMPROVED,CONNECTED TO PUBLIC WATER) 51.34' 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 LAND NOW OR FORMERLY OF Number Revision Description Revision Date PILLES REALTY HOLDING LLC ' Designed By Date Submitted S.C.T.M. NO. 1000-63-03-12 TC 01/20/17 EROSION & SEDIMENT CONTROL PLAN Drawn ed Date Created TI 08/23/16 Approved By Scale SCALE: 1" = 40' BG AS SHOWN r., ;, Client 0 40 80 1 11 i ll y✓j;fs 22 1 I 1 STANDARD AND SPECIFICATIONS FOR ' ,. 56655 ROUTE 25 CONCRETE TRUCK WASHOUT SCALE: 1" - 40' Sediment and Erosion Control Notes _ ® � . ' ? 1 #., SOUTHOLD, NY liquids into the round.The liner shall be plastic 1. THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE sheeting with a minimum thickness of 10 mils with no holes INSTALLED PRIOR TO THE START OF CONSTRUCTION. ADDITIONAL EROSION \\ or tears,and anchored beyond the to of the it with an Proposed Notes earthen berm,sand bags,stone,or other structural CONTROLS MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT MAY h appurtenance except at the access point. DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY THE Protection Elements SITE PLAN OWNER OR DESIGNATED OWNERS REPRESENTATIVE. THE FOLLOWING GENERAL if pre-fabricated washouts are used they must ensure the CONDITIONS SHALL BE OBSERVED. -�\ 's?'�� ,, `; >_, „� �, - . •.::a, � capture and containment ofthe concrete wash and be sized based on the expected frequency of concrete pours.They STRAW BALES A. ANY EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE ER ION CONTROL \ �.> shall he sited as noted in the location criteria. 't PROTECTED AND REMAIN UNDISTURBED. g Maintenance B. Project Address: CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE Sediment and Erosion Control Grading SF SILT FENCE 56655 ROUTE 25 ' concrete washout facilities shall be inspected daily. C. THE LENGTHAND STEEPNESS OF CLEARED SnLOPESASHALLABEAMINIMIZED S TO All c P Y Damaged or leaking facilities shall be deactivated and REDUCE RUNOFF VELOCITIES AND QUANTITIES. SOUTHOLD repaired or replaced immediately. Excess rainwater that D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. has accumulated over hardened concrete should be 1. ALL 1:2 & 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING E. SEDIMENT SHALL BE TRAPPED ON THE SITE. I III SUFFOLK COUNTY, NEW YORK Definition&Scope pumped to a stabilized area,such as a grass filter strip. CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT FILTER FABRIC DROP INLET PROTECTION • Accumulated hardened material shall be removed when EROSION WILL BE PREVENTED. NECESSARY MEASURES SHALL INCLUDE, BUT county Tax Map Number. contract Number: A temporary excavated or above ground lined constructed pit ?5%ofthe storage capacity ofthe structure is filled. Any NOT BE LIMITED TO, HAY BALES, AND SILT FENCE, AND SHALL BE MAINTAINED SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND 1000-63-3-15 where concrete truck mixers and equipment can be washed excess wash water shall be pumped into a containment FOR THE DURATION OF CONSTRUCTION AS WELL AS FOLLOWING THE MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW Regulatory Reference Number: after their loads have been discharged,to prevent highly vessel and properly disposed of off site. YORK STATE STANDARD AND SPECIFICATIONS FOR EROSION AND SEDIMENT - alkaline runoff from entering storm drainage systems or • COMPLETION OF CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED " Title ofOrawing, leachinginto soil. Dispose ofthe hardened material On-site i a PLANTINGS HAVE BECOME ACCLIMATED ESTABLISHED. CONTROL, LATEST EDITION". construction/demolition landfill.On-site disposal may he � LANDGRADING AREAS Conditions Where Practice Applies allowed ifthis has been approved and accepted as part of 2. SEDIMENT BARRIERS SILT FENCE, HAY BALES OR APPROVED EQUAL SHALL BE the projects SWPPP.In that case,the material should be 2. EXISTING TREES TO REMAIN - SHOWN WITH LIMIT OF TREE CANOPY- rec 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 o Washout facilities shall be provided for every project where Y P concrete will be poured or otherwise formed on the site.This minimum of 2 feet of clean compacted earthtill that is REMAIN PRIOR TO EXCAVATION, GRADING, CLEARING OR GRUBBING. TREE AND SHOULD BE MAINTAINED FOR THE DURATION OF THE WORK. NO SEDIMENT SEDIMENT A N D facilitywill receive highly alkaline wash water from the permanently stabilized to prevent erosion. PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, I STABILIZED CONSTRUCTION ENTRANCE g y The lactic liner shall be replaced with each cleaning of WETLANDS OR ROADS. EROSION '® CONTROL cleaning ofchutes,mixers,hoppers,vibrators,placing t' P g SHEET C-400. equipment,trowels,and screeds.Under no circumstances will the washout facility. m wash water from these operations be allowed to infiltrate into • inspect the project site frequently to ensure that no 3. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH the soil or enter surface waters. concrete discharges are taking place in non-designated THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. areas. DUST CONTROL Ilk I Design Criteria 4. PROPER MAINTENANCE OF EROSION CONTROL STRUCTURES IS TO BE w PERFORMED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED Capacity: The washout facility should be sized to STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, contain solids,wash water,and rainfall and sized to CLEANING OF SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR OF SEDIMENT CURB DROP INLET PROTECTION allow for the evaporation of the wash water and BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND CLEANING Drawing Number: rainfall.Wash water shall be estimated at 7 gallons pF NEW per chute and 50 gallons per hopper ofthe concrete AND REPAIR OF INLET PROTECTION. �� bV y pump truck and/or discharging drum. The minimum P ND R E{y �� o size shall be 8 feet by 8 feet at the bottom and 2 feet 5. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING P C,p CONSTRUCTION. r'' SOIL STOCKPILE AREA E O0 deep.If excavated,the side slopes shall he 2 � 4- yF �� G� * ® a E horizontal to I vertical. W k:4 1, M A y y T 6. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENTD �- - a'�' s� r $ ED Location: Locate the facility a minimum of 100 feet from SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE t, drainage swales,storm drain inlets,wetlands,streams and CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS I �R ® _ Sheet of o other surface waters.Prevent surface water from entering the PERMANENTLY STABILIZED. 2 2023 0 N structure except for the access road.Provide appropriate access with a gravel access road sloped down to the structure. f 092523 12 Signs shall be placed to direct drivers to the facility after their j JULI IOid �OWn AQ g load is discharged. P�_Planning Board /rOFESSI� PWGC Project Number. Unauthorized alteration or addition z Liner: All washout facilities will be lined to prevent to this drawing and related documents AVG 1 601 z NYSDOT CASE NUMBER 97500 is a violation of Section7209 0 of the New York State Education Law 3 0 a a SYMBOL SYMBOL SYMBOL SAND BAG OR SYMBOL 2'MINIMUM LENGTH ALTERNATE WEIGHT FLOW 2"X4"WOOD FRAME OF 2"X4" ALTERN STAKE 2"x 4"WEIR 4"VERTICAL FACE 1.5'MAX. 2"STONE r FABRIC 2-- "x 4"SPACER FILTER CLOTH BEDDING DETAIL WIRE MESH ? NOT TO SCALE 3'MIN. DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%. V V J INLET TO PIPEStrategic Environmental and Engineering Solutions ff ri gip. UMAXIMUM SPACING OF 2"X4"SPACERS ANGLE FIRST STAKE TOWARDS DITCH OR DIVERSION TO -_11 1 ­1 PREVIOUSLY LAID BALE. 40& 411111W DIVERT SURFACE FLOW DROP INLET BURIED FABRIC ■ 8 Y WITH GATE FLOW 4W& &W& 4M- 2"X 4" JL -I- BENCH FRAME CHOIRS AL dL GRADE 2-3% HR A ANCHORS ryv DIST. BOUND BALES PLACED 4W& 40M ON CONTOUR. 630 Johnson Avenue. . Suite 7 .ML� iL JL JL AL .1"_ WL ai. .0, -ML STONE Bohemia . NY - 11716-2618 '1k 1'MIN.2 RE-BARS,STEEL PICKETS A. A. 0% Phone: (631) 589-6353 - Fax: (631) 589-8705 OR 2"X2"STAKES PLACED -111A. '4k E-mail: INFO@PWGROSSER.COM I 1/2'TO 2'IN GROUND. Y 14*4 I)y -MI& A" - 'Ok q GATHER EXCESS DRIVE STAKES FLUSH WITH 1% _J 41 A q "k CLOTH TOP OF BALE. 4h, *4k -% 1% AT CORNERS I I IM SPACER ANCHORING DETAIL 11 Y "Ok MESH CONSULTANTS NOT TO SCALE IL�11t1l N 6MIN. X AL 2"x 4"WEIR 41111111111111, CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS 111111171911111 CONSTRUCTION SPECIFICATIONS X Y(MAX) 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85.BURLAP MAY 1.SALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A BE USED FOR SHORT TERM APPLICATIONS. 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85. ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2 20' 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF 3 30' JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 2.WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4"CONSTRUCTION 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4)INCHES,AND 4 40' GRADE LUMBER. PLACED SO THE BINDINGS ARE HORIZONTAL. 3.STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A LENGTH OF 3 FEET. 3.WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. RE-BARS DRIVEN THROUGH THE BALE.THE FIRST STAKE IN EACH BALE SHALL 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR. BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 4.THE WEIR SHALL BE SECURELY NAILED TO 2"x 4"SPACERS BALES TOGETHER.STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 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. 5.THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED PROMTLY AS NEEDED. 6.A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST BY 2"x 4"ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO OF THE FABRIC FOR OVER FLOW STABILITY. INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. MAXIMUN DRAINAGE AREA I ACRE MAXIMUM DRAINAGE AREA 1 ACRE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE FILTER FABRIC U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE STRAW BALE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DIKE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DETAIL NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION WOVEN WIRE FENCE SYMBOL SYMBOL SYMBOL (14 1/2 GAUGE EXISTING W/6"MESH 3' PAVEMENT 10'C.TO C. SPACING) 7 CONSTRUCTION SPECIFICATIONS 0 36"LENGTH FENCE EXISTING FILTER MOUNTABLE BERM 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING POSTS DRIVEN 16" GROUND PO CLOTH PROFILE (OPTIONAL) CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT 7 77-7 77_7 7-�-7- INTO GROUND. CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. 2. ALL SEDIMENT CONTRCL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, 7 HEIGHT OF FILTER APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT STABILIZE ENTIRE PILE WITH VEGETATION ..: _4 7 16" EXISTING CONTROL PLAN AND THE"STANDARDS AND SPECIFICATIONS FOR SOIL EROSION OR COVER 7�t AND SEDIMENT CONTROL IN DEVELOPING AREAS". 77 8" 2 SLOPE OR LESS GROUND W WW3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED 1 EXISTING W IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. PAVEMENT W PERSPECTIVE VIEW 4. AREAS TO BE FILLED SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO - -W , W W W PLAN VIEW REMOVE TREES,VEGETATION,ROOTS OR OTHER OBJECTIONABLE MATERIAL. W W W 36"FENCE POST 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF W W % W W W W W W W 11 W W W WOVEN WIRE FENCE(14 1/2 GAUGE W W W W , W W W 10 6. NT W/6"MESH SPACING)WITH FILTER ALL FILLS SHALL BE COMPACTED AS REQUIRED TO ROREDUCE EROION,SLIPPAGE, W W W W W W W 9 CLOTH 20" CONSTRUCTION SPECIFICATIONS SETTLEME ,SUBSIDENCE OR OTHER RELATED PBLEMS.FI S LL INTENDED TO 8 REVISED PER NYSDOT COMMENTS 02/03/2023 FLOW SUPPORT BUILDINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED 7 REVISED PER TOWN COMMENTS 12/21/2022 UNDISTURBED GROUND 1.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 6 .REVISED PER TOWN COMMENTS 11/23/2022 COMPACTED SOIL 2.LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE 7. ALL FILL TO BE PLACEDAND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES 5 REVISED PER NYSDOT COMMENTS 09/15/2022 EMBED FILTER CLOTH A 30 FOOT MINIMUM LENGTH WOULD APPLY). IN THICKNESS. 4 ' REVISED PER TOWN COMMENTS 02/15/2022 6"IN GROUND. 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. 8. EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN SILT FENCEs�o 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 4"ILL.- PARTICLES,BRUSH,ROOTS,SOD,OR OTHER FOREIGN OR OTHER OBJECTIONABLE 2 ADDRESSED DEIS COMMENTS 07/17/2019 SECTION VIEW 4.WIDTH-TWELVE(12)FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT (WITH WIRE FENCING POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE MATERIALS THAT WOULC INTERFERE WITH OR PREVENT CONSTRUCTION OF SUPPORT IN SLOPES>2:1) 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 104/1112017 CONSTRUCTION SPECIFICATIONS ENTRANCE TO SITE. SATISFACTORY FILLS. Number Revision DescHipbon 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 CONSTRUCTION SPECIFICATIONS Date Submitted Designed By 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OF STONE. NOT BE INCORPORATED IN FILLS. TC 01/20/17 OR STAPLES.POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD. 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. INSTALLATION NOTES 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. DEVELOPMENT. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. Approved By BG Scale AS SHOWN FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE,6"MESH OPENING. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. Client. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL 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. 3. UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SURROUNDED 22 MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. MUST BE REMOVED IMMEDIATELY. WITH EITHER SILT FENCING OR STRAWBALES,THEN STABILIZED WITH 56655 ROUTE 25 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING VEGETATION OR COVERED. 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FINISHED GRADING. SOUTHOLD, NY 4. SEE SILT FENCE DETAIL ABOVE. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 14. STOCKPILES,BORROWAREAS 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 NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NEWYORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SILT FENCE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIFICATIONS SOIL STOCK PILE DETAIL NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE SITE PLAN EROSION CONTROL Protect 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 05 DETAILS Drawing Number. Ir %JF NEW J, DREW 0 Fp, Al F E =3011 t MAR 0 ke" 2023 E5 F Sheet of sOuthoid-1 o-w- n < 0925 3 13 24 Planning Board Css' PWGC Project Number. LL ail Unauthorized alteration or addition z L- to this drawing and related domments AVG1601 NYSDOT CASE NUMBER 97500 is a violation of Section 7209 of the New York State Education Law 0 12" (MIN.) 50' MIN. LENGTH MEASURED ALONG t OF CONSTRUCTION ENTRANCE / EXIT (SEE NOTE 1) HIGHWAY EDGE OF PAVEMENT ....................-.__......... ----•---............-....................-_........-------- ......-........................................._......._.....-------------------...._..............................................-................................_. 24" TRANSITION (TYP.) OUTSIDE EDGE APPLICATION NOTES: OF TRAVEL LANE j G" CRUSHED STONE A. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE/EXIT IS TO REDUCE OR I OR GRAVEL MIN. 12" MIN. COVER OVER PIPE� ELIMINATETHE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS. I 12" (TYPJ � f- - ��'^ GENERAL NOTES: GEOTEXTILE STABILIZATION, 1. MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS. arir, STRENGTH CLASS 1 ��� `�` � �.-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 CONSTRUCTION ENTRANCE / EXIT MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL GRADE AS NECESSARY 70 PROVIDE SMOOTH SAG ORIGINAL BYTHE ENGINEER. Strategic Environmental and Engineering Solutions VERTICAL CURVE ALONG CONSTRUCTION GRADE \ --DRAINAGE PIPE, 12" MIN., IF NECESSARY ENTRANCE / EXIT (SEE NOTE 3) (SEE NOTE 2) 3. DRAINAGE PIPES OVER 20" DIA, THAT ARE NOT BEHIND A ROADSIDE BARRIER SHALL - INCLUDE SAFETY END SECTIONS OR GRATING TO ENSURE TRAVERSABILITY. TYPICAL CONSTRUCTION ENTRANCE / EXIT PROFILE (CUT AND DITCH SECTIONS) 4. THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND, PLACE Dr ® ® y GEOTEXTILE OVER THE ENTIRE AREA THEN PLACE 6" OF •3 CRUSHED STONE OR GRAVEL ENTRANCE MATERIAL UP TO THE EDGE OF PAVEMENT. ° HIGHWAY EDGE OF PAVEMENT 5. LAYOUT DRIVEWAY OPENING PER TAPER METHOD OF LAYOUT FOR A MINOR COMMERCIAL d o D 50' MIN. LENGTH MEASURED ALONG f OF CONSTRUCTION ENTRANCE / EXIT (SEE NOTE 1) 1 OUTSIDE EDGE DRIVEWAY ON STANDARD SHEET 609-03. 630 Johnson Avenue. . Suite 7 - � OF TRAVEL LANE 6. DETERMINE DRIVEWAY WIDTH "W" FROM THE MINOR COMMERCIAL DRIVEWAY CLASSIFICATION OF TABLE 1 ON STANDARD SHEET 608-03. Bohemia . NY . 11716-2618 24" TRANSITION (TYP.) __- I 7. INSPECT THE CONSTRUCTION ENTRANCE / EXIT AT LEAST WEEKLY FOR SEDIMENT Phone: (631) 589-6353 . Fax: (631) 589-8705 ._.__._..__._......_._._..._ ___ _ ACCUMULATION WITHIN THE STONE SURFACE AND FOR GENERAL SURFACE CONDITION. E-mail: INFO@PWGROSSER.COM -GEOTEXTILE STABILIZATION, 8. PERIODIC MAINTENANCE IS REQUIRED IF SEDIMENT IS TRACKED ONTO PAVEMENT AND COST STRENGTH CLASS 1 OF MAINTENANCE WILL BE INCLUDED IN THE UNIT PRICE BID. CONSULTANTS TYPICAL CONSTRUCTION ENTRANCE / EXIT PROFILE (FILL SECTIONS) PLAN DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY A I (SEDIMENT FILTER LOG) i I I i DRAINAGE PIPE i (SEE NOTE 2) % i WIDTH "W" R3 CRUSHED STONE OR GRAVEL (SEE NOTE 6) NOMINAL 2X2 WOOD POST SEDIMENT o III 1 GEOTEXTILE STABILIZATION; M 1.5 STRENGTH CLASS 1 FILTER LOG r —1:2 SLOPE (TYP.) 1 1 FILL MEETING THE REQUIREMENTS (HEIGHT 6") OF EMBANKMENT MATERIAL DIRECTION I ,\ \ OF SURFACE 6 W / GRADE TO OF RUNOFF FLOW SURFACE FLOW 1 I i I i II r I I I SEE TABLE 1-��....� X I / - - - - � r�- - - - - - - - - - - - - - - - -� SEE NOTE 3--�., 50' MIN. LENGTH "L MEASURED ALONG rL OF CONSTRUCTION ENTRANCE / EXIT 1 i i BOTTOM OF DITCH-\ " III 90 DEGREES- DRAINAGE w / I I I ° STRUCTURE WALL ° TYPICAL CONSTRUCTION ENTRANCE / EXIT SECTION A - A ll t ) I i I 12' (MIN.) I v \ I 1 LJ FILL MATERIAL AND -�-__� f 1 I TEMPORARY SEED AND MULCH -�-- e l T� \\\ TABLE 1 CROSS SECTION X HIGHWAY SPEED CONDITION DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY III \ 1.5 a 2 ALL SPEEDS - PROTECTED BY BARRIER (SEDIMENT FILTER LOG) I 1 3 < 50 MPH 6 z 50 MPH I w Iw NOTE: HIGHWAY WORK PERMITS SIDEWALK WITHIN NYS RIGHT-OF-WAY TYPICAL CONSTRUCTION ENTRANCE / EXIT PLAN THESE ARE FOR USE WITHIN THE NYSDOT RIGHT-OF-WAY (N.T.S.) (CUT/DITCH AND FILL SECTIONS) -- WELDED WIRE FABRIC (W2.9 6" X 6" WIRE ..............................................._......_...... `REINFORCEMENT MAT PLACED AT MID C S MINIMUM FOR NEW THICKNESS OF THE SIDEWALK) OR FIBER CONSTRUCTION. REPLACE REINFORCEMENT, SIDEWALKS CROSSING EXISTING WALK AT EXISTING / COMMERCIAL DRIVEWAYS MUST BE OFFSET. \ti REINFORCED WITH WELDED WIRE FABRIC. 11 - � 5' /-4" TOPSOIL, COMPACTED, SEEDED 10 R.O.W. 6 / AND MULCHED 9 REVISED PER NYSDOT COMMENTS 02/03/2023 ITEM 610.1602 - ESTABLISHING TURI 8 REVISED PER TOWN COMMENTS 2/21/2022 ITEM 610.1403 - PLACING TOPSOIL 1.5% MAX...--- / 7 REVISED PER TOWN COMMENTS 1/23/2022 I I— �T r. > c. • of PED.ACCESS ROUTE/ n n - ""'-' 6 REVISED PER NYSDOT COMMENT 09/15/2022 BUFFER ZONE SIDEWALK WIDTH SLOPE TRANSITION L...-I 11-! ` A I i 5 REVISED PER TOWN COMMENTS 02/15/2022 WIDTH VARIES 4'-0"MIN. MATERIAL AND i — ) (� ,^ C� ��� c, 4 ADDRESSED FEIS COMMENTS 05/11/2021 (SEE NOTE 13) WIDTH VARIES I"- ` - _ _ - l� !r`-• \ Ir -ROOT CONTROL FABRIC, TIE INTO ' i— 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 ;.—._ —..; ----;_-- -;_----- --"-.----ROOT REQUIRED; ADJACENT EXISTING GROUND —i — -•-• ;-•--•- TO TREES, TO FULL DEPTH 2 ADDRESSED DEIS COMMENTS 07/17/2019 CURB TYPE VARIES OF SIDEWALK AND BEDDING. 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 (SEE 609 SERIES STANDARD SHEETS) Number Revision Description Revision Date " \-CONCRETE WALK, 4" THICK TYPICAL. 14) 1.5/o M SLOPE \ 6" THICK THROUGH DRIVEWAYS. SEE NOSE REMOVE, REPLACE AND ' ITEM 608.0101 - CONCRETE SIDEWALKS Designed By Date submitted vAFt1Es - A RESTORE UNSTABLE SUBGRADE ` AND DRIVEWAYS (CLASS D CONCRETE) TC 01/20/17 V R/ES AS ORDERED BY ENGINEER. \ Drawn By Date Created \•6" FOUNDATION BEDDING TQLT 08/23/16 ITEM 304.12 - SUBBASE COURSE, TYPE 2 Approved By Scale SURFACE TYPE 6"SUBBASE 6"MIN.SUBBASE,WHERE CROSS-SECTIONAL VIEW BG AS SHOWN Client (SEE NOTE 13) REQUIRED(SEE NOTE 9) THE ENCLAVES 6"MIN.SUBBASE,WHERE 4"CONCRETE SIDEWALK REQUIRED(USE NOTE 9) (6"AT DRIVEWAYS) 56655 ROUTE 25 SEE PAVEMENT _ ............_..................................._.............................................._25�................................._......_..........................................._.........., SOUTHOLD NY CUT RECONSTRUCTION OPTIONS VARIES 5' �TOWREMAIN EXISTING WALK Project: ' A AND B ON THIS SHEET TYPICAL SIDEWALK CROSS SECTION CURBED ........................ 4 ( U NYSDOT DETAILS WITH BUFFER ZONE SCALE: NTS �' t / 1/2" PREMOLDED - SAW CUT OR WET SAW CUT SIDEWALK Project Address BITUMINOUS-IMPREGNATED��-� Y. CUT CONCRETE " AT JOINT NEAREST DEPTH FULL WIDTH AND 4 D r WITH TROWEL OR o CONSTRUCTION 56655 ROUTE 25 II JOINT TOOL, 2" c LIMITS. SLAB. I ° ° MINIMUM DEPTH, SOUTHOLD EXPANSION CONTRACTION i FULL WIDTH OF CONSTRUCTION SUFFOLK COUNTY,�. JOINT \ JOINT CONCRETE SLAB. �. JOINTNEW YORK County Tax Map Number: Contract Number: 1000-63-3-15 PROFILE VIEW Regulatory Reference Number- NOTES- Title of Drawing: 2"TOP COURSE ITEM PCOU SE 1) THE GRAVEL OR STONE BASE SHALL BE PLACED ON A WELL GRADED AND COMPACTED SUBGRADE. THE GRAVEL OR STONE BASE SHALL BE THOROUGHLY COMPACTED. 3"BINDER COURSE NYSDOT TYPE 3 2) ALL EXPOSED SURFACES SHALL BE BROOMED AND EDGES FINISHED WITH A 1/4' RADIUS EDGING TOOL. THE FINISHED CONCRETE SURFACE SHALL ITEM 404.198901 CLEAR, 0 ELLOWING CURING COMPOUND. BE TREATED WITH A EAR, NON Y / , 3) NO CONCRETE SHALL BE PLACED BEFORE APRIL 20TH, OR AFTER OCTOBER 31ST. NO CONCRETE SHALL BE PLACED UNLESS THE AMBIENT AIR AND '.' �� �/��/��/��/� 6"BASE COURSE IN TWO 3"LAYERS BASE MATERIAL SURFACE TEMPERATURE IS ABOVE 40 DEGREES. -T Al z., � /j�/j�/j� ITEM 404.258901 6"SUBBASE COURSE 4) ALL WORK SHALL CONFORM TO NYSDOT SPECIFICATIONS. ............. ITEM 304.10119917 5) ALL WORK SHALL CONFORM TO ADA REQUIREMENTS. w TACK COAT 6) CONTACT NYSDOT ENGINEER IF PROPOSED SIDEWALK IS LESS THAN 5' WIDE. s ITEM 407.0102 7) RUNNING SLOPE/GRADE WHERE HWY GRADE IS 57 OR LESS: 4.5% RUNNING SLOPE/GRADE WHERE HWY GRADE IS 5% OR MORE: HWY EDGE OF 'g o PVMT GRADE IS _ TYPICAL PAVEMENT RESTORATION DETAIL MAX ( p_�. // _ wit, SUPERPAVE WARM MIX ASPHALT � -3w: SCALE: NTS IMIAR 0 2 2023 Southold I own 9 Planning Board ` �. �. rL w AVS T GO 1w NYSDOT CASE NUMBER 97500 �o a a ' .. .. ... '..: -n[ Y � G � � � '• •� -]{•�,,,..,rrp'i.:'spa: 1 gc ti'�:�s ' Landscaping 15'DEEP FRONTAGE LANDSCAPE AREA IN NOTE:DIRECTLY EAST OF HOTEL 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF COMPLIANCE WITH SECTION 280-94 ROOM, PLANT CUPRESSOCYPARIS "' THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN,ANSI .- 15'DEEP FRONTAGE LANDSCAPE AREA IN 15'DEEP FRONTAGE LANDSCAPE AREA IN TRANSITIONAL ZONE " Z601 LEYLANDII 18'-20'TALL. _\ COMPLIANCE WITH SECTION 280-94 COMPLIANCE WITH SECTION ACER RUBRUM PROPos CUPRESSOCYPARIS TRANSITIONAL ZONE RELOCATE EXISTING 1 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. w< _, • STORY FRAME 3. CONTRACTOR SHALL STAKEOUT PLANTINGS FOR ENGINEERS AND/OR LANDSCAPE ARCHITECT'S APPROVAL 'OCTOBER GLORY'(2) LMUS PARVIFLORA(4) PATH LEYLANDII(133) i` 20 10.00' \ GARAGE TO REM a 2 S07 44'40"E + M PRIOR TO BEGINNING WORK. ` E 4. SHOULD LOCATION OF TREES BE WITHIN 5'OF UNDERGROUND UTILITIES RELOCATE SAID TREES TO MIN.5' i a:S07 3810 E . ;. : . FROM LL R.' �-�- �... .. 5. SHOULD ALOCATION UTILITIES. TREES BE WITHIN 20'OF OVERHEAD UTILITIES RELOCATE SAID TREES TO MIN.20'TO Strategic Environmental and Engineering SOIUt10nS .,.., .--o,c•, ,. ,.... ,., .,.. �. � WIRES.TREES WILL BE PLACED ON UNDISTURBED EARTH AND BACKFILL WILL CONTAIN AT LEAST 50 vc IT 7 �,. ¢. TAX MEDIA �Cl A :. . < ..-.. ,.._. .. ,, ti,. -....... ,... •� _ .. � � - PERCENT 0 THE SOIL TAKEN OUT OF THE PLANTING HOLE TO PROMOTE GROWTH IN THE SURROUNDING - • ,R.;>< ,;: b ..... k . ,.... :. .., •_„ ;.,, ,: , ,. -.:...., .. d.; >' PARVIFLORA(4) � .. O c SOIL � • � : ! • ::.:::=.`:':>':"` '' . . . . . . 6. SHREDDED BARK MULCH AND SHALL BE KEPT AWAY - 1 ::..•..,......:..:' ,:.:.., .,. .. .. .. .. ..... . . . . . . . . . . MULCHED WITH 4 INCHES OF FINE ALL BEDS SHALL BE :..: rz' FROM THE IMMEDIATE BASE OF TREES AND SHRUBS. .: : 3 • .;,, "::: :;:.. ` _ 7. LANDSCAPING SHALL BE MAINTAINED IN HEALTHY AND VIGOROUS GROWING CONDITION. PLANTS THAT FAIL ,x �"^••►`.< „ °x` ' : >;'. .: ;:`!' O "rn 2 SHALL BE REPLACED WITH PLANTS OF COMPARABLE SIZE AND TYPE AT THE BEGINNING OF THE NEXT 7 y ; / 179 SF 630 Johnson Avenue. . Suite 7 h LANDSCAPE GROWING SEASON TO MAINTAIN PLANT DENSITIES AND SPECIES MIX, / TO 403 SF LANDSCAPE 5'LANDSCAPE Bohemia . NY . 11716-2618 z... ..� zY x AREA PER AREA PER SECTION AREA PER 8. PLANTING OF DECIDUOUS TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE 1 AND OCTOBER 15 SECTION 280-95 A tl TO DECEMBER 15. PLANTING OF EVERGREEN TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO E - - !� O 2 j' 280-95(A) 26.5 r r ( ) r r z SECTION 280-93(B) �. P E JUN Phone: (631) 589 6353 . Fax: (631) 589 8705 O I: 28 g- 1 AND SE TEMB R 1 TO NOVEMBER 15. E-mail: INFO@PWGROSSER.COM \ PROP.TREE7::::;>:; N r o'MIN. � PARVIFLORA "' 9.', ,., , \ IF PLANTING AND/OR SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH MUST BE PER SECTION a �� .r.. PA A(4) APPLIED UNTIL FAVORABLE WEATHER CONDITIONS PERMIT GERMINATION AND GROWTH,BUT NO MORE _,< Q 280-95(A) .`< 263 SF 4 ` J o THAN 6 MONTHS AFTER PROJECT COMPLETION. ,. ... ..._ ,..-.,. _.... . LANDSCAPE __.... ...-._. .. _ CONSULTANTS 186 SF8'MIN. n a '' � AREA PER SECTION m ALL PLANTING BEDS SHALL BE CULTIVATED TO A DEPTH OF 8 INCHES AND RAKED TO REMOVE SOD CLUMPS, \\ 29 LANDSCAPE o ;" z 4 1`'''6" AREA PER a 080-95(� � 15'D6EP FRONTAGE�NDS�P WEEDS,STONES AND OTHER FOREIGN MATERIAL EXCEEDING 2 INCHES IN DIAMETER.IMMEDIATELY AFTER ACER RUBRUM _�_ -- F O ho SECTION p AREA IN COMPLIANCE WITH o PLANTING,WRAP DECIDUOUS TREES TRUNKS FROM BASE TO FIRST LIMB WITH 4 INCH WIDE BITUMINOUS .,, r..... I b .. w w w ':a :::::`.,:;: ... SECTION 280-93(B) OCTOBER GLORY'(2) z 280-95 A v IMPREGNATED,INSECT RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE.TIE WITH JUTE AT N b+ TOP AND BOTTOM. THE TRUNK WRAP SHALL BE REMOVED ONE YEAR AFTER PLANTING. / .:,: , _ .Syr' •.:,^i,> .. . O a t ? o 11. THE USE OF NATIVE,DROUGHT-TOLERANY PLANTS IN LANDSCAPING IS REQUIRED. r r izy_1 SZ.P.: •• = 12. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%OF 50 25 P. N 1 �\ \� ) THE TOTAL NITROGEN IN THE MIXTURE IS REQUIRED. _•7_ o :` :;:. 13. A MAXIMUM OF 1 SB.OF NITROGEN PER 1000 SQUARE FEET IN ANY ONE APPLICATION,WITH A CUMULATIVE • °` O LIGUSTRUM � � EXIST.TREE PER .'.•..+..;..., .,. O o c PROP.TREE PER SECTION 280-95(A) :,;;<::;::,`•`;,.`.::-:; ;�:,;: ;;,? APPLICATOIN OF NO MORE THAN 2 LBS.PER 1,000 SF PER YEAR IS REQUIRED. pO� •� IBOLIUM ) p i __- SECTION 280-95(A) 14. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM - MUS 99 SF LANDSCAPE BETWEEN NOVEMBER 1st AND APRIL 1st IS PROHIBITED. a �\ ARVIF RA 2) s s s�-O : ' O r ..- TAXUS X MEDIA AR_PERSECTICN ACER RUBRUM HICKSII' 67 2ao-95(A) OCTOBER GLORY'(2 15. PHOSPHORUS CONTAINING GRATER THAN 0.67 IS NOT ALLOWED EXCEPT WHEN ESTABLISHING A NEW LAWN. a LI STRUM X ( ) O I w ' LIGUSTRUM X UPON COMPLETION OF LANDSCAPING WORK,ALL EXCESS SOIL,DEBRIS,ETC.SHALL BE REMOVED FROM THE SITE. m. :a ... �. ( ) { s " THE SITE SHALL BE IRRIGATED. SPRINKLER HEADS AND PLUMBING FIXTURES SHALL NOT ENCROACH UPON ANY ..,.. ° ,°- - O RIGHTS-OF-WAY OF THE TOWN OF SOUTHOLD. ° - \ 1, 0 a OO a PARVIFLORA(1) o .452 ULMUS N04° LANDSCA PARKING �, - -••-.. � � � _ o-• \\ AREA IN C PLIANCE 32 LI USTRUM X � a 14 a iv WITH SECTI LIGUSTRUM X` 26.5 �� IB LIUM(48) LIGU, TRUM X IBOLIUM 36 JUNIPERUS DAVURIC N ° 2. ( ) EXPANSA 2 W 2£ .:':: ULMUS PARVIFLORA(3) p "- �.k, _w IBOLIUM(36) oG Y _ ��- 1,571 SF b j o .� CUPRESSOCYPARIS . AREA a o , AREA PER ,. LIG STRUM X ---- - - •-=�- a t LEYLANDII(10) ' O J SECTION IBO IUM(48) RR�GE LIGUSTRUM X RIDGE, - N 280-95(A) ' \ IBOLIUM(25) 4 u� •.� 15'DEEP FRONTAGE LANDSCAPE AREA IN �•. .. pO COMPLIANCE WITH SECTION C ZO 280-93(B) LIGUSTRUM X Ll 1-1t.� IBOLIUM-(25) _........,„._ _- LI USTRUM X _-= FIVE SHADE TREES ALONG FRONT u� IB LIUM(53 O \` p :===:';;;;, i 28, YARD IN COMPLIANCE WITH SECTION < r . : i O 3(A N) , 280 9 S SHOW Z •1 :...:..............:....................... ,�-PROPOSED FIRE HYDRANT � -- u l -•, O - _p._....__.........,,_,...._�..... � � NOTES: .-,,.,,,,..,,�..................w,..... O 30 t L REMOVE ALL PLASTIC&WIRE TABS. O " O b` ACER RUBRUM DO NOT CUT BURLAP FROM SIDES NATURAL AREA S2o SF LANDSCAPE ULMUS �:-- T \ " (` �' LAND NOW OR FORMERLY OF .-- :'a AREA PER SECTION PARVI'FLORA.2 ........ ....::= ._::::_=::::, OCTOBER GLORY' 2 - ;;;.... .,,• JUNO•ERUS DAVUR CA of BALL. O JANET L. RYAN LIGUSTRUM EXPANSA 12 29 I !! REMOVE ALL PLASTIC CORDS FROM PROP.TREE PER \ " "- --••• •--- ••-•• \,,, : ; S.C.T.M. N0. 000-63-03-13 TREE BALL,IF PRESENT. ULMUS X IBOLIUM -.. ..'.. _. ._- o � ..:.'',.! o 34 y r: 1 ACER RUBRUM 32 PROP.TREE PER 31 SECTION 280-95(A) fl (IMPROVED,CONNECTED TO PUBLIC WATER) OCTOBER GLORY'(3) ULMUS PARVIFLORA(2) SECTION 280-95(A) PARVIFLORA(2) (Z5) wl m I� • JUNIPERUS DAVURICA I o EXPAN A(3) I ., .._............. < uJ I :. o CUPRESSOCYPARIS ;.., .... '.`•:'.'y:.! . . +:tad 11 t� ti:; 2 d �. LEYLANDII 5 ,. ,�, _" „ �- _. , ..,v,�, . � EVERGREEN TREE ,, >� ,.;9 ,ram'� -- - o- -"b- -- ---- -fl - - _ Z -°-- 616.5 ' r i \ LANDS \ . b � ,50"W sat°to ..... � x CAPE PARKING ULMUS a .._....._. ..........._ q z 33 1 ACER RUBRUM \� AREA IN COMPLIANCE LANDSCAPE PARKING ' m tp PARVIFLORA 3 \•ir, bd.N 'OCTOBER GLORY'(3) WITH SECTION AREA IN COMPLIANCE -. ( ) m SOIL SAUCER,TOP W/MULCH r \ SET TOP OF ROOTBALL 1"ABOVE N 280-95(B)(C) WITH SECTION ACER RUBRUM 280-95(8)(C) FINISH GRADE �. OCTOBER GLORY'(2) SHREDDED BARK MULCH AT 4"DEPTH 11 N LAND NOW OR FORMERLY OF 4"DEPTH OF COMPOST,INSTALL CHARLES W.WITZKE 3� 10 G AND MIX W/PLANTING BACKFILL g REVISED PER NYSDOT COMMENTS 02/03/2023 -b-a---0__,o--a---� MIXTURE S.C.T.M. NO. 1000-63-03-28.1 8 REVISED PER TOWN COMMENTS 12/21/2022 NO 51050'VI' LEYLANDII (46)CUPRESSOCYPARIS LANDSCAPE PLAN J r REVISED PER TOWN COMMENTS 0/1 /2022 (IMPROVED,CONNECTED TO PUBLIC WATER) LEYLANDII 46 REMOVE BURLAP FROM TOP 1/3 7 OF PLANTING BALL 6 REVISED PER NYSDOT COMMENTS 09/15/2022 a ° PREPARED PLANTING MIXTURE m w ':"`.. 5 REVISED PER TOWN COMMENTS 02/1 512 0 2 2 SCALE: 1" = 40' LAND NOW OR FORMERLY OF 25%COMPOST 4 ADDRESSED FEIS COMMENTS 05/11/2021 75%TOPSOIL nrr r �e own t ry unr nrnrr+ r s rl PH RANGE:6 7 TO 7.0 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 5 LBS.TYPE 1-ROOT GROWTH 2 ADDRESSED DEIS COMMENTS 0 711 7/2 0 1 9 0 40 $0 ENHANCER PER CUBIC YARD OF 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 MIXTURE Number Revision Description Revision Date SCALE: 1 rr - 40r BALL DIA. DO NOT EXCAVATE LOWER THAN BALL DEPTH.IF EXCAVATED BELOW THE BALL DEPTH BACKFILL AND COMPACT Designed By Date Submitted BALL DIA.x 2 MIN. TO PREVENT SETTLEMENT. TC 01/20/17 XISTING TREE Drawn By Date Created AT TRUNK O PLANT CENTER TYPICAL TREE PLANTING Approved By Te�LT Scale 08/23/16 ROP -� STONE RETAINING SCALE' NTS BG ASSHOWN WALLO .. ....... PLANT ROW , ,.A. p' r% ,..;•+T3. c .' M Client. 1 PRUNE 1/5 OF GROWTH& `� •,• v. ° 23 TYPICAL ON CENTER ✓ ,>n t ti BROKEN BRANCHES BUT 12"MAX.WALL HEIGHT SPACING AS LABELED ON�: (�lL 56655 ROUTE 25 44 PLANTING PLAN N LEADERS AND ' ; < ........... �..... A RETAIN SOUTHOLD, NY NATURAL FORM OF SHRUB Avr 1 ORIGINAL PLANTING Project: •; <� ET AT MIN' ......... 18 DEPTH .� .. '' : 4. o a o0 0 , PLANT S , f y ��° a ,�� SHREDDED BARK MULCH 3 MULCH WITHIN TY BOTANICALCOMMON SPACING v 3"DEEP 4AS SHOWN GRASS SEED N ASSHOWN NA SEED SIZE ASSHOWN „ ...: • PLANTING BACKFILL EARTH SAUCER PROVIDE FULL COVERSITE LAN 12"MIN. ///���� AS SHOWN 27 ULMUS PARVIFLORA "�� e' :-''�• ALLEE ELM 2"CALIPER MIN,B&B. WHERE SHRUBS ARE PLANTED WEED BARRIER LANDSCAPE PLAN IN MASS EXCAVATE ENTIRE �w^ .• i• .` PLANTING BED HEDGE TRIMMED a. ' TYPICAL GROUND COVER LAYOUT 452 LIGUSTRUMXIBOLIUM NORTHERN PRIVET 2 GALLON CONTAINER ASSHOWN Project Address 56655 ROUTE 25 SCALE: NTS 18'-20'TALL,B&B AS SHOWN,8'±O.C. MIXTURES. TOPSOIL MIXTURE ROOT ROOT AS ER 133 CUPRESSOCYPARIS LEYLAND CYPRESS (133) H 3"DEEP SHREDDED BARK MULCH BALL BALL (EAST PROPERTY LINE& SOUTHOLD a AAN STD STPAREA SUFFOLK COUNTY, NEW YORK CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 18'-20'TALL,B&B AS SHOWN,8'±O.C. 0 61 (WEST PROPERTY LINE) (61) County Tax Map Number: Contract Number: XISTING TREE ¢ UNDISTURBED EARTH 6"MIN. 1000-63-3-15 ATTRUNK JUNIPERUS DAVURICA'EXPANSA' PARSONS JUNIPER 2 GALLON CONTAINER ASSHOWN Regulatory Reference Number: - '. ' PLANTING BACKFILL MIXTURE l�l I I I I F 18 ROPOSED ; .. �IIII lip Title of Drawing STONE RETAINING As PER AS PER 10 ACER RUBRUM'OCTOBER GLORY' RED MAPLE 2.5" 3"CALIPER,B&B ASSHOWN WALL ago r• • •A. MIN. A.A.N.STD. A.A.N.STD. MIN. 262 TAXUS X MEDIA'HICKSII' HICKS YEW 2 GALLON CONTAINER ASSHOWN LANDSCAPE ® D S C® P E PLAN 3 •< �, ••• ...•.�.,, TYPICAL SHRUB PLANTING /�` /� MIN. SCALE: NTS TYPICAL LARGE SHRUB PLANTING AND DETAILS `f r SCALE: NTS ° NOTES EXISTING TREE TO REMAIN-SHOWN WITH LIMIT OF TREE CANOPY- CONTRACTOR TO PROVIDE TREE TEMPORARY TREE PROTECTION :'. -' PROTECTION FOR ALL EXISTING TREES TO REMAIN PRIOR TO EXCAVATION,GRADING,CLEARING OR GRUBBING. > 1.SPRAY AL_PLANTS WITH ANTI-DESSICANT. TREE PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON THIS SHEET. .'•' FINISH GRADE(LAWN) w SCALE: NTS CONTINUOUS CLEAN, SHARP,&SMOOTH 2.SHRUB SHALL HAVE SAME RELATION TO FINISH GRADE SHOVEL OR TROWEL AS EXISTED AT NURSERY. 17 - EXISTING TREE DESCRIPTION AND SIZE o 1 • ' rEENLAWN D 3 IF BALLED&BURLAPPE REMOVE TOP 1/3 OF BURLAP. NOTE: Drawing Number. ................ .._ D, SHAPED 6" ;'•• " MULCHED AREAS N **B&B BALLED AND BURLAP F N •. a• 4.REMOVE ALL PLASTIC&WIRE TAGS .��,0 EWy ' 5 REMOVE ALL PLASTIC CORDS FROM TREE BA F ALL TREES,SHRUBS,AND GROUND COVERS SHOWN TO Q FINISH GRADE(MULCH) '` DREW W to a'' BALL,I APPROXIMATE SCALE AT 10 YEAR MATURE SPREAD TOTALS ARE SUBJECT TO CHANGE BASED UPON FIELD INSPECTION _ _ 0 E ��-- PRESENT IN GROUPINGS OF SHRUBS,EXCAVATE * �Q * ® n E 12"MAX.WALL HEIGHT AND BgCKFILL ENTIRE SHRUB BED AREA RECEIVED y0 w y _ Mw w/PREPARED BACKFILL ALL TOPSOIL FOR PLANTING SHOULD HAVE A LABORATORY I- TESTED ORGANIC VALUE OF 5%MINIMUM.SOIL SHALL HAVE A -- - PH VALUE BETWEEN 6-8.SOIL SHALL BE FREE OF ALL STONES = Sheet of o NOTE: PERMANENT TREE PRO ECTION AND ORGANIC MATTER LARGER THAN 1 1/2"DIAMETER.SOIL MAR 0 2 2023 �`rF 092523 .' 15 24 WHEN GRADES SURROUNDING TREES PERMANENT TREE PROTECTION TYPICAL EDGING BETWEEN LAWN AND MULCHED AREAS FOR PLANTING PITS SHALL BE AMENDED AT THE RATEOF7 �,o �, CUBIC YARDS OF WELL ROTTED MANURE PER CUBIC YARDS - FESs�� a LL ,auttiold IOVVn O PWGCProjectNumber. 77 GREATER OR LESS THAN 1:2 SLOPE OR 1' SCALE: NTS SCALE: NTS OF TOPSOIL. 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'he lloht o;it ' Hf lf:HT......................................................._Z:E:.............................................................................. + 2 Sign lite 0.660 72E_ 1 Wallpack 0.900 E'NGTH ,. n.................................-.................._..............I..... F�rtm S amp ' 2 Wall mount Column 0.900 9,vJett'ated i,AMPus E°----.._...............----......_Y'n..............................................................................ry1 IIQct rllumiad[ion (] 140 MH PATH LIGHT 0.900 s c u 1.7 d�•nmaL+le u,teyl ated L_G I..r•tp �,, ij Protectedk, DRY LISTED ""' bY35-1•Lar'.wrranty.Plea�e,:slt thn"About Ue:Page on ' ................................................._.._........._.,.........L.nrU........-....,._...........-_........__,...................... ' GENF.RALII,TING I,L 1. .... . .................................................................................................................................. fE(.hli3hnnCJ.MnT iGr TCI r'fr)r yVarran:Y tleTa:15 f'a: INCLUDES ily°it SITE PLAN NOTES 11 t"\ 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, Pro;PctAddress: 2. PROPOSED 8,527 LUMENS PER ACRE. LAMPINC, 56655 ROUTE 25 3. ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF SOUTHOLD '"� LAM PING SPECIFICATIONS BUSINESS AND/OR WHEN NOT IN USE. LIGHTS THAT ARE CONTROLLED BY TIMERS OR THAT ARE SUFFOLK COUNTY, NEW YORK ..... ........._...........__.._.._._...LED IAMP..,._.-_....._._Ii..G.A... LED..._...-....-....._.._.....-NON,LE U_._.._._ NOLAMP_._....----- MOTION-SENSOR-ACTIVATED ARE ENCOURAGED TO REPLACE EXISTING LIGHTING NECESSARY FOR SAFETY DELIVER..LUMENS z3 Blackill,L,,1 -. ._...-_..................11. ........................................_......._....--........-.-,......................-...._...........__.....................__.....__...........................---.--....--.-.... MAx wnnACE PE BULB County Tax Map Number Contract Number: PURPOSES. ...................................................................................................... .............. .......... ............................................. INRUT VGI.,'AC F/DP4 A]ING IYPL Unv,.l rll,liN-2 TIV o-It EI`✓,....- _,,., 1000-63-3-15 C GT............ .. Z/ p 4. ALL AREA LIGHT ARE FULLCUT-OFF. C RI ���� � aocPl �� Regulatory Reference Number: 5. PROPOSED LIGHTING DOES NOT EXCEED 0.05 FC AT PROPERTY LINES ABUTTING RESIDENTIAL USES OR lFl"If Fi1ME ... ............... I7,G >6pnm PUBLIC RIGHT OF WAY. REDSEAWC�3EILEGEO.........._........_........-.. .. ..._. _.. ..._ TlueDforawmg. F,ELD SERVICEABLE LEG .......... ... ...................................................... 6, PROPOSED LIGHTING DOES NOT EXCEED 0.1 FC AT PROPERTY LINES ABUTTING COMMERCIAL USES. LAMP BASf -`_- - Interffi.,L", U SHAPE S 3LLD T B SIMILAR TO THE HOTEL BUILDING FIXTURES. Ba:(1n1 Y, laci:n.lt:4, a,.a:a:r4•:,nl:r, AMV INC LUGEU?....._........ .._......-_..._........... ........._...._.....,rw _......................_....._.... 7, EVENT SPACE LIGHTING FIXTURES TO E S ................... ........... ................................................................................................................. SITE LIGHTING a ('::r'k;L?I wARPAN rV•• OPDERING INFORMATION x'.,=" �,.a:,°,,:I,.,,,.,:.,a.,.,, 31 NOTES w 7g2H?W4NTN CNI COLOR IE MP LFNGIH A FINISH VOLTAGE _ to 1, DIRECT BURIAL CABLE 6"OR 12" BEHIND EDGE OF PAVEMENT THROUGHOUT AND AT A DEPTH OF 2'-0" BELOW 93_`.1--._-_..._z,Z 24z4 f.k_......-....���, _.-.._........._._.._.................. � a�� ! �� D DETAILS I LS FINAL GRADE. T20/T24/IA8INFORMATION r - -,.__.-._."_._.- /� n 9r.I.d Re°laca°:en, N. MAR 0 G 2023 1.tED "Ol-P L- TF:>Mv,Ju•tcvr+:u.eA t...mry .... ...... ........................................ j 2, CABLE IN PVC OR GALV. IRON ELECTRIC CONDUIT WHERE CABLES CROSS WALKS OR DRIVEWAYS,SIZED AS Yas L__- INDICATED AND 2'-0" BELOW FINISHED GRADE,AND AT LEAST 2'-0" BEYOND EACH WALK OR PAVEMENT EDGE. Southold-Town Cal:o•n�a Bu:Id,:W El�IyY E:c:erry S1,�.da."MI6 Tn lr 21 Par E.i.V:ft Tnis'I.r�.k:c[c,n a^use In<;rc�pl�„i:: :r,,:r Innt,,,.Ir,:°,.:.,�Etan�a:d, Planning Board 2U,CTIU<zo,n,r•,a i,�r�M,edt ar. Drawing umber N a4..n:., �F NE�y wm N 3. LED 95 WATT FIXTURES AND POLES AS SPECIFIED. 1 ,,",. �,:,,M..,,. ' ,,;n.w:,�-.,;T F, ......_;�:;,:;r.,µ............._ ..:,+r;F...".,<,°r,n. '1DGO`NAN fN «rx.c H,. o.. ,.v JOB NAME /\� PNDREW O,P NOTES .x°nr - ,,:+M.sx,a�s-.--"" mv,-°,-a,.rtry„° y � 4. LARGE DIAMETER CABLES ARE REQUIRED TO MAINTAIN NO MORE THAN 3%VOLTAGE DROP AT EACH FIXTURE, °° '"" "`"" °n"`"""°"°"'°"""°" T"'"""`"""`° LL_,�" "" "'°'� °""'° * �Q� �c * ®5'"M G G w � E „ n,.,.,,...: 5. SPLICING OF VARIOUS SIZE CABLES SHALL BE DONE IN BASE OF POLE AND SPLICES SHALL BE WATERPROOF. r �m > a _ 9- Sheet of o H, Yas FAA 0925 3 ��� ' 16 24 . �O('ESSI PWGC Project Number: , .u, M Unauthorized alteration or addition z to this drawing and related documents AV G 1601 _, NYSDOT CASE NUMBER 97500 is a violation of Section7209 D_ o of the New York State Education Law CD ~o � q a a am\ ,,,,,\ \. \`,. \\\\\\\ \`��\ ��,�� ,,,.\ „,". ,�,. ,��\ �....\ „,\ \�„�\\\ ,..� ,o..\ �\ o� �� ,,.\ r`e „�\ \\ ..,r\\ o.q \\ :Dp \r�\ \\\cam a`\ \ `\ p� om\ \ ��„ „� __ .,\ r ,e ,,, "' •,.. \ \ \ \. : > \. \ ,\ ,a...\ a� � �.. \ .,\ .. \ � \. \ .\ � \ �,ago \\\ \� �\ „� \ \ \ \ \. \ \ " Project: Project: t,o t.0 t.c t.o t.0 t.o .c t t 0 t. t.0 t r Fix ure uan ty FIX ure uan ty I•c t.o t.o f.0 U.o t.o t.o t.o U.o L.0 U.o t.o t.0 t.o b.o t.o t.0 t.o U.o t.o :t.o t.o U.0 U.a t.o t.0 t.o .c f I t 0 U. t.o b �� ,., ,, ,., ' t Type: Q ti t Type' ti _ \\...:. . us Omer us o 165/s C t mer: C t Tf. .. \: „ 'r 15 ,: ;: r, ." , "�\' -� , : Ln U.0 U.o t•.o L.o U.o b.o U.o U.o t.o U.o b.o b.o b.o b.o t.o t.o U.o b.o b.o U.o b.a t.o U.o b.c U.o U.o f, n L c b. b.o b. :"ti'.,• £` ....,. TGU ; .. ....» , Material. Electrical. ; \" fit" M " U.c o c o b.c L.o L.o o f.o b.o b.c b.n U.o L.o U.o b.o U.c U.e t.o b.o 0 o t.o b.o t.n U U 0 t. t.c L. -8'• All parts are durable 356 cast aluminum and 2OkA max/1okA nominal surge protection i :i:: @' _� . .. PERFORMANCE,;.;., s: s:: " ,: w_, heavy duty spun aluminum. device is standard. ° :.: <..... ..,. " .:.: :: , : a-, ..x.. ..a. .. .-;... .ze.. „ ^� �:.< c`'`t,. ii:. s'''`: Stogy..`.: sz , ; _. r ....... All hardware provided shall be stainless steel YP y yp YP b.r,". f.c ',.o t:o\U.o' U.r, b.n b.o f. U'h b.o 3fi000=b.o t.o U.o t.0 b.o b.0 b.o b.c U.0 L.o b.o b.n b.n U U 0 t. b.o U. or zinc plated steel. Approximatelyl2"of pull wire extends from 1 i S07°44'40"E + Strat Environmental and E eeri OIUtIO11S T e r T pe II T e IV T e V Drive Current luminaire Additional pull wire provided for ,.... ....,..... ..,.. ....... ," ........ ....._.....-._.I.._.. ... ....... ,.,..,. T.. g g g P LED Delivered:, Lumens DeUvered' Lumens~ Del,vered Lumens Deivered Lumans Nominal a iC n In n S Lens: ost mount arms and wa0 mounts. 0 0 f.0 o t.o'; b.o b.o .t.o t.o U.o :t.0 t.o t.e t.o t 0 t.0 U,o' t.0" t.n b.e L t, 0 L. U.c t. . Light Guide LED Panels feature a high i Wattage: CCT I CRI : Lumens; Per Watt'B U G. ! Lumens Per Wan B U G I Lumens i Per Watt,B U G I : Lumens< Per B Lt G Type 11 Type ill Type IV ; Type V System " transparency,dot matrix PMMA light guide with Finish: ° ., - - • �: �- ....i.. s t� an optical efficiency of 76/. A polyester powder coat high quality finish is o t 0 e t o t. U. t. 1 i 99 1 0 1 3143 105 : 1 0 1 3346 112 2 i 0 ' 2 y3057 102 2 ' 0 i 2 900mA 925mA I 925nW „ 925mA 30w ® -® •� eledro-statical) a Iled and baked at 430° 2700K 70 2966 3 , �; 26 3/8 Y pp ..... ... . ........ Fixture Mountin for exce tional durabitit and color retention ` " r; s 3000K =, 70 3064 . 102 I 1 0 1 3247 [ 108 1 Q 1 3457 : NS . 2 0 2 3158 105 2 0 2 ! 90DmA 925mA 92SrnA 925mA ' 30w ti, ,� Post To Standard Flush Mount Ada ter Products under oanintensivefive-ste L.z t.4 U.1 S.z L6 S.6 S.z U., b.s t.r S.z 1.v 1,r 1.s S.o b19,: S.z'_„i.6 L6 1.4 fi.e b.4 b.' f, 0 L. b. t. ® ® ® `T®" '•^ 41 ' P' " 8„ 9 p .. -. ............... •,7 r:; S stem mounts to ole 0 120 -0.188 wall cleansin and retreatment rocess for 30w ... .- - w, with n0 visible hardware maxlrrlUm paint adhesion .,,,; 3500K 70 3113 104 1 0 1 3299 110 1 0 1 3512 117 . 2 0 2 3206 t 107 2 0 2 900mA : 925mA i 925mA a 925mA ; 3Dw \ ..: . P P Tenon mount for 3"or 4" oles is o tional 1 t.2 U.I f.4 L.6 1.- 1.1 1.4 .1 t o L o t t. t. $ee page 3 for fixture to pole transition Marine grade finish provides superior salt, 4000K 70 32 1 07 , o i 3403 t 13 , , 0 , 1 3623 12t . 2 n 0 ' 2 . 3309 110 2 ! 0 2 i 90I 925mA 925mA 925mA : 3ow / humidity and UV protection.This coating i .,:.:::, i ".. ....„,.;. ..�,,.",...".".�.... ........... .. I. . ,.:. .. - .. , ,. ..._... � e. • Suite 7 630 Johnson Avenu Wall Mount.Tenon mount attached with withstands up to 3000 hours of continuous 27ooK 7D 3655 ss 2 0 2 aoes 1os 2 Q 2 a3so 12 2 o 2 i 3s7a s 102 2 o 2 t somA 1200mA I 1200mA 1200mA i 39w '.1 U., f , 1.6 e 1 1.5 5.7 'I.4• '.2 1t,. ':.\'.4 •Z'3'3 1.1 'z.1, !�.s 1.5 ''.s 1\ f.4 t.1 t.b f o t. t.c t. .;i .. n rid r EXISTING E Bohemia . NY . 1 - six(6)5/16 18 set screws. salt spray,comes with a 5 year wa ra ty a .................... ............................................ ...............................I . .., . . - T 1716 2618 i9 available in either a textured or g oss ,,.>'. 3000K ! 70 3983 j 102 2 o 2 1 422t 108 2 0 2 449A 115 2 0 2 4105 105 2 : Q 2 1150mA f200mA 1200roA : 1200MA 39w MH• 14 REMOVED e.,i♦4 >�} 'SUPERPAVE'WA - - Phone. 631 589 6353 Fax. 631 589 8705 Drivers. surface * 39W _. _...... b.s o 1./ a 1.1 !.3 1. t.9 t.0 b i U o t (SEE DETAIL ON • Unroersal voltage 120-277 is standard. MH 3500K i 70 : 4047 104 110 2 0_.,. 2 4566 117 •j 2 0 ! 2 4171 i 107 2 : 0 i 2 1150mA 1200mA 1200mA 1200mA i 39w 2 0 2 4289 0-10v dimmin to 10%is standard for Modifications: E-ma I I: I N F PW 9 �:•. :..... ............. ......:...... ........: . O@ GROSSER.COM i htGuideLED Consult facto for custom ormodifeddesl ns. .:;:; : : i... .... ........................... ........................°..... ....°..........._ __.__.._..... .......... ... ... ...... ..... _..... .......,.. 1.3 L.a L.s ,.v ' 1.. 1 4 .o .6I.s U.s E.e b.9 L.7 1.9 .o •, l ` 4„ L9 ry 9 x; s' ;` 4000K 70 ' 4174 ' 107 ' 2 i 0 2 : 4424 : 113 ; 2..i...0 i 2 4710 I 121 2 0..;....2 ; 4302 110 2 i 0 2 I 1150MA 1200MA 1200mA 1200mA 39w ,' wVal)pack ill" See pa e 2 table for more LED en ine and . ':i!:,„:,.-,..w,,.:.: .�.,:,_:. ..w„.............:.-.. "M",�... .. .. ,. ... .. ...._._ .._..... ..-I � H: 9 J drivers eClfiCabonS. 2 0 2 4808 105 2 r 0 2 5177 113 3 0 i 3 4687 102 3 '• 0 i 3� 1360mA t435mA t435mA t435mA I 46w j 1,3 b., 6 t.5 1 2 .1 t o t b. t. 9 9 2700K i 70 ' 4513 ' 98 ' ' 1 2 L , z t o L f P �q '.s .4 .4 ,.1 �.s .4 t.o _.. i CONSULTANTS .: MH: 'j4 % ^;s• ... .."".' '. ."'" .:` 3000K 70 d662 10t 2 0 2 4967 . 908 2 0 2 5348 115 3 0 ? 3 4842 [ 105 3 0 3 1360mA t435mA t435mA i 1435mA 46w rn j� bath y.5 1 46W _.w.... '.._.,.._: ......... ..._.. ... - , ...... .. ..... ..... • ...-... . ...... ..... ,. ... ... .. __._ .......... . ).3 L.6' .7 'i.I 1.1 'G.3 S.s b.n L.s t.4 8.3 U,4 t.s U.6 b.6 '23 t'vz t.1 U.c f ': o L U. t. EQ122 Weight:24.6 Ibs 3500K 70 4737 2 . 0 ; 2 i 5047 110 2 f 0 2 5433 18 3 0 : 3•..a 4919 07....'I 3 0 f 3 j 1360mA t435mA . t435mA t435mA 46w :z EQ1.22., L_1--, _E046LD� :T5_. aoK CPC� - i_PA1.211...., -TN3..-, 72; 03 :9 7 , h ,;;,;, 4000K ' 70 , 4886 107 2 t 0 : 2 5206 : 113 2 0 2 5604 s 122 E 3 0 3 = 5074 110 3 0 3 1360mA t435mA t435mA t435mA 46w * \ .. LED EPA: 0.98 -, i ' I : I t.s v 1.1 1 1.3 1.1 f.4 t F t.. o MH'. .4 U.3 t., b:4.... t.7 f.5 f.3 U.z U.1 t t o f U. b. t Luminaire Post Light Source Optics CCT Accessories Optional Mounting Fitter Finish z $@fle6 Mount &Watta @ Source 2700K 1 70 N/A N/A - 5867 105 2 0 2 6246 112 2 ; 0 = 2 5706 102 3 0 : 3 ; N!A 1750mA : 1750.4 [ 1750mA i S6w f at late - . 9 Mountin <<.. i.2 L. 1.1 o b L 4 ' 1 t. o L t. U. .. ..: :. .... ::: : '':.. `:,... " �` " 'a` " �1 °" ,` "' 3000K 70 N/A NIA 6061 : 106 2 0 2 6453 115 2 0 2 5894 105 3 0 3 N/A 1750mA 1750mA s 1750mA 56w - 4. .1 1.0 _... . -.. H _r . ... .. r': a: .� _ 56W : .. .......... .. __ .. :... .............. .... .......... ..-..... ... .. ..._.... .. ......... ...... ....... ... 1 2 :. .. 3 .. .. �. ..... 5 :.. ,... 6 ' 8 . f..... : . 4 j 7 ' ::. - „ .... .. : 3500K ? 70 N/A N/A 6158 110 2 0 2`, 6556 117 2f 0 2 5989 107 3 0 3 NfA1750mA 1750mA ; 1750mA ..S6w .. ::5::::. .,. , ....... ' .. '1 .> ;e .. .. .. ,. ., :: . ............... ..... .... ........... ..... ..... .. ..... ... <: ... :: \ .: _ _ :a.at `?rt: °'` 40 OK 70 / N/A - - - 635? .,13 "..2.; �..,676 w 1 1 �. i0 6177 ,10 `: 3 0"',3...� N!A 7501750mA it OmA i S6w :. .. E 122 \.. 1 :;:: i.::.. o NA o z.. 3 . 2 2.. 2,. 1 mA s ....a... .... Q . �. " ...... m ....... ... .... .,�.. -I.- ......w. ,........ .". ........ . ...... ............ .....I...... .. . .:. . „ . n." • - ` \ ` "`*" 2700K ' 70 N/A r N/A 7334 105 i 3 , 0 3,: 7808, 112 : 3 .'.,0,.....,"3 i 7132 102 ,...3 : O W" 3 N!A 2185mA 2185mA 2185mA 1 70w max'.... ..a: ; .. :\.`? :<;,:;:. .;..,� ,;,.>a,,, ..a,...,,,.....,;_,,.. ....,:w.:,.......::::.::::;::�'!w,,<: v�' :::::: ..�., >::< ::::::r: �,:.:.:: :, :::.: .a .. .. .::->- ::.: 3000K 70...€.. NIA NIA 7577•.,,....10B........3..1 0 µ.3 I....BD66....... 116 3 .0 .....3.. ..7388 '>... 105 3..,.,'.0,:...3.:.., N/A 2185mA 2185mA µ' 2185mA`„. 70v✓ ?';. ITTER MOUNTING Must Select..One low .:; _... ACCESSORIkS .... .:::.. .: .; ,. . \�,..Fi}t�IRE°taR. %,xz TfDN r ;. ° A Se@ @ 4 for fixture to pole transition : ::a&5) - '15:: :? .G".. ",>...: .:. - :. P39 I 698 110 3 � 0 3 8195 117 : 3 i 0 r 3 7486 107 3 � 0 1 3 I N/A Y^•2185mA . 2185mA 2185riA~` _ cn .,\ac:: ...... t .::.... ............ ............. ......... ..r,.. ......... _., '£ ,. rad; ::,,. 3500K ..70 € NA N/A 7 70w .. : ..`�.. ....._,....... ..„„,,.i .......µ,,,..,....,,w._w., u:x::. ,,.:,.i : _ .. ... .....-1.....:.. .. ,,. ...,... . : .. ._...: . 1 Post HSS150-2 (150°House Side Shield) ? FM3(Flush mount adapter system for 3 OD Pole) 4 11 8453 1 1 1 0 : 3 7722 µMe 110 : 3 ::.0. 3:.+... N!A 2185mA 2,B5rhA 2185mA . i .. ... .._.... ._......... . 4000K 70 ' N/A N!A _ . 79 0 3 i 3 0 3 2 3 70w �,.,. . ............................................................._..... ................................." ....,................_..-_.._..........._............__............. ... ..... L.. ,. ...M.......-........ . ,_......: ... -1- ........ . :.. ....,. ..............:....,: ."mr... ............ I.._,.... .. ..I. ............. .......... . .. ..:.__ :. ._.. R R G Protan0 Praton0 Se@ page 3 for fixture to pole transition. HLMSPC-FM(Integral high-low motion sensor plus f FM4{ lush mount adapter system for 4"OD Pole) �. ..x.......................".,. .....- _,,. ...-,_..... ............. homeen ,.::,,: :<.:. Ar a Li ht Area Li ht See page 2 for specifications. FM5(Flush mount adapter system for 5"OD Pole) IC !V CI .CA ``' LIGHTING SYSTEMS LIGHTING SYSTEMS =N-EIS�aPECIF ATIbN.:.: : 4., \ I DR ER SPE PI TION ;\.. ��,;;`:. % Elements TM Series ElementsTM Series x, .. ._1,... -.11„.:... ,, .... :.:::r .. .. ... . .1. . ... .. : ...... . ;HLMSPC-06(High-Low Motion Sensor/Photocell, =TN3(Tenon Mount for 3 OD Pole or Post Arms) 'p>c i ..•-- - • , .... --• -- - ;- T Ica)Efficac is 98-122 lumens er watt 120 thru 277 Universal Volta e LIGf i(:SOURCE 8a,11UAT1AGE5 . 15'-30'Sensor Mounting Height) YP P 9 .: .. "i :::.:' :..rr.I " `:. TN4(Tenon Mount for 4"OD Pole or Post Arms) .................."..........,.,,..... . .,... ... _. F_ -' '' HLMSPC.10(High-Low Motion Sensor/Photocell; --.. �•--'- -••"•--- �- _ - Color tem 2700K GOOK,3500K and 4000K 50/60 HZ PRODUCT SPECIFICATIONS Fixtures E030LD 30w LI ht Guide LED ; ,TN5 Tenon Mount for 5"OD Pole or Post Arms w " '•"� """" -`-'-- -.-' -"' "--•••. Part Number 1?escriptian ( 9 ) I pp 8'-15'Sensor Mounting Height) ( ) w.,.... 4 ° °;1 PR12-NL-BK PROTON 12,ALLOY,NL,BK : f ......... ...I..... .. ..,. .. # CRI'70 (' 0-1 OV dimming to 10/o i.. PROJECT: �\\,\ E0391i) 39w LI ht Guide LED i r:.:"...",.w."..:....... ........"........,m:......,.._:".,......... m._,..,..:..._.........:... .:.... . .,.:.. . .."....,..._ _, m. ., .. .._ \ PR12-NL-BZ PROTON 12,ALLOY,NL,6Z ( 9 ) PC (Button Photo Celi) \'` .>,..c_. ,- ,a>. -x:h :x., w Type 11(30w only),111,IV&V •Minimum operatinig temperature: -30°C I \� `�� - • Distributio 39w&46w _.......m." m mm.,.:. �`'\ PR12-NL TT PROTON 12,ALLOY,NL,TT E046LD 46w Li ht Guide LED ,�. ,,.. _,_ ......... „m,.".................:....... „. .. ( 9 ) ,TLPC (Twist Lock photo Ceil&receptacle) , ° '`�` ,ncx '! ' �\, •`•\ PR12-L227-BK PROTON 12,ALLOY,LED227K.BK ®tsl®�I�ml ; '\.. "",.'. .:`'.. 'i:, MODEL#: �\ FINISR S ""' Drive Current:9OOmA to 2185i(model dependant) �„ fi PR12-L227-BZ \' .. \ PROTON 12,ALLOY,LED7?_7K,6Z E056LD(56w Light Guide LED, TL5 m... ..."..... .......... M"............ .... .-"".".........".... (5-pm Twist Lock receptacle only) w'`preni€uilt and Fit gins Glade Finishtlave' Sid€hone€eharIft '.`:•.\ \\,, PR12-L227-TT PROTON 12,ALLOY,LED227K,TT T e ll not available) i i an"a.r4, M.e". st.rd.b1 W. i xr .>�.v;... BnCy>80%;Power Factor>0.90 LAMP(5): \\w"" �g PR18-NL-BK TL7 j7-qn Twist Lock receptacle only) tre,,d.rac°Ierx st..d.m C°iw. �.:., sa:"' ':: _` . ..,a.... ... .., _ PROTON 18,At.l.OY,NL,BK _. e.d. cna.•: . oral. g crxa.• ' 1:' Driver Effci E070LD(70w Light GUlde LED; - -' 'StIRGE SUPI )2ES5ION 1' Lifetime:50,000 hours PR18-NL-BZ PROTON 18,ALL.OY,NL.BZ ,, r/ :. w ..... _ .... N07ES: PR18-NL-TT PROTON 18 ALLOY NL TT Type II not available) Aspen Green to t 10M Archilectural Bronze ; 51 P 51M j '':a:' '� "� -`-- ',' "ti"' ""'" ""t _:..:: <: ... .. P._...-.,...................................-... .___....:_._. ,_. ....a t " ' •' '-- - "'""' ....c..-.. A Surge Protection Device SPD is standard featurin a 20kA I- integral Surge Protection in conformance to IP64 PR18-L227-BK PROTON 18,ALLOY,LED227K,BK Cantaloupe 11 i 11M ;Pahna Verde ; s2 52M ) 9 „. ,.. .„ ........... .... ",.,..,.. „...,..,", ..„"„,x, „,._, _...._....._..........___-..._---...-.-_......-...._..-------....-__.---_..-� .__ PR18-L227-BZ PROTON 18,ALLOY,LED227K,BZ .r,. M ,pE ^;,;::;::r , :'. - _..i -' ., I dischar a current 8/20 rs@Wav/efoirmNlnvand he mall 10ot cted final mm I PR19 L227 TT PROTON 18,ALLOY,LED227K,TT ,.._... .;: .. ::. .......... ............... .. : Lilac 12 12M :Copper Clay 53 : 53M 9 17 ( ) Y P ....... ]J UL cUL CE �31>T1t,`5 al,: \::: "� fi. :,:..: ............................ ...... varistortechnologY .. -:::rl I 13M S,Ivef 56 1 5CM m,,. ...".......... ... _ aPTIONAL.Pa5T1WAC:L<VI(?IJNCS ..::...;; Pu 13 i x... ,. :,:: :..... _.. a:::r x.;, _. _ :_...- M I d1 n o Hi..h ..rid US D t of v.,„.. <, .>.... a 9 ry 9 a p n.:; „;, ets EEE C62 .2 Locat o Cate C e '' Raw Unfinished 40 NA Black Verde 61 61M T2(Type II;not available in 56w&70w) Post Mount Arms :..................................... ..............'_.........._;.. .. . ..... ..........................6.......'...... Energy MSSLC Model Spec. HIGH-LOW MOT ON SENS�R y`_': .. CIfICa IOnS .,.".m,,......,..._,.. ......-- ,.." . ,....:�.:........................................w,.,..... ::..:., See Page 3 for StylelSize Black 41 41M Painted Chrome 7o g 7oM : ., � U.t:,: :z:".,F`.. T3 T e Ili -- --• - - - : - -- : I' SPD shall be wired In series and will result in an o en clrcu t dunn o .,. o o ---.-.- ( YP ) P g 0-1 Ov configurable output set to 10/e,25/°or 50/o dimming PA1211(Select TPI3 in Box 7) Forest Green 42 42M 'Painted Copper ; 71 71M a fault state,resulting in the luminaire to turn off to protect system : ,._.. ...._.... ........ ..",_.... . .",......".............,.. .._...,.. ....... ne grad alloy construr"tian Spe t' T4(Type IV) """"""""" "" '" "" """'"""""""""""""'""""""""""""""""""'f "` "' ' ...... ....: components thereby indicating SPD module replacement. Adjustable time delay _ •H gh temps a -rings .... ,._......,.,-__.._.m..,_..._....._,„. ._ ._.. ....... „_....." .._. PA1221(Select TPI3 m Box 7) t €Bright Red 43 43M [Textured Black 72 r 72 I w:_.....,,.... ..,.w:...... . ... .......::....:....:................".. ...,:,,,:.......:,:..:,: ............ ........ .....I..... ......._... .......I..... .. ..,- ...,................ _..... ......._._.v.__. .............._._.._.,_......_, ...,............_..-.. -..,......... TM'AuxAiliaryiw elead ;._ >.. , G'�- 5- •1 FLEX T5(Type V) ` Wall Mount Arms ; Wnite : 44 ' 44M Matte Black 73 73M 45°Detection I � r 1 (' •I T direct burial cable SeePa e 3 far St le/Size ... ..............._..... . . ........ ....... .. . ....... ...I.................. ... ... ..............1 ,."- ,.--. ..mm,,... ...,,w., ,:uw,,,�., ..:w.... ..w.................. _.. 9 Y : Textured Architectural I i : llwff.. "'�'��_e:"'",""""' '::°,T '1....... - •AMC-Anti-Moisture Connections `:• •Mounts Int ral to fixture :".". ............... .. ........ ..... ............._..,... ........................... .. r Bn ht Blue 45 : 45M 76 76M .... "i:: ':: e9 ..•r.. .: ;i.. ::;_:::; ..,.: �,. Bonze .. fix::: ::m.. m..".... ..m_.,. . .,..,,. _...... .......,... . ..�.... .m...................:.. 21" 2VJ max.LED lam !20W rnax.hala en M, ...'.':" ,;," .., WM1211 Select WM In Box 7 WARRANTY `.. ( ) . .t . .,... i c. '. Y"' P 9 :..t:. .. ::: z. I in hi nl :: ::::: [ 1 CJDLOI TE10,0r, to r URGC C4' Sunn Yellow 46 _."., o....y.. ........ •Available in 12"and 18"stem len the 46M Textured White 77 77M 7 !15" 9 a "� WM1221(Select WM In Box 7) ,_____.,..Y.-.........-...............-..-..-........i.............,--....-.................. -.... . _ See www.ANPlighting coin for complete fixture warranty. Bronze finish ACCe55orie5 Finishes m . ........," _.. .".,,.. , I, .... . ....I.....,._..... ..,.,".... .. ,..,. i Aqua Green I 47 47M iTexturedSilver 78 78M . ......... ........... ....'... ....... .. ......... .... .� ....... ... .. f..• •........ ..,...... .... ... . .._._.._... .__.................... . .-- rM Part Number Desert tion Standard Finish q4 ens aval a e w to 27K (2700K} _-... :_ i LED warranty information ating Prot P I , v mmum M.d..' a.... .............-.................................. , . ..... -...._.. ...,.1-.....,......•.........................................,......... ........,... _. ..... .. r, -Composite stake with b ass threaded insert PART-BZ Particle Dome Mounting Base Sat'sfies California Title 24 (3000K = t Galvanized 49 NA : PREMIUM FINISH �,.d.• c..ar: . ........- '-....-. W Iml @ rwarra BK-Black@ 30K ) •5 year limited warranty*on Light Guide engines -- -- (....... ............ PR1e PRi2 L t d 1 y y TT-Tucson Tan i 35K 3500 D Navy 50 50M ! Carbon Graphite 96 ; 96M l ( K) ...... . .......... .__.,. ...- I.............._1 I•5 year limited warranty*on LED Drivers 0 ea nt ...... ....... ............... .. , t i ; consult Facto for additional paint char es and availabii `:, 8-"""""" 40K (4000K) _: •�.. ....�.- .._..ry,".._- _..�.V....: ..,.,9_ ..".,...." _ .....- *Limited Warranty:A typical year is defined as 4380 hours of operation.Failed defined as more t DlStrltOutlOrt COIle5 '--'- -'• ---'- I• 1.... ; than 10%of the total platform LED's not operating Ig ' L .,...,...............m..:,.....,w...:........,..N..........,�.�...:...w.:..............m..-....•.......:,.�......:,..,w..,....,....,,......I....,..,:_::...,.".m.:",,.^.,,.,..�.: 0 o N/A 4u m 0 0 0 0 C 2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 C 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. 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Fixture Type: Quantity: Fixture Type: Quantity: 10 Customer: Customer: 9 REVISED PER NYSDOT COMMENTS 02/03/2023 8 REVISED PER TOWN COMMENTS 12/21/2022 Y., .r x'x,\. C.u\ .....Y`.`.. ...n.,. ;�....r:,;H .-". .'\�"_':...:'... " •Rx„;:,tis: ..:.«o;.'>:,.:.;:ax„x>.:.;.., r ...... ... :...:: :. :: REVISED P \... \ . ::. -. .. .. «.. 7 ER TOWN COMMENTS .:. ... . Po . ... ::: .. ;. s a ad io t s moufl rt *::.: :r% ":. .. +o Dort e n. befe. r S clfte t o She t o o f fen . t1AO N Sep. sfi j S .o a fo at v e d art :::k:a ...:::: , �paT P ... p .:.:: ..: .. .1,,. s f" �.. a 3:: .. .. . GU AT ON5 " :. REVIS fit, ...... . . COST T7P CONFI R \, . .:.'lilt>i!:....:' "ei 6 ED PER NYSDOT COMMENTS / .:.z:. �;.. ..... .....c,.. ::::::,, :' >' 0915/2022 n a Pr k. , h ::: ': O t o CtI e t ..... �. :. �. tt2?8 S t1f1S I. t \. , u„. .. .. .. : .. .... : .... ... .., .., .. .. ... .,. ... s"i1: . , .... ..... .„... .:,.<::,:. ::�.z.. ...„x.... `a`x. .,tee. .F'Q1. ..�.?�`... .� .. ............ ..: .. .. :Au... x.. s.< .:Y.,_ ...,\�'v. .,\a .. ..w..:,. . .,#.'.. ." .. .�: , >s.. -�: :`a. ..,> ...„>... - .:.. :•.,:, : `::' € :':; ..,.n. .„... -,..x. ..,. '� ,�+ w, ...... .. �. a� 5 REVISED PER TOWN COMMENTS 02/15/2012 4 ADDRESSED FEIS COMMENTS 05/11/2021 SH MOIU+N3ADAPT R LUSHMOIU'N5ADAPT R ADDRESSED COMMENTS DATE 04/08/2020 M4 0 2 2023 '" FLMounts to 3"OD PoleE M t t 4 OD P I R F Mounts to 5"OD PoleE __ ADDRESSED DEIS COMMENTS D 07/17/2019 F M� 3 12/9/19 FLUSH MOUNTADAPTE Southold Town 1 REV.TO 44 ROOMS UPDATE UTILITIES 04/11/2017 "" oun s o o e 161/2" )-- 161/2" -.l Planning Board Number RevisionDescripGon Revision Date Designed By Date Submitted 1 4 3 2 1 TC Ol/20/17 PA1211..36"x 7" PA1221/40"x 7' _..__________ I POLE SPECIFICATIONS -.._.._ ...........__..........._._................. ..__............_ ..... Drawn B Date Created REMOVABLE CA NO COMPONENT ASTM DESIGNATION MIN YIELD P.S I Y 1 POLE SHAFT A_500 GR B 46,000 TQLT 08/23/16 .,. . u „ :: .. :' .� r.: :. ....:... .: ..,...., .:.;::a:i:::.., +e,.,:: Fs r:: „,.,>�„yr.,1,�.::,r-:._-:.. - PP ed Y Scale p \ .. \; >,:,.. 3 ANCHOR BOLTS F1554 GR.55 55,000 ] ALL�MOUN_R ...,,2s�allMount S6l:0Tf Webste fors ecii4tIoAhe an additlonal''�II I rT1.'> � s. ::p'� A 4 G LVANIZEDHARDWARE A153 - BG AS SHOWN :.• .: �� :?::: '''. .:.>:........ .. XTUREREQUIREMENTS 1 . ., `` DRIL ED PERF IR FINISH SPECIFICATIONS Cient ... JltT) ri$iorlS,ate 1 )pjECtOn::y I I81gt.: „ s; ; D LLED 0 1 FIXTURE _:„.. sax.:. :::„„„.: a ...... ,a. .. ..•.>v x .�'.. .! .... ......... �'_I::. -- " •<� ` " `' POLES SHALL HAVE A POLYESTER POWDER COAT FINISH IN A STANDARD COLOR. 28" D2-DRILLED FOR 2 FIXTURES AT 90'OR 180° THE ENCLAVES O 28" 27�� D � D3-DRILLED FOR 3 FIXTURES AT 90°OR 120° POLE DIMENSIONS D P LE H T FT P I ( .) B T M DIA IN) GAGE MT HGT. FT i D4-DRILLED FOR 4 FIXTURES 14' 4 00 4 00 11 GAGE 14' 56655 ROUTE 25 BASE PLATE DIMENSIONS \' \? POLE SHAF L IR LE IN) BASE PLATE DIM (IN) BOLT HOLE IN PLATE THK. IN. SOUTHOLD 8.00-9 00 8 00 S ,DO 75 , NY I ANCHOR BOLT DIMENSIONS DRILLED MOUNT OPTIONS `�\\, AN HOR BOLT DIA. IN ANCHOR B LT LEN T IN Project' .75 20.00 ALLOWABLE WIND LOADING FT. TENON MOUNT OPTIONS: WIND' INDICATED EPA 80 MPH 90 MPH 100 MPH 120 MPH WM12111.03/8"x8" WM1221/10 318"x9114" -___.. __...._...._......_..._.._ --'- ...._..._....__.... _..........._......................................................................... T2-02 38 OD X 4 00 lG EPA _ 11.7 8 9 7 1 4 0 . _,. .....:<:::o:::.:.„.;_�~x::::::.,.; ::;.<:, ,.......<... .., ,,M.m... WITH13GUSTFACTOR x .;a .< :; ,,. :„e:^r; r":. ... `::: .... .... �f.. ,._:..,, ,,... .as:z!:::,. .+,;,. , ..:e;. .. T4-04 00 OD X 6.00 OGG «... ...... .. .. PLAN ra 4 -I " . ACCESSORIES: . :. ::. kYl,.. ;, . : � x m,. .. : : : 5 3 : i 4 ITE LI hITI ,,,�. "" POLE SHAF 25 THK TENON MOUNT G NG PLAN \\� ` ` TENON MOUNT OPTIONS ® G 566d5e5 ROUTE 25 : HSS150-F12 : �. _I HSS150-2 (field installable) HLMSPC-FM HLMSPC o68HLMSPC-10 PC............._. ______ _ TLPC__-_.--_------------.-._-_-__ -TL5_&_TL7__..-.----_---_---_-__--- -1 �0.75 uF THOLD OUN , NEW YORK S '; xw.-,M,....,r,-,.,.,...;,..K,..„.... .. ;, ..,ae,. : .: .. .;" •=1.<:: r.rn:is r1„,.:::;,::::::.,..»:,r,,.,,... .. POLE 2.00 X 4.00 N HOLE COVER s> '�"` "r., ...., a a '� '.' :�iiV a`. TN5 Coun Tax M Num er, Contract Number. ,..;: 'k „ .tti �: TN3 TN4 EIGH A D n P ' IX URS TO 3"L.IE E'TRANSITION 1AVITH ,.,,t �, - �� � � � �'' � T � TENON MOUNT TENON MOUNT TENON MOUNT HWITHT 8.00 SQ 1000-63-3-15 •� a�* y ` t g ry eference Number ::, `':. ''.1 :7.;, ";, � FIELD INS I ALLAB1� �OV `E, IIDI�:. N ICLD; Mounts to 5"OD Pole Provided FIXTURE Re Mato R . _ #, Mounts to 3"OD Pole Provided Mounts to 4"OD Pole Provided ELJSH MOUNT ADAITER . xa With 2 3/8"x 4"H Tenon INS ED e u# With 2 3/8"x 4"H Tenon With 2 3/8"x 4"H Tenon ,. :,::: .ra, :;:.. ::6:� .e`?',g a\ 1tr <6 Itle of Dra w:x:, :. _ wing. g. ........... ......:. . x ...�., ..,,.. :w.:. .... ...::.... ....... :::.. :..3aa, .. .. ::'xat::'' ........ ',afn.r ^, ,�o-xu.'....` 5 �w :' €f•: `.; :, . I ....:...., ....:.. :[�... T. S 16 1/2" -•�{ S 16 1/2" � � 16 1/2" �( SITE LIGHTING 17 00 2 00 X 4.00 REMOVABLE ABS \ v 2n B HAND HOLE BASE COVER ® w : + W/COVER B ® D ET iI LS - `K '` m House Side as oo-ras oo I Shield BOLT CIRCLE a 32 1/2" 31" 33•, I 1 s Drawing Number: o ��-OF NEW J, . Q 14 00 �� �'`Q' ND R E{y �, 0, , w 300 �_ _ �P o lu • 0.75 X 20.00 ANCHOR BOLT POLE DETAIL 8.00 X 8.00 X .75 THK- BASE PLATE * � � * I, w 3"POLE 4"POLE 5"POLE O ° _ • DRAWN: M.HARVALA 6/8/2015 SOME GEOGRAPHICAL AREAS HAVE SPECIAL WIND CONDITIONS THAT CAN CREATE W ND INDUCED r-- 8 m O 180° - VIBRATIONS CAUSING A FATIGUE PROBLEM NO METHOD HAS YET BEEN FOUND FOR PREDICTING •� cJ E A CHECKED T tr 1�7 DESTRUCTIVE LIGHTING POLE VIBRATION THESE CONDITIONS ARE UNIQUE AND CANNOT BE A � �& U N f I !,_,D 23171 Groesbeck HW , GUARANTEED AGAINST,AND ARE THE RESPONSIBILITY OF A LOCAL SITE ENGINEER �/� t Sheet Of p m m REVISION DATE y -/� 4" G TITLE. f N k"-'I N 270° 90, Warren,full 48089 092523 G f 5 � APPROVED. I I G H T I t't((•�"c a N j I'•-- j (- l-1 I lfi{J F:(585)774-5650 I F:(58b)77d-57Cb F�iO� �,�C'� 17 24 QUOTE' CATALOG. 1 °- a W'ww,unitedlightingstandords,com O�ESS10 PWGCProjectNumber, ��- C 2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 C 2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 HAND HOLE s o# R DWG NO: � m 9 9 9 p 9 P9 p ANPIi htln .COn1 9 9 9 P 9 p9 p ANPIi htin .eom REF: SCALE:NONE +7A�,'':ANf RSP-14-4-11 Unauthorizedaltera6onoradditon z - ANP reserves the ri ht to chan a material or desi n,wthout rior notice, in a continuin effort to u rade its roducts. ANP reserves the ri ht to chan a material or desi n,without rior notice, in a continuin effort to u rade its roducts. c 9 AVG1601 is a vitiation of Section 7209 0 a g 4 3 2 1 to this drawin and related documents NYSDOT CASE NUMBER 97500 Qfthe"ewYQrk$tateEdueationLaw 3i o a a I' ;, 11 TO OR TOWN HARBOR r , — LANE • PROPOSED 100/o LEACHING POOL - �Y EXPANSION AREA % ROPOSED ROPOSED ELECTRIC LINE FORCE MAIN Strategic Environmental and Engineering Solutions PROPOSED 10 DIA. PROPOSED 2 DIA. g g ROPOSED BY 13' EFF. DEPTH DOWNSTREAM WOOD NE°Tn,� _ LEACHING POOL MONITORING WELL TELECOMMUNICATION LINE EXISTINGISTORYFRAME ;µ LINE ° DRIVEWAY TOIBESHED TO BE RENOVATED AN (TYP OF 5) - RELOCATE EXISTING 1 REMOVED INCORPORATED INTO MAIN ROPOSED STRUCTURE E D APPR. GROUNDWATER PROPOSED , STORY FRAME FLOW DIRECTION GAS LINE CART PATH u "E,\, i GARAGE TO REM 310.00' rt: F N .. ..... ,.,. .. . • • 07 4'40 + ,, .-�. IGN 0 Johnson Avenue Suite PROPOSED 2 DIA. t S07°38'10' -... - __._-- PROPO E wd— --I --- d w� —Wd w�—W -w�-- - W9 Wd- � ' (STINGWELL ROPOSED Phone: 631Bohe589-6353 . Fax: 6361589-8705 . . . . . . . . . . MONITORING WELL w� —w�— ...... - NEW PROPOSED T/,. �TO'BE * PUMP STATION E-mail:.. 1 W j -Wd ........ �Yy ,a..w ur mall INF @ WGROSSER CO I _�- � _Wd_-Wd--- o DRIVEWAY REPURPOSEDAS O P ............... Wa IRRIGATI WELL ` CV PROPOSED ST o o w�- O G Op w 31 CONTROL ��® �� o p �. �y 0 o CONSULTANTS BUILDING 50'-01, O O AX. EXISTING TO BE Z PROPOSED REMOVED 1' \-... �' Q (n cb (SEEEETAtLONDWG.No'WARM MIX A�2H)ALT 50' MIN. m _ j j A G TO 2 STORY 2 EFFLUENT FLOW ? ' /\" Wd STRUCTURE TO REMAIN Z SIGN METER o O ( - wd_ ___ `, PROP OSEDRESTAURANT �I i p + PROPOSED HOTEL PROPOSED EVENT RM. 26.5 u> ARB GEJ - — W/BASEMENT i cb t z 10-0" STORIES WI BASEMEN NO BASEMENT) AREA -z s 4 SEATS PROPOSED °A x , � '" Y Two(z)sro T 2 •' J a,a7zsF 2$ ' $ fit, ZM�N• rr 26,272 SF w 27 SEWAGE �� ...:, ., �o �' a ` 26 o _...... <_ o — TREATMENT = ' o s ws S o x' 3 ROPOSED 10' 10'MIN. F \ O F EL.32.0' V _.. .._..._......_.. ._. '• � a �PROPOSEDADDITIONTO_ .. m o PLANT AND 100% MIN. ' . o EXISTING T W U / �, RD W W DIA. BY 5 LIQUID EXPANSION AREA o —S S _ F_ 15'6' p 29 a plate '� 49�;F c�6 o g Q a DEPTH GREASE PROPOSED �,, — w_* w w Iar�I Nrw P &� G Q a Q z �` 3___ 3 0 0 A ' O ' 3 �� 2 i 3 o } z Z GN WATER SERVICE zz/ 4 a :: ,.,g N,.,.i•r-ra,,R>^.:.xa:,.,. 3�late EXISTING TO BE 3 _ T �, ROPOSED r 4 \\ \ FA 3 AWNISC ENTURE 4 3 3 3 3 n �:. 3 3' 3 S. : z..... . . . . . . . . . . . . . . . .REMOVED. . . . . . . . . . . m m WATER SERVICE PROPOSED 75' ;. ,'. ': MECHANICAL 50' 25' x Is1.e,,t Sf.E.i .,.. �F o c~n c~n SCREEN 1 0 or I .o .'. ...:.,�.. \ ++ CONCRETE W Q \ y. PROPOSE \M WASHOUT W _..__. CONSTANT :: Fp 1 t\ \ O GRADE L.30.5' � O O . x �, �� s 00 S. s s O ; HEAD BOX PROPOSE \ _ NEW PROPOSED DRIVEWAY _ G, w Z PROPOSED 4 PARKING H HOT COTTAGE( ' \ �`+ :' Fp M AND PARKING 3 ew I'�V 0 V AREA EQUALIZATION X zo'-o M/N s : a rue ,,.�s. O : �Fp .., LL LL 0 z z ® :� PUMP STATION —FP _ � M M w' j m ..w..ww+..�-,w-a.w.w ...�,...,..>....a.:r.xw. RD :' �: ) \ F 1 FP F .�L ",o_.�. 'q-;;,a 'tea -n _ N' _ M M •:'--•••.-, CHESS BOARD M F Q P M M� 6 P LCA ANA ,•, " :3 SHED -_ M DKPRATIVE 3 _.-.. 4'4.5'20"�/ - \ BW,2.25.,_.._ g \ o ._,t .. ... 178.00' cb„- POND I r. COTTAGE2 ,. - 0 .......V ,,.., a Q 1 HOT rrp r PROPOSED 2.5 H ,. 2s sYTUB TAININGWALL :.. :...:.'',.. w 26 a cb C, ROPOSED i GRADE EL.27.5 +E�, FF EL.32.0 3 < w z ,:.........,.M. ..,.,... h... d J Q WATER SERVICE O LL a HOT ue a � � ND NOW OR FORMERLY OF LL w O a rn L\"_ _ _ a O \ � ' • —' -- 3 EUGEN TOMASIC&MIRELLA TOMASIC o I HOT COTTAGES ; RIDGE j I LA TUB r " rt39 S:: POOL REA 4�. a In ` T is S.C.T.M. N0 1000 63 03 14 S o 5 Sw,._.•, Ci o (IMPROVED,CONNECTED TO PUBLIC WATER) , LA S RIDGE, < - , z O W w w PLAY COURT Z • f N ... - GRADE EL.27.5' m a ° � � cb _ v J I + t9' 'OB \ \ O SIG — =;' COTTAGE 4 O kiii :: =............ _:,ri''ti� z w e £ q �, .... HOT z �r t =1111 it PROPOSED s s TUB 0 +b. TW:30.5 RAMP— TW:30.5 RAMP O == 3 28 a 22 LAND- SE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LIRR LOCUST LANE N LAND BANKED .. r�, PARKING ram; WALKWAY cacti v PROPERTY Io ., _.�._._. . r AREA O :< q Z w w w LINE 12 •. _..,........-_.._.____...-_-� '1't— Q\ ' r P. .. r LAND FORMERLY OF GARBAGE NEW PROPOSED DRIVEWAY NOW RYAN cb AREA 0 CwJi r? \ 29 _ I ::::: :::::: ::::::. - `' i d SCTM NO 000-63-03-13 SIGN s4 'tie \, \ N —31- 1 32 YiM PROPOSED PARKING AREA w� _ >; ; d °' (IMPROVED,CONNECTED TO PUBLIC WATER) : o 34 I r - SS f*;, 2' i f• d 00 . .... . ......... .... r I 12023 . ............. .. a—°---a -4,--0- a °—°--° °- o—°--- ----°—a--o---a--a----a---°-"--°--0----o--a----O ' ...,.... 10 REVISED PER I 9 REVISED PER OWNOCOMMENTS TS 2?2132022 �a -a—a—a— a ° --0--a--o--°----a--a --°----a ---° ----a- $ REVISED PER TOWN COMMENTS 2/05/2022 N05"�0'50"W 616.57' ............. 7 REVISED PER TOWN COMMENTS 1/23/2022 33 6 REVISED PER NYSDOT COMMENTS 09/15/2022 5 REVISED PER TOWN COMMENTS 02/15/2022 r1 N rn \ ,I `•;• - .. .. 4 ADDRESSED FEIS COMMENTS 05/11/2021 13 REVISED PER CLIENT'S REQUEST 02/18/2021 b � 2 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 LAND NOW OR FORMERLY OF 1 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 b CHARLES W.WITZKE c Number Revision Description Revision Date S.C.T.M. N0. 1000-63-03-28.1 N05°30'5ft (IMPROVED,CONNECTED TO PUBLIC WATER) 51.34' Designed By Date Submitted : TC 01/20/17 Drawn By Date Created LAND NOW OR FORMERLY OF Ti 08/23/16 PILLES REALTY HOLDING LLC Approved By sale BG AS SHOWN r PROPOSED SITE PLAN Client THE ENCLAVES'� •_• � �,:�` ,; r- '' LAVES SCALE: 1" = 40' 56655 ROUTE 25 SOUTHOLD, NY 0 40 80 Pro;ct SCALE: 1" = 40' ALLOWABLE SANITARY DENSITY FLOW STP DESIGN FLOW OVE LL SITE PLAN 6.75 ACRES X 600 GPD/ACRE=4,050 GPD PROPOSED RESTAURANT DESIGN FLOW SANITARY LVO U T PROPOSED SANITARY DENSITY FLOW 74 SEATS X 30 GPD/SEAT=2,220 GPD Project Addy ess: 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 County Tax Map Number; Contract Number. PROPOSED EVENT SPACE DESIGN FLOW 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 Drawng, PROPOSED GREASE TRAP SIZING REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+750 GPD=9,570 GPD PROPOSED 74 SEATS RESTAURANT c LEACHING POOL DESIGN P O P O S E D SITE 3 KITCHEN FLOW=20 GPD/SEAT X 74 SEATS= 1,480 GPD REQUIRED: 9,570 GPD/5 GPD/SF= 1,914 SF LAYOUT AND a m PROPOSED 100 SEATS EVENT SPACE , PROVIDED: NEW LEACHING POOLS UTILITIES PLAN 1. N KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS=250 GPD 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) 1,914 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; T I R Drawing Number: � GREASE TRAP(GS-1)DESIGN r - - --._.--- �EOF NEW y MAR 0 2 2023 �'� PNDRE►y c�,o�'� 1 W REQUIRED: 1,480 GPD X 1 DAY= 1,480 GPD Soutliald i o'�vn v w n PROVIDED: (1)8'DIA.x F LIQUID DEPTH GREASE TRAP(1,500 GAL) Planning Board ,— Sheet of o a N GREASE TRAP(GS-2)DESIGN FO 092523 18 24 a REQUIRED: 250 GPD X 1 DAY=250 GPD FEss' PWGC Project Number: LL PROVIDED: (1)8'DIA.x 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) z w Unauthorized alteration or addition z to this drawing and related documents AVG 16 01 `J NYSDOT CASE NUMBER 97500 is a violation of Section7209 LL o of the New York State Education Law - 3 � a a LEACHING POOL PROPOSED EXPANSION AREA 5 t ELECTRIC LINE , PROPOSED 10' DIA. PROPOSED 2' DIA. , Y 13 EFF. DEPTH ROPOSED B DOWNSTREAM „ TELECOMMUNICATION LEACHING POOL MONITORING WELL LINE k. ,. wY RO PO S E D Strategic Environmental and Engineering Solutions APPR. GROUNDWATER � a PROPOSED o m GAS LINE CART PATH FLOW DIRECTION Q 0 28 = o _ F o } Q o y, t PROPOSED 2' DIA. ;t S07038'1011E W 28 w U ' a- 622.7 -' 630 Johnson Avenue. . Suite 7 s. : w w M w �- Bohemia . NY . 11716-2618 31 'i � u� cn UPSTREAM ` Phone: - 705 ` • VU -Wd—WJ=- N�- E-mail: INF @ WGROSSER CO one 631) 589 6353 Fax: (631) 589 8 MONITORING WELL _ ,., ----WB--WJ-Wd 777 w�'—_w�— D ........rn ... CONSULTANTS INA PROPOSED STPW� — o o = _ 31 - - �� o o m m CONTROL - _ - - 1 o , \ 6o1_on 6o1-on _ `° BUILDING — - 1 11 0` 120,FIAX a W �O 5 ° ° _ ya PROPOSED 50 .IVIIN. , \ 28' , EFFLUENT FLOW ; z ' , R28'' METER ° o =` , - i t"". PROPOSED HOTEL PROPOSED _\' Y ' - STORIES W/ BASEMENT FIII �,p X - �+ 1 0 TWO2 10' MIN. 26,272 SF 1 11` 1 SEWAGE �`�X X .; R4' 61 TREATMENT _: _ s FF EL 32 0 a \ 8' 0„\ \ PLANT AND 100% ri ° , 8'MIN. G��,� - ° r8 S —s s s 's _ z , , 26 t - 1 ;I , EXPANSION AREA R2 — _ r T S s �1^ CCNZR R G G G E E •�\� \ \ G G��G F e�„o,�G C1G_.-<{ G �T E T T T T ::y� G-- PROPOSED ,, ••• T� Wes_" VJ� W W W W "' F.F.El.32.5 8 G` WATER SERVICE r�---W R24'-5" � �} WSW o \ \ PROPOSED R32-8 R \ , 75 , ST.P': • , , , , 50 1S _ \ 1 11 , 25 - _x _ T MECHANICAL , SCREEN 2 %� G�� SE , „ , s OSE . . . PROPOSE 1 PR TYP. CONSTANT , / S_ 5 0" � \ . GRADE L. 30.5 O HEAD BOX - • • s . PROPOSED° ^�. . w1 `y t X PARKING x ;_ PROPOSED \ X AREA C fr HOT t F EQUALIZATION X }` 24'-0° TUB '�' �F CHESS BOARD MP STATION n. . ` - P U '�i'.o'': ��� ,...,,��r•:4,n,.xa,nr,..-•:a....7.�:.,.,...,ram^,�:u,.,.,...a..• `�n...r...,,•,..w.a_.,.•...tr,_. p D ��p R+u•, ' .` m oa 8 r I } ` : 3 : 3 \ REVISED PER NYSDOT COMMENTS 02/03/2023 m PO L CA ANA ,; Q ;- • _ • - • - :• =: :: =' `` _ �, REVISED PER TOWN COMMENTS 2/21/2022 S -. i� J\ R _.. W. �� 8 REVISED PER TOWN COMMENTS 1/23/2022 '� - Br"\ I......BW`..2,1 5 7 REVISED PER NYSDOT COMMENTS 09/15/2022 Y AR 1 \ R J . :�5. R , 02/15/2022 ¢ '1 5 ADDIRESSED EIIS COMMENTS TS 05/11/2021 COTTAGE 2 i.-....i I 4 REVISED PER CLIENT'S REQUEST 02/18/2021 N HOT i..- 669 SF .' ':' t RD i I :..._. .....' I -}- 2• TUB PROPOSED 2.5 H I L__ "`"I 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 s 5 :;s s s RETAINING WALL ' 7.5' ADDRESSED DEIS COMMENTS 07/17/2019 2 GRADE L 2 +G EE E 1 L; �25 REV.TO44 ROOMS UPDATE UTILITIES 04/11/2017 �, ,"...,.`,•.n'"'"••,..m..l,,,..;... ,�.-� n-�.,tn:••'w. ,.�:,., Number Revision Description Revision Date Y m m \ I 'ems ..............._ gg i :. :. : • ., s.„,. :_ U Designed By Date Submitted •� � HOT a - B '- - Date Created 1/20/1' 0 7 ` T ' � -R(P• Q t ' j Drawn By , P w I ;- C\L 08/23/16 , '[�( •:' a Approved By t Scale T T -. COTTAGE 3 _.l �_..._............._._ Client : GL HOT o ,, POOL REA BG AS SHOWN ,�9 S. .................... U r 6655 ROUT • TUB22 s s-s s N ._„ .,,..._. E 25 , X177- 1J 1 PLAY COURTS •..� {.wn,:.,...•rY-.f+M,/,..x' .�,....tn.h.¢..,.•rrV,.`.a.. fir-,.sin.,-y,.�-.,,y x. • , r h. .... RD ® w COUR SOUTHOLD NY O _ E 5 rGIV f20' r s� Project: , 'r \ / k- HOT COTTAGE 4 '� RD O BW: 27.25 PARTIAL SITE PLAN TUB 669 SF: TW: 30.5 RAMP TW: 30.5 RAMP O PROPOSED _ SANITARY LAYOUT .. � s :s s s 22 LANb F LA ND N D BAN , LI RR - N BANKED �� •• ` „ :......,",. ...,�...�.:.�., �� ,���..,.,:.,...:�. Project Address PARKING 10 � --- ... O WALKWAY •,, 56655 ROUTE 25 PROPERTY �-- AREA ' LINE Z SOUTHOLDI 12 R4 . 13'-10 SUFFOLK COUNTY, NEW YORK ,, �/ f: ,. •., �� ....... y p umber. ContradNumber: I� ' ►.r. CGTBhC tt „ilk �.. 20 ......,c\c "a: c� `>: �`� �` - rt' `�. A O O O .. !� I ``00 , ... County T Ma N 1000-63-3-is Regulatory Reference Number', Tide of Drawing. PROPOSED HOTEL SITE PLAN PROPOSED SITE SCALE: 1" = 20' W 0 20 40 LAYOUT AND' a I th SCALE: 1" = 20' ^ � :� UTILITIES PLAN a , E I �i• D w F- -- -- MAR 0 2 2023 Drawing Number: N OF NSW yo 6 �out�lolci-i own DREW � I Planning Board P t o ® E w � if � m CD E Sheet of go 0925 3 �� a 19 24 A� FEss� P PWGC Project Number ww Un's drawing a d related documents AVG 16 01 L on to this drawin and related documents � NYSDOT CASE NUMBER 97500 is a violation of Section7209 o of the New York State Education Law C o a a Strategic Environmental and Engineering Solutions -?n tom,,, 3 }1'> .'er B•r+�''.''. 630 Johnson Avenue. . Suite 7 Bohemia . NY . 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS 4 ROPOSED = FORCE MAIN kr ` \ 26 S07 44'40T + 310.00 \ .0 MIA to .�.��.- .............. .... ...... ......... .. . .. - '. .... , . _ _ _ ROPOSED PUMP STATION y`y O 1 o 24"W UT �y \ CV - y R20' \ CN E \� , ry',•'• r . z 'SUPERPAVE'WARM MIX ASPHALT _• �_ :;_;;;:'; \ / r- �21 Q � (SEE DETAIL ON DWG. No. 702) 18 0 '...F J 26 104-1 e e 1 I VI-4 yq:1 28 _ 1211 LU —In _"'Q 26 4" `r I PROPOSED s S ® R : :. 5RD 1 511 A . ...... . U o N _ 1 /�11 RD " r ROPOSED 10 ., CK 9 �1 fl11 10 0 231 p�� 9 _ _ _ 1w W ID �` 26' 3 �' D IA. BY 5 L I Q U 8 REVISED PER NYSDOT COMMENTS 02/03/2023 j y TYP 91-01, \ 7 REVISED PER TOWN COMMENTS 12/21/2022 _ DEPTH GREASE 6 REVISED PER TOWN COMMENTS 11/23/2022 18 0" ``\\ �° 1., — — — J 5 REVISED PER NYSDOT COMMENTS 09/15/2022 P -• aj;,;+ , ,� a-__ � 4 REVISED PER TOWN COMMENTS 02/15/2022 -''. a 2 _� 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 3 ® 3_ 3 -• ' _• '• - �- ��a D DEIS COMMENTS 07/17/20 O f1 -. I 44 ROOMS-UPDATE UTILITIES 04/11/2017 ®� � ".. -f ;+' �..:. � : :: "; ;"� : t. .. \ �Y� gg•r �)}� .y.�T. 1, � 1 ADDRESSED _� :':; ..., . . . ... ... ... ... .. k�..PA.I. I R O P O S E D Nu E TO p on Revision Date ..., O. �r� mbar Revision Des .; d. ..,'a ut.. ... -a— O O •O CII'I 3 77777`3 3', W oo WATER SERVICE Designed 9 Y Date Submitted R1 - REQ'D E—. TC 01/20/17 1 O Drawn By Date Created U O o FRONT YD. (n (n TQLT 08/23/16 ti 1 Approved By Scale r' �231 5n '9 on 41— - R23'-5" U. o �. _. R 10' `" � ' ' l � W Client: 22 R10'-2" .R10' R7'-6" w - _; 56655 ROUTE 25 R7'-6" - - INAGE AREA 'C' w SOUTHOLD, NY 11 N - 261^p P Iv N p U U Project 3 — — — — _.� — 3 _ z -. CD R6 11 x CV ' 18"W UT_ M .. PARTIAL SITE PLAN FP ` ... ;... _ _ ... .. .. —FP FP—Y FP . Q M M ' M M 71 611 .. .. !M , P F j P FP FP' \ M M M M M _ R _ O �f Y Y? .: F �-FP F FP.-i�� rO---v---C—O--0—O----0".�—p _.. M M M M M M 1 SA■ V I TA ■ LAYOUT I-,�...'a't i, FP FP FP �o�\,,t" __. M -• ,+ ..r FP FP FP o��-C�___ fl M M M J :) ! :. ...3 ':.:i P i/ p FP FPFP -- -. FF � .... 04°45'20"W 17Q nn� F FP 56655 ROUTE 25 { Project Address: 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. _ Tide of Drawing SCALE: 1" = 20' PROPOSED SITE 3 LAYOUT A N D a m UTILITIES PLAN A -9 w 0 3 0 Drawing Number: R Rom, I V E Dyo �� P� o pREW �� MAR 0 2 2023 Qz Sourho i otivn- r m d .- ----— Planning Board > Sheet of 5 ` o FAA 092523 20 24 sslli PWGC Project Number: LL ui lii Unauthorized alteration or addition z to this drawing and related documents AVG 1601 NYSDOT CASE NUMBER 97500 is a violation of Section7209 o of the New York State Education Law o a a AMERICAN MADE C.I.FRAME WITH SLo COVER OR O.D.PLUS 2'MAX C..FRAME WITH SOLID COVER BYNEENAH, (SEE NOTE BELOW) CAMBELL OR APPROVED FINISH LAYER MATERIAL EQUAL RIM ELEV. PAVEMENT CURB LINE ADJUST TO FINISHED ........... GRADE GRADE WITH BRICK FRAME&GRATE Strategic Environmental and Engineering Solutions ALLOW 4"MIN.FOR 1'MINIMUM,4'MAXIMUM SOILS IN EXCESS OF 9"BELOW FINISH GRADE SIZE OPENING FOR ADJUSTING OF PAVEMENT SUBGRADE CASTING CASTING Nicolock Checker Block pavers COMPACTED TO 90%AASHTO with reinforced were mesh 2"DIA.PIPE AT 1,0%MIN. T-99 (MATERIAL AS PER DESIGN) REINFORCED CONIC. Topsoiliseeding . . . . . . . . . . . . . . . LIMIT OF WORK DOWNSPOUT 30 I= SLAB COVER CLASS IV RCP PIPE GRADE DRAINAGERINGS WRAPPED . . . . . . . . . BY SITE CONTRACTOR ..................... o. 30= WITH GEOTEXTILE FABRIC ....................... ... .......................... f.. 3'- T-O" I — — . 1. . ;:;.I,.: v. . --4`­'.;. — 1"-1'/:"Bedding sand 630 Johnson Avenue. . Suite 7 O.D:. . . . CAST IRON CLEANOUT WITH BRASS FERRULE MIN 30= MIN SUPAC 4NP OR #30 ASPHALT Bohemia - NY - 11716-2618 BACKFILL ABOVE SPRINGLINE TIC (CAST IRON PIPE PAINTED TO COLOR APPROVED EQUAL 8"MIN. ROOFING FELT 1' Compacted aggregate base BE PLACED IN 12'LIFTS SPECIFIED BY ARCHITECT.) 3'-0"MIN. RING DEPIH VARIES PAST GRAVEL Phone: (631) 589-6353 - Fax: (631) 589-8705 . . . . . . . FIRST FLOOR . . . . . . AS PER DESIGN COLLAR Geotextile separation fabric -mail: INFO@PW GROSSER.COM E 6/, 61, 61, /Z PRE-SHAPED FOUNDATION OR ILI Im 17 1 TYP oo BACKFILL UNDER AND Compacted soil subgracle SPRINGLINE FLAT FOUNDATION WITH GRADE Ir AROUND CRYWELL WITH REINFORCED CONSULTANTS D— BACKFILL TAMPED INTO PIPE :30 GRANULAR MATERIAL 10 CONCRETE PRECAST PVC(SDR18)PIPE FITTINGS SIZE TO BE CONTAINING LESS THAN RINGS HAUNCHES AT CONTRACTORS CHECKER BLOCK:TOP VIEW CHECKER BLOCK SIDE VIEW COORDINATED WITH DOWNSPOUT LEACHING RING DISCRETION 15%FINE SAND,SILT,& 30 .el CLAY. (SILT&CLAY 24" 3" FERNICO SERIES 105G COUPLING FOR CAST �p 3" IRON TO PVC PIPE 30[M 17-1 1=: FRACTIONNOTTO 1 2 1/. BEDDING(CLASS 1,11,OR 111) EXCEED 5v.) TYP 4' 4" EM 17-7 TYP 00 1= T�P- 4" WHERE UNSUITABLE MATERIAL TO DRAINAGE SYSTEM TYPICAL oo 12" 2"1 2!, IS ENCOUNTERED DURING DOM = 11:- ED E=1 f 6"16"X6"GAUGE Ty- WELDED WIRE MESH BACKFILL PLACED ALTERNATELY EXCAVATION OF PIPE DRAINAGERING GRAVEL COLLAR T-0" P IN 6"LIFTS ON BOTH SIDES OF PVC(DR 18)@ 1.0%MIN, ..........I !10. A A 24" [J MIN.TO PIPE UP TO SPRINGLINE TRENCHES. 51-0" 81. GROUNDVIiATER MIN.ALL AROUND r specifications LEACHING RING pieces s.f. r pieces pallet NOTE: GROLNDWATER BACKFILL UNDER AND width length height per s.f. pa palle weight ELEVATION G pallet e r NOTE 1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITECTURAL PLANS. \—AROUND DRYWELL WITH 24" 1 24- 1 4" .25 80 r) )nrin 12'-0"0 GRANULAR MATERIAL 1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 6-0",THE CONTRACTOR MUST PROVIDE SIX(6)FOOT MIN. CONTAINING LESS THAN SHEETING AND BRACING.AS AN ALTERNATIVE,THE TRENCHNALLS MUST BE CUT BACK TO PENETRATION INTO 12 15%FINE SAND,SILT,& A 1:1 SLOPE,OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL,WHICHEVER IS MORE ROOF DRAIN DOWNSPOUT ACCEPTAELE LEACHING CLAY. (SILT&CLAY MATERIAL.IF SAID SHALLOW. FRACTION NOT TO 2- CLASS 1,11,111 OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES,PER USCS SCALE: NTS CONDITION CANNOT BE NOTE: 12'-0"DIA. EXCEED 5%) NOTE: ACHIEVEDWITHIN THE UNIFIED SOIL CLASSIFICATION SYSTEM) FIRST SIX i FEET BELOW 1. ALL DRAINAGE LEACHING CATCH BASINS EFFECTIVE DEPTH DEPTH VARIES, PRECAST CONCRETE 3- SAWCUT ZBEYOND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED. 1. ALL DRAINAGE LEACHING POOLS EFFECTIVE DEPTH DEPTH VARIES,SEE PLANS THE BOTTOM OF THE LAST FOOTING FOR EFF DEPTH. LEACHINGRING,CONTINUE SEE PLANS FOR EFF DEPTH. CHECKER BLOCK CONCRETE GRID DETAIL WITH THEEXCAVATION OF PIPE TRENCH DETAIL DRAINAGE LEACHING POOL THE SIX(61 FOOT MIN. DRAINAGE - LEACHING CATCH BASIN NOT TO SCALE CIRCULARWICK,UNTIL SCALE: NTS SCALE: NTS APPROVED PENNETRATION SCALE: NTS 11,Ar.HFIVFD NYLOPLAST 24" DRAIN BASIN: 2824AG CAST IRON CURB INLET TRAFFIC (D(2)INTEGRATED DUCTILE IRON BEARING BICYCLE SAFE(BY FRAME I GRATE TO CAMPBELL-) MATCH BASIN O.D. 18'MIN WIDTH GUIDELINE ALLOW 4"FOR FINAL ADJUSTMENT OF FRAME 2'-6" MINIMUM PIPE BURIAL 8'MIN THICKNESS GUIDELINE a o o VARIABLE INVERT HEIGHTS DEPTH PER PIPE ........................... ....... AVAILABLE(ACCORDING TO MANUFACTURER RECOMMENDATICIN PLANSITAKE OFF) ((ADAPTER TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE 101-0 ANGLES PURPOSES ONLY.ACTUAL CONCRETE SLAB MUST BE DESIGNED #4 BARS IN TOP SLAB(4"O.C.) VARIABLE 0'-360* TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC ACCORDING TO LOADING,&OTHER APPLICABLE DESIGN FACTORS. 'o PLANS y GROUT AROUND ENTIRE PIPE 18"MIN. SEWER MAIN OR DRAINAGE PIPE---------() (D VAR ABLE SUMP DEPTH ACCORDING TO PLANS IT MIN) CORRUGATED HDPE DRAIN PIPE HOUSE CONNECTION OR APPROVED EQUAL OPENING 6' 0.5%MIN. 4'-0* 18"MIN. ®VARIOUS TYPES OF INLET&OUTLET ADAPTERS 4"MIN AVAILABLE,4"-24"FOR CORRUGATED HDPE (ADS N-12,ADS SINGLE WALL,HANCOR DUAL WALL), _----POLYPROPYLENE COATEDY2" SDR 35,SCH 40 DWV,CORRUGATED&RIBBED PVC 11 U-4 STEEL RUNGS @ 12-O.C. 10 101-01, 101-0" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PIPE INVERT ®WATERTIGHT JOINT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11 8 REVISED PER NYSDOT COMMENTS 02/03/2023 (CORRUGATED HDPE SHOWN) MATERIAL AS DEFINED IN ASTM D2321. BEDDING&BACKFILL FOR (D-GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED 7 REVISED PER TOWN COMMENTS 12/21/2022 V-13"SQ. OPENING FILLED (2)-FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 WITH GRAVEL 0-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS, UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 6 REVISED PER TOWN COMMENTS 11/23/2022 S-O" RISERS ARE NEEDED FOR BASINS OVER 84"DUE TO SHIPPING RESTRICTIONS 5 REVISED PER NYSDOT COMMENTS 09/15/2022 -—- .-- SEE DRAWING NO.7001-110-065 &DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE(ADS&HANCOR DUAL WALL)&SDR 35 PVC 4 REVISED PER TOWN COMMENTS 02/15/2022 'T0360'.TO UM 3 8" ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0 M ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 6" ANGLE BETWEEN ADAPTERS SEE DRAWING NO 7001-110-013 2 ADDRESSED DEIS COMMENTS 7/17/2019 ............................ GRATEOPTIONS LOADRATING PART# DRAWIING# THIS PR 3130 VERONA AVE ­06.� PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS THE RECEIPT OR 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 PEDESTRIAN MEETSH-10 2499CGP 7001-110-216 POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER,OR LICENSE THE USE OF THE DESIGN OR TECHNICAL BUFORD,GA 30518 7001-110 Number Revision Description Revision Date STANDARD MEETS H-20 2499CGS -217 INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN,OR PHN(770)932-2443 V-8- 7001-110-218 MANUFACTURE OF ANY ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN,EXCEPT BY SPECIFIC FAX(770)932-2490 —UNDISTURBED SUBGRADE SOLID COVER MEETS H-20 2499CGC 4'4' 8. DOME NA 2499CGD Nyl'dtast 7001-110-219 WRITTEN PERMISSION FROM NYLOPLAST, ✓ www.nylopiast-us.com DROP LIGHT DUTY 2401 DI 7001-110-075 TITLE Designed By Date Submirfed 24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TC 01/20/17 SIDEVIEW TOP VIEW I DAG NO. 700I-110-192 REV 8 Drawn By Date Created DRAINAGE - CATCH BASIN DRAINAGE SEWER CROSSING DETAIL Approved By TQLT Scale 08/23/16 SCALE: NTS SCALE: NTS BG AS SHOWN CATCH BASIN DETAIL Client: SCALE:NOT TO SCALE THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project. WATERPROOF INTERIOR FACE OF SITE PLAN CONCRETE RETAINING WALL WITH DRI-SEAL SEE SHEET 3 OF 12 FOR (OR APPROVED EQUAL)SILICONE EXTERIOR RAMP SIDE OPTIONS COLORLESS WATERPROOFING i TOP OF WALL ELEV.30.5' SIDE FLARE(TYP.) BUFFER ZONE . . . . . . . . . . . (SEE NOTE 23 FOR TLAKt:SLOPES) Project Address: . . . . . . . . . . . 56655 ROUTE 25 12"THICK POURED CONCRETE WALL 3.25'REVEAL . . . . . . . . . . . . . SOUTHOLD 4,000 PSI SUFFOLK COUNTY, NEW YORK 4C . . . . . . . . . . . . . . . . . . . No.4 BARS 12"O.0....................... County Tax Map Number, Contract Number: . . . . . . . . . . . . . . . . . . . 1000-63-3-15 BOTTOM OF WALL . . . . . . . . . Regulatory Reference Number, 3"MIN COVERAGE ELEV.27.25 . . . . . . No.4 BARS 12"O.C.ALONG EARTH SIDE NOTE: Title of Drawing: FOOTING CONSTRUCTED ON 4'-0" 2 TON/SQ.FT.UNDISTURBED BEARING RAMP 2"x 2"KEY SOIL,OR PROPERLY COMPACTED V-6" No.4 BARS 18"O.C.6-13"LONG ENGINEERED FILL CERTIFIED BY A SITE LICENSED PROFESSIONAL • SEE DETECTABLE WARNING ENGINEER. y --mr- 1-6" PLACEMENT DETAILS ON SHEET 2 OF 12 DETAILS (SEE NOTES 1-7) No.4 BARS 18"O.C. 6'-W6"— T CLEAR SPACE (SEE NOTE 2) E C ETI V`E-D Drawing Number: CURB RAMP CONFIGURATION: TYPE 1 CONCRETE RETAINING WALL VAR C 2 2023 NEWl,, < 0 SCALE: NTS SCALE: NTS DRE �P, L-75biI io Id -1-6,,�-j r-i--- ITEM 608.0105009 Planning Board E. 7 0 0 , E Sheet of 092523 21 24 1 PAVEMENT AR�FE 8.f3'-O'fMIN Ir CD ss"i PWGC Project Number LL Unauthorized alteration or addition NYSDOT CASE NUMBER 97500 to this drawing and related documents AVG1601 is a violation of Section 7209 of the New York State Educition Law U 0 r 0"(N.T.S.) N.Y.S.D.O.T. ----3/4" SIGN No.R1-1C CAPPED WITH CONCRETE - ' 9"DIA. __....__._,_.,,----.`j- �I I �.. ........................... .................:.. ................ . RESERVED ............. ........................ ........IPARKING 30" 10"' "' 'STOP 3"GALVANIZED(WEATHER TYPICAL TRAFFIC 's PROOF)STEEL MOUNTING - CHANNEL(TYP.)COATING TO ,z 4"WIDE BLUE STRIPE - • ,},y ' CONTROL SIGN ' COMPLY WITH N.Y.S.D.O.T. 3'-0" NEW BLUE HANDICAP REQUIREMENTS(SEE NOTE') SYMBOL .................................. 6" 2"SQ.POST O T-0"MIN. ` POST PUNCHED FULL LENGTH 6"DIA.HEAVY DUTY PIPE FILLED Strategic Environmental and Engineering Solutions o WITH 3/8"DIA.HOLES 1"O.C. WITH CONCRETE&PAINTED 20' ..................--... ................................... _... __......__ YELLOW r' p t T-0"MIN. (TYP) -. O 2' 7„ I _j FINISHED `ice';=:_•..>4- p = = FLOOR ° r I `I` a 630 Johnson Avenue. . Suite 7 O 18"MIN.FROM EDGE OF f 112"PRE MOLDED BITUMINOUS PAVEMRNT TO SIGN JOINT FILLER Bohemia . NY . 11716-2618 42' 27"DIA _ _ 15° -' -- o ............._._.._,,.._......._...... Phone: (631 589-6353 . Fax: 631) 589-8705 I ) ( 4"BELOW FINISHED� PAVEMENT - E-mail: fNFO@PWGROSSER.COM O 6" 3'=0" CONCRETE GRADE O \ \ I i REPAIR OR REPLACE SURFACE \ � FOOTING �. . \. r�\ \ 2 1/2"SQ.SLEEVE ✓ �Pe \ ' \ y\ \ ,\ 4,000 PSI 10' 10' 8' ►j CONSULTANTS ' o V 36" IN KIND CONCRETE FOUNDATION v rr '�\ \, �` @ 28 DAYS ;l 4,000 PSI 28 DAYS @ O ��� ; __._........ ....._....-----------......------------._.. PARKING STRIPING DETAIL 21/2"SQ.SLEEVE '`�•, \ � i p DIRECT EMBEDMENT AS PER \.� 3" — -- ----..._W.__.......__._..._. l�7,: v N.Y.S.D.O.T.REQUIREMENTS . . _............. : .. �' i SCALE: NTS _......_._....._.. _ f �: � ,, . BLUE PAINT SQ. VARIES SEE PLAN { HANDICAP SYMBOL TYPICAL TRAFFIC CONTROL SIGN DETAIL STOP SIGN DETAIL BOLLARD DETAIL SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS CURB .� r, ... SAWCUT EDGE OF EXISTING SIDEWALK TO (TYP) " PAVEMENT RAMP VARIES SIDEWALK CONCRETE WALKWAY PAVEMENT SUB-BASE FILL WITH 1/2"PREFORMED y "WIDE FULL DEPTH CONTINUOUS A BITUMINOUS MATERIAL A ,_\ \ LIP EXPANSION JOINT BETWEEN CURB ......,..,._..'..s_ \ \" .....�. • &CONCRETE PAVEMENT(TYP AT 6 FACE OF CURB 24"(TYP.. "EXP.JT. ALL EDGES OF RAMP) 4'-0" 5° SECTION A-A Fc 12 1 1/2" CONCRETE PAVEMENT --.�1 SIDEWALK \ a LU W \ SIDEWALK VARIES WIDTH OF VARIES SIDEWALK ;.: a.=:ti f:>;`.^`-; o r.. '�.. 4 MAX. RAMP 4'MAX. v`i..M<; = — r 1� >r::..ax> r( RAMP RUN DETECTABLE WARNING �J � ' 4'MIN. I�_ _III_ _' 6X6-W3XW3 WWF �: STRIP(1 FT.x 1 FT TILES) VARIES _ _ CONTRACTION JOINT EXPANSION JOINT r r;• , III— \\a �� ,' SEE PLAN I I M 1? 0 (TYP) EVERY 4' EVERY 20' �\� ° 12 1 1 11 6 I—i i COURSE PLAN AGGREGATE BASE 5���. RAMP RUN—� PLAN y"EXP.JT. NOTE: rY2'.EXP.JT. ,\ LANDING " <`' STRIPING WIDTH TO ,.�, :`: SECTION 'AA' COMPACTED SUBGRADE ;,;,;, •;, ( DETAIL"A" 6"x 6"W2.9 DETAIL"B" SECTION B-B 1.12 WHITE PAINTED MARKING x W2.9 W.W.F. MATCH WIDTH OF �� CONCRETE WALK CONCRETE TO BE 4,000 PSI @ 28 DAYS CONCRETE TO BE 4,000 PSI @ 28 DAYS \ 1'.I,; \\�, CAST-IN-PLACE CONCRETE W/ z 4'—J BROOM FINISH COMPACTED 5"POURED CONCRETE \,,,_ r . LANDING A SUBGRADE . \ . _..............................._...... WALKWAY PAVEMENTOCONCRETEE LAN FOR CONCRETE TO BE 0 PS @ 8 DAYS A JOINT SPACING) 4,00 2SECTION A-Ahlk1 _. 117 TE TO BE 0 PS @ 8 DAYS CONCRETE 4,00 I 2 A TRANSITION FLARE-WALKWAY NOTES: ' 6'MIN. X F✓ PAVEMENT OR LAWN AREA,SEE 1/4 RADIUS AOil A U ...: O .: I 6 li '/r,,',•,%'./' M PLAN FOR SPECIFIC CONDITION. 2 G AT THE TOP OF EACH CURB RAMP AND SHALL HAVE MINIMUM CLEAR DIMENSIONS 1. THERE SHALL BE A LANDING • OF A 48 BY 48 SQUARE :': .,.' CURB { \,CURB RAMP SHALL BE FIVE FEET 1" 112" i---• 114" iZ;7 MAXC;SLOPE,':: t2;'[MAX,SLOPE.. 8 c� — /. 1. Z.>"<:>;'•:•` ":.; 3. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12( .3 0). .> : 33°1°:'::: RAMP /' %' '> ' 8-33� .'a';:" 1/2"WIDE FULL DEPTH 14J ' ' " EJ" 4. THE LENGTH OF THE FLARED SIDES SHALL BE AT LEAST TEN(10)TIMES THE CURB HEIGHT,MEASURED `• CONTINUOUS EXPANSION 24 (TYP) ALONG THE CURB LINE. JOINT BETWEEN CURB& 5. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE,FIRM AND SLIP RESISTANT. PROVIDE A COARSE M CONCRETE PAVEMENT(TYP AT BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE OF CONCRETE RAMP SURFACES,EXCLUSIVE OF " CROSSWALK DETAIL"'=":=• ALL EDGES OF RAMP) 6'MIN.TRANSITION DETECTABLE WARNING FIELDS. .................................. ................... SCALE. NTS 11 TRANSITION CURB(TYP BOTH 6, RAMP TRANSITION BETWEEN WALKS,GUTTERS,OR STREET SHALL BE FLUSH AND FREE OF ABRUPT 10 DETECTABLE WARNING STRIP CURB TYPICAL BOTH SIDES SIDES) VERTICAL CHANGES(Y4"MAX.) . . .. . .. . '. .` 9 FLUSH INTEGRAL CURB W/ 2" 8 REVISED PER NYSDOT COMMENTS 02/03/2023 LIP JOINT SEALER ..--6"— 7 REVISED PER TOWN COMMENTS 12/21/2022 1/2"PREMOULDED 6 REVISED PER TOWN COMMENTS 11/23/2022 PLAN VIEW PLAN DETECTABLE WARNING STRIP 3" �— EXPANSION MATERIAL DETAIL B FINISHED DETAIL A GRADE --1" 5"-- 5 REVISED PER NYSDOT COMMENTS 09/15/2022 CONTRACTION JOINT EXPANSION JOINT --ff-- ----I-----1- \�\\��\�\\�\.' 3„ PROPOSED 4 REVISED PER TOWN COMMENTS 02/15/2022 SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK DETAIL r r r' 2 � I +— PAVEMENT 3 ADDRESSED COMMENTS DATED12/9/19 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 TC 01/20/17 r.: Drawn By Date Created R=1^ TQLT 08/23/16 4 Approved By Scale - - - BG AS SHOWN 8" Client: CONCRETE TO BE 4,000 PSI @ 28 DAYS THE ENCLAVES LOAD CAPACITY AT LEAST 75,000LBS 56655 ROUTE 25 DOME TOP FOR EMERGENCY PURPOSES TERMINAL POST 2.875" BLACK VINYL PRIVACY SLATS 1-1/2"TOP COURSE SOUTHOLD NY MOUNTABLE CURB DETAIL ' O.D PIPE 2-1/2"BINDER COURSE , , „ Project: LINE POST 2.875"O.D.PIPE .�i\!\, r 6"COMPACTED RCA SCALE: NTS TOP RAIL THROUGHOUT TOP,DIAGONAL, AND \ \-�f r�/�i.�/��!'� \ 1.66"O.D.PIPE LINE POST TIE 12"O.C.8 BOTTOM RAIL 1.66"O.D.PIPE 1.66" O.D. �f\�\�\�.\\\�'\ \r\j, ;:�,: r\� NYSDOT SPECIFICATION RCA GAGE ALUM.(TYP.) BRACE RAIL CHAIN LINK FABRIC \\\\'\\�\\�% COMPACTED SUB GRADE ) CHAIN LINK FABRIC BLACK VINYL 2:X6"GA.TYPE 1 R=1-1/2" RAIL TIE 18"O.C. TENSION BAR 2:X6"GA.TYPE 1 ALUM.COATED PRIVACY SLATS ALUM.COATED 4x FINISHED 6 SITE PLAN TENSION BAND 12"O.C. 1.66" O.D.BRACE RAIL BRACE BAND LINE POST Loop TOP - ----' ---- ----- TYPICAL ASPHALT PAVING DETAIL 2 X\ GRADE 3" I SCALE. NTS 6 PAVEMENT � � � �•' 2:, PROPOSED Pro'ect Address. HEIGHT 1 EMEN � � EIGH �- 8'-0" 18" 56655 ROUTE 25 ACOUSTIC BARRIER W/ + SOUTHOLD MINIMUM OF2 #S BAR SUFFOLK COUNTY NEW Y RK 8'-0" ;. •.; \\ 2"ASPHALT CONCRETE TOP COURSE (NOISEOUT-2 0R LV-1) 0 \ (CONTINUOUS) �\ \ \ \ TYPE lA ITEM 708 County Tax Map Number. Contract Number 1000-63-3-15 PROVIDE JOINT SEALANT 4"ASPHALT CONCRETE BINDER COURSE Regulatory Reference Number: 3 IN. TYPE1B ITEM LIFT 9 y _ ._.�:'.: : _.........-...,....._,_................t.. VARIES _�. [-- �. _ - Title Drawing: -0 M - X(2 S) q tl D 9 S 3/8"(9.5 MM)DIA. ;," ,? 12" I AI MATCH EX ( C )( YSDOT SPECIFICATION RC ) 8"—"-� , 6"STABILIZED SOIL AGGREGATE SUBBASEwin DOUBLE GATES SECURED BY CHAIN COURSE R A N A TRUSS ROD 2"CLEARANCE T-0"MIN. TYP. AND PAD LOCK EXISTING ITEM 4S I -� CONCRETE TO BE 4,000 PSI @ 28 DAYS I s BOTTOM SELVAGE /j:' GRADE LEVEL ' _- TRUSS ROD TIGHTENER WITH I TENSION WIRE- i I .: ' - CURB DETAIL 7 GA.TIE TO POST 12^ l 6 `IDL I'1old Town BRACE BAND 10'0"MAX. I T I'- I" SCALE: NTS Board POURED CONC. f - _ -__ ° ' -2"SPACE Planning d ® � ��� !, -'.\< `� .\2"_3"DIRT a 10'-0"MAX. _ FOOTING(TYP.) r —\\\\\ �\COMPACTED SUBGRADE BACKFILL ° N TYP. �. \ j !\\;\_•. .\\ I ACOUSTIC SEAL EXISTING PAVEMENT AND SUB-BASE ^ 24 "SOD"PLANTING LEVEL w TO REMAIN ,' HDPE GRASS PAVER INSIDE CELLS 5/8" s ONCRETE coNCRET .4 ACTUAL FINISHED GRADE CHAIN LINK FENCE DETAIL CHAIN LINK GATE DETAIL PAVEMENT PATCH DETAIL Drawing Number. SCALE: NTS SCALE: NTS SCALE: NTS �a° SOIL FILL LEVEL INSIDE PAVER ,�F,OF NEW y GRIDWORK AFTER HEAVY WATER DOWN. 6:: '`P NpREw 0 6) THIS IS THE ACTUAL"SOD"PLANTING LEVEL. �t ,�Q 0, * 01 E WOODEN STOCKADE FENCE DETAIL uum HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM SCALE: NTS 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES r a CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK Sheet of o GRASS PAVER DETAIL FO 092523 ����. 22 24 OVERFLOW PARKING AREAS ���FESSIo ' PWGC Project Number gLL ili w SCALE: NTS Unauthorized alteration or addition z NYSDOT CASE NUMBER 97500 to this drawing and related documents AVG 1601 is a violation of Section7209 LL o of the New York State Education Law o a a NOTES: GROUND SURFACE "0 COPPER CUTAWAY ROCK TO (SEE NOTE 1) 1. CAP SET FLUSH TO SURFACE. PIN 6"LONG ACCOMMODATE D+2'-6� ROCK SURFACE ... .........- R.O.W. MARKER f D D (SEE NOTE 1) 2. SURFACE OF ALUMINUM CAP TO BE IN CONTACT WITH CONCRETE. GROUT SHALL BE THOROUGHLY COATED ----------- -1"0 COPPER WITH ZINC CHROMATE PRIMER. 708-04. PIN 6"LONG 7 4 T f 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 SILICONE SEALANT G3, R.O.W. MARKER CAP IS FITTED WITHA PREFORMED PLASTIC INSERT. Strategic Environmental and Engineering Solutions ............ ............... W (SEE NOTE 3) _J W 0• • 4. SHAPE OF THE MARKER CAP IS APPROXIMATE, OTHER SHAPES WILL BE ACCEPTED IF THEY CONFORM TO THE —AV——— UJ MINIMUM WEIGHT AND DIMENSIONS GIVEN IN THE MARKER CAP DETAIL. THE MARKER CAP SHALL FIT TIGHTLY U-1 TO THE REBAR. MARKER CAPS WHCIH MAY BE REMOVED FROM THE REBAR WITH MINIMUM OR MODERATE EFFORT WILL NOT BE ACCEPTED. J'O REBAR EPDXY COATED < U - ---—__ I......... Z "I '....., , < LLI U) 630 Johnson Avenue. . Suite 7 A 5. LENGTH OF REBAR MAY BE REDUCED A.O.B.E. IF AN OBSTRUCTION WHICH CANNOT BE PENETRAED IS Bohemia - NY 11716-2618 GROUND F 1 ENCOUNTERED. HOWEVER, THE LENGTH OF THE SHANK WILL NOT BE LESS THAN 2'-0" IN HARD, DENSE, OR 5� GROUT§701-05 C:? Phone: (631) 589-6353 Fax: (631) 589-8705 STONY SOIL. REBAR TO BE EPDXY COATED.CLLU CONCRETE E-mail: INFO@PWGROSSER.COM CO 6. AFTER THE CONCRETE RIGHT OF WAY MARKER OR CIP PERMANENT SURVEY MARKER IS IN PLACE, THE LU LU W _J 4"MIN. TI 9� LU EXCAVTION SHALL BE BACKFILLED IN ACCORDANCE WITH THE REQUIREMENTS OF STANDARD SPECIFICATIONS UNDISTURBED CONSULTANTS EARTH < SECTION §203-3.06 "SELECT GRANULAR FILL". 9 ROCK _J LU > 7. EXCAVATION AND BACKFILL SHALL FOLLOW EITHER METHOD A OR METHOD B PER 625-3.04 PERMANENT I P. ROCK SLOPE SURVEY MARKERS DEPENDING ON SITE CONDITIONS. I_L_11T I 1L_I ONE-2"0 REBAR L 4" IIN-------2! 1", 8 STEEL PIN AND CAP R.O.W. MARKER FOR BACKFILL 24"LONG INSTALLATION DETAIL IN MATERIAL ROCK OR ROCK OR CONCRETE (SEE NOTE 6) CONCRETE SURFACE NYSDOT DRILL 1"0 HOLE X 1 8 2 PI DEEP,THEN FILL WITH GROUT AND INSERT MARKER ROD ........... rT_I L J ................ CONCRETE RIGHT-OF-WAY-MARKER CONCRETE RIGHT-OF-WAY-MARKER INSTALLATION DETAIL IN ROCK OR CONCRETE RIGHT OF PRECAST CONCRETE RIGHT-OF-WAY MARKER STEEL PIN AND CAP R.O.W. MARKER y 9"MAX, PITCH f 7"MIN. TOWARDS ROADWAY HMA OR PCC > PAVEMENT 1—6' CURB .....I._..._......... SUBBASE (SEE PLAN TYPICAL SECTION TIP-UP SECTION(TYP.) TYPE VF6 CURB DETAIL MAX.SLOPE 25% (SEE NOTE 1) Ty (VERTICAL FACED CURB WITHOUT CURB ANCHOR) SAW CUT EXISTING ASPHALT (SEE NOTE 4) OR CONCRETE DRIVEWAYS SCALE: NTS LAYOUT POINT 7 NOTES: 11 10 Op oo, (SEE NOTE 4) 9 �y Fri �10 1. USE CUB AND CURB AND GUTTER MEETING THE MATERIAL AND 8 REVISED PER NYSDOT COMMENTS 02/03/2023 1b) CONSTRUCTION REQUIREMENTS OF SECTION 609 OF THE STNADARD 7 REVISED PER TOWN COMMENTS 12/21/2022 01? SPECIFICATIONS. 2. CURB ANCHOR (NEW CONSTRUCTION). THIS DETAIL SHOWS PLACEMENT OF 6 REVISED PER TOWN COMMENTS 11/23/2022 Z 5 REVISED PER NYSDOT COMMENTS 09/15/2022 0Foi CURB ANCHORS. PUSH-IN TYPE ANCHORS MAY BE USED (SHOWN ON THE 4 REVISED PER TOWN COMMENTS 02/15/2022 011< STANDARD SHEET FOR LONGITUDINAL TIES). 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 LAYOUT POINT N., .7" 1 3. CURB TYPES M6A AND M4A REQUIRE CURB ANCHOR. CURB AND GUTTER 2 ADDRESSED DEIS COMMENTS 07/17/2019 7 --f /11 TYPES VF6G AND M4G REQUIRE ANCHORS WHEN PLACED ADJACENT TO 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04 /2017 CINCRIETE PAVEMENT OR SHOULDER. Number Revision Description Revision Date 0? 4. WHEN VERTICAL FACED CURB LESS THAN 9"WIDE IS USED WITH CURB BOXES ,14 0 Designed By Date Submitted CU1, CU2 AND CU3 AND CONCRETE SIDEWALK IS PLACED ADJACENT TO THIS TC 01/20/17 CURB, SEE STANDARD SHEET MISCELLANEOUS CURB DETAILS FOR CURB BOX Drawn By Date Created S0 JOINTS. prove TC\LT Scale 08/23/16 Alien..5. USE WITH CURB BOXES, CM1, CM2 AND CM3. Client. d By BG AS SHOWN THE ENCLAVES TYPE 3 DRIVEWAY ENTRANCE 56655 ROUTE 25 SOUTHOLD, NY e FOR RESIDENTIAL OR COMMERCIAL DRIVEWAYS IN UPBAN AREAS Project: \S WITH POSTED SPEEDS OF 45 MPH OR LESS 0 OR K 0 60) 0 0� 1G TAPER METHOD WITH SIDEWWALK AWAY FROM CURB OR NO SIDEWALK I? NOTE: SEE TAPER METHOD OF LAYOUT NOTES ON SHEET 3 0 THE ENCLAVES 10 NOTES: Project Address: 1 A DRIVEWAY TIP-UP SECTION SHOULD EXTEND TO A LOGICAL TERMINI (EXAMPLE: SIDEWALK EDGE, WHERE THE 56655 ROUTE 25 OPTIONAL LEVEL SECTIONS DRIVEWAY GRADE MATCHES EXISTING GROUND, OR LAYOUT POINT), FOR REFERENCE, A REASONABLE SOUTHOLD LENGTH OR TAPERING THE TIP-UP SECTION IS NOT PART OF THE DRIVEWAY OPENING WIDTH. REFER TO L SUFFOLK COUNTY, NEW YORK NYSDOT STANDARD SHEET 609-02 "MISCELLANEOUS CURB DETAILS" FOR THE CURB TRANSITION. MIN.SLOPE 5% County Tax Map Number: Contract Number: 2. WHERE THERE ARE CONSTRAINTS THAT PREVENT THE CONSTRUCTION OF THE DRIVEWAY OPENING USING MAX.SLOPE 25% 1000-63-3-15 EITHER OF THE LAYOUT METHODS, THE ENGINEER MAY SPECIFY A SMALL CORNER CURB RADIUS OF 2, (OR A.'4 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, THE MINIMUM PAVING LIMIT SHALL BE 30' FROM THE OUTSIDE EDGE OF TRAVEL LANE, OR 2, OPTIONAL 1"CURB REVEAL — T BEHIND ANY SIDEWALK, IF PRESENT, OR EXTEND TO THE RIGHT-OF-WAY LINE, WHICHEVER IS GREATER. THE A (SEE NOTE 27) PAVING LIMIT MAY EXTEND BEYOND THE MINIMUM PAVING LIMIT FOR NEW DRIVEWAYS AND TO TRANSITION TO DETAILS EXISTING PAVED DRIVEWAYS, THE PAVING LIMIT WILL BE NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT R E CE-z-J V E D PLANS. EDGE OF PAVEMENT 4. ANY PCC SIDEWALK WHICH CROSSES A DRIVEWAY SHALL HAVE A MINIMUM THICKNESS OF 61,AND INCLUDE MAR 0 22 2023 BOTTOM OF CURB STEEL MESH REINFORCEMENT WITH 3" OF TOP COVER. 5. TO PREVENT DRIVEWAY GRADES FROM EXCEEDING THE VALUES IN TABLE 2-'MAXIMUM DRIVEWAY SLOPE, ON DETAIL 7 1 _5outhoio I own 6 SHEET 2, IT MAY BE NECESSARY TO DEPRESS THE SIDEWALK ACROSS THE DRIVEWAY. SIDEWALK RAMPS ing Board Drawing Number SHALL HAVE THE LEAST RUNNING SLOPE POSSIBLE, WITH AMAXIMUM DESIGN AND LAYOUT SLOPE OF 7.5%. DRIVEWAY DROP OF NEW), THE RUNING SLOPE FOR WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.3% OR LESS RUNNING SLOP, THE RAMP LENGTH SHALL NOT BE REQUIRED TO EXCEED 15'-1" FOR DESIGN LAYOUT. THE RAMP LENGTH SHALL CURB TRANSITION NOT BE REQUIRED TO EXCEED 15-10" FOR WORK ACCEPTANCE. SEE STANDARD SHEET 609-02 FOR Or 0 �E E 6. WHERE DRAINAGE IS CARRIED ALONG THE CURB, CONSTRUCT THE DRIVEWAY WITH A SHORT UPGRADE TO COMPLETE CURB TRANSITION DETAILS E Sheet Of 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 in IMPRACTICAL,USE 1" CURB REFEAL AND CONTINUE CURB ACROSS THE DRIVEWAY OPENING. TYPICALLY, CURB FAA 092523 23 24 .8- REVEAL WILL NOT BE CONSTRUCTED IN RURAL AREAS. IF CURB REVEAL IS SPECIFIED FOR A SPECIFIC ss� PWGC Project Number. DRIVEWAY, IT WILL BE NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT PLANS IN THE -COMMENTS, COLUMN. 6i 6i Unauthorized alteration or addition < to this drawing and related documents AVG 1601 is a violation of Section 7209 of the New York State Education Law 3 LAND NOW FORMERLY OF o lI TOWN HARBOR ANTHONY NY FORGIONE S.C.T.M. NO. 1000-63-03-17.3Cn w LANE (IMPROVED,CONNECTED TO PUBLIC WATER) o U > o LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF L,_• - o � VALERIE M.SCOPAZ VINCENT DOLOMITE&ILEANA DOLOMITE Cr o z S.C.T.M. NO. 1000-63-03-16 S.C.T.M. N0. 1000-63-03-17.4 3: = N (IMPROVED, CONNECTED TO PUBLIC WATER) (IMPROVED,CONNECTED TO PUBLIC WATER) o N z z o v Q 14.0 31.5 - 20.4 -3 , .. ® , .• ..a:. "`• try,., 34.2 •0 •• ' ,• ' Intl _ Strategic Environmental and Engineering Solutions - -_ - _ - err ,., �M .--ter •ram � ��( ... ..: : ..:. .fit .. ....,. .�.. , ..... .:�•' , .. \:" .. �yg.";.. r K K K 04 I r w' ,Y r 00w, I to CV O I W Q F- 6 0 7 .fi. ° .. z z O 07 S 6 30 Jo hnson son Av enue. Suit e 7 W . �. o 1 Bohemia . NY . 11716-2618 39.6 O Phone: (631) 589-6353 . Fax: (631) 589-8705 0 6.99 Z E-mail: INFO@PWGROSSER.COM 0 0 8.47 CONSULTANTS O S ULT AN TS 0 ° 07 r. 10.4 5.0 W 06 W I7° o w K ° Z Z R m I R• K :A. Q 1 ® 1 ® 0 Q® Z Z II -- - -- --- ------- PA L Y 07 K K Y O O 1 s t w rI 07 I K 0 co • ,v5 ;, w 29 I K •4v.• W w I :• 0 0 `p 07 w x A .... m -.M. z ° K ® wUMU � • 07 J 07 01 0 •2 LAND NOW OR FORMERLY OF LJ N EUGEN TOMASIC&MIRELLA TOMASIC REM �T S.C.T.M. NO. 1000-63-03-14 V p a] 07 07 Z " Ll I p (IMPROVED, CONNECTED TO PUBLIC WATER) O 07 31.2 z 4 j n I ® � ® 38.7 j o �Y` O l w 07 sBW PAVED LOCO ST LANE Z S o f z 1 z z K I O 1 °7 e, '7 0. 0. p p• 38. ANE 0 - a : LAND NOW OR FORMERLY OF YAN .�® � S.C.T.M. NO.R000-63-03-13 (IM PROVED,CONNECTED TO PUBLIC WATER) 13 =J1 I I .2 GRASSi VERS ;. e< 07 O 3 11 10 ND NOW FORMERLY OF 9 w C PROPOSED IRRIGATION PLAN 8 REVISED PER NYSDOT COMMENTS 02/03/2023 S.C.T.M._ . NO. W.W0. 1000-63-03-28.1 7 REVISED PER TOWN COMMENTS 12/21/2022 � -63- SCALE: 1" = 40' 6 REVISED PER TOWN COMMENTS 11/23/2022 (IMPROVED, CONNECTED TO PUBLIC WATER) 5 REVISED PER NYSDOT COMMENTS 09/15/2022 0 40 80 4 REVISED PER TOWN COMMENTS 02/15/2022 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 SCALE: 1" = 40' LAND NOW OR FORMERLY OF 2 ADDRESSED DEIS COMMENTS 07/17/2019 PILLES REALTY HOLDING LLC 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 S.C.T.M. N0. 1000-63-03-12 Number Revision Descnption Revision Date LIGHTING LEGEND LIGHTING GENERAL NOTES: Designed By Date Submitted TC 01/20/17 Drawn By Date Created 1. THIS PLAN IS INTENDED FOR LANDSCAPE LIGHTING PURPOSES ONLY. ALL LIGHTING FIXTURES AND IRRIGATION SCH CRITICAL ANALY515 IRRIGATION NOTES TC\LT 08/23/16EDULE Approved By Scale �x�T SYMBOL DESCRIPTION Q I I TRANSFORMERS Generated 2022-11-18 16:20 1 ALL WORK IS TO BE IN COMPLIANCE WTH ALL LOCAL,STATE AND FEDERAL CODES AND BG AS SHO Ty 1�SYMBOL MANUFACTURER/MODEL QTY P O C.NUMBER'01 ORDINANCES. Client. /'� /�`, �+ Q 0 d 4 '� Hunter PROS-04 5'strip spray 149 Water Source Information[ THE ENCLAVES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN es L$eCS cs s> 2 ALL UNDERGROUND ELECTRICAL CONNECTIONS ARE TO BE MADE WTH 3-M WIRE CONNECTORS, COMPLIANCE WITH THE NATIONAL ELECTRIC CODE (CURRENT EDITION) AND ALL LOCAL BUILDING SAFETY CODES ®df©® Hunter PROS-046'rediva 63 FLOW AVAILABLE DBY o , " F Custom Max Flow' 40 GPM 3. ALL REMOTE CONTROL VALVES ARE TO BE INSTALLED IN VALVE BOXES OF APPROPRIATE SIZE 56655 ROUTE 25 HANGED AREA LIGHTS/PATH LIGHTS Flow Available 40 GPM AND ORDINANCES. 00oQ Hunter PROS-0410'radws 61 4 ALL CONTROL WIRING DOWNSTREAM OF THE CONTROLLER IS TO BE 2-WIRE,ILL APPROVED FOR SOUTHOLD PRESSURE AVAILABLE Z. FIXTURES ARE SHOWN IN APPROXIMATE LOCATION. THE CONTRACTOR SHALL FIELD VERIFY THE ACTUAL a00000 Hunter PROS-0412 radius 99 Staass Pressure re Assuurleaalt POC 7O PSI DIRECT BURY Project: ' NY UNIQUE, PROTON 18 = PR 18-LZZ7-BK 140 0 7 " 77 , 5 ALL ROTORS AND SPRAY POP-UPS SHALL BE INSTALLED ON SWING PIPE. o BRASS, 5° HAT, FROSTED LENS, PLACEMENT OF EACH FIXTURE UPON COMPLETION OF LANDSCAPE INSTALLATION. O�4p4 Hunter PROS-0415'radius 76 DESIGN ANALYSIS 6. ALL OCV SHALL BE INSTALLED ON 3-ELBOW PVC SWING JOINTS 3. ALL PATHLIGHTS TO BE INSTALLED AT A MINIMUM OF 18" FROM ANY SIDEWALK EDGE OR STRUCTURE. 0 7 " Maximum Stationat Pow, 3976GPM STABILIZER STAKE, 15' WIRE LEAD, Flow Available at P00 40 GPM 3976G 000 Hunter MP Strip PROS-04-PRS40-CV 25 Residual Flow Available 0 24 GPM 7 SYSTEM DESIGN BASED UPON 40 GPM @ 70 PSI. FLEX SERIES 2 WATT LED . ALL HUBS SHALL BE LABELED AND INSTALLED PRIMARILY IN PLANTER AREAS Z"ABOVE FINISHED GRADE; OR IN `s'RST SST Pressure Flo Critical Station 484 PSI 6. ANY CHANGES IN AVAILABILITY OF SUPPLY SHOULD BE NOTED AND MODIFICATIONS TO THE ®p'� A READILY ACCESSIBLE AREA THAT DOES NOT OBSTRUCT PATHWAYS, DRAINAGE SWALES OR COMMON AREAS. 000 Hunter MP1000 PROS-O4-PRS40-CV 30 DESIGN SHOULD BE MADE IRRIGATION ��A� Loss for Fittings 0.31 PSI �/, 0 Loss for Main Line 3.12 PSI 9. CONTRACTOR TO VERIFY WATER PRESSURE AND AVAILABILITY PRIOR TO INSTALLATION 5. ALL "HOME RUN" WIRE SHALL BE LABELED AND INSTALLED AT A MINIMUM DEPTH OF 6" OR PER LOCAL V/�/1:/ Hunter MP2000 PROS-04-PRS40-CV 67 Loss for POC to Valve Elevation OPSI Loss for Backflow 13 4 PSI 10 THE LOCATION OF ALL IRRIGATION IS DIAGRAMMATIC AND SUBJECT TO FIELD VERIFICATION ELECTRICAL CODES. ALL FIXTURE LEAD WIRES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 6" OR PER LOCAL Critical Station Pressure at POC 652 PSI TRANSFORMERS & HUBS SYMBOL MANUFACTURERlMODEL QTY Pressure Available 70 PSI 11 ANY IRRIGATION PIPING SHOWN OUTSIDE OF CURBS FOR CLARITY ONLY, ELECTRICAL CODES. p Hunter PGP-ADJ 04 24 Residual Pressure Available 477 PSI 12 120V TO CONTROLLER AND COPPER STUB,BY OTHER THAN IRRIGATION CONTRACTOR. 5j66di ROUTE 25 . IN ORDER TO MINIMIZE FUTURE DISTURBANCE, ALL WIRE RUNS SHALL BE INSTALLED PARALLEL AND ADJACENT TO °� Hunter PGP-ADJ 07 48 13. ABOOSTER PUMP IS REQUIRED IF SYSTEM DOES NOT MEET THE DESIGN PRESSURE vV UNIQUE, INTELLI-MATIC 7 HARD'SURFACES SUCH AS SIDEWALKS, DRIVEWAYS AND WALLS. p HunterPGP-ADJ-LA04 15 14 ABOOSTETHE RACTORIS EQUIREDIFSY SYSTEM ES NOT MEET ETTHEDESIGN 56655 R RIAL TAKE SOUT 05 Hunter PGP-ADJ-LA 05 32 L D TRANSFORMER 150SSSL-LED 7. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SLEEVES UNDER THE HANDSCAPE S T# SINGLE CORE, MULTI TAP ( 12-15VJ, SURFACES, USING A MINIMUM 1-INCH DEDICATED PVC PIPE. UFFOLK COUNTY, NEW YORK os Hunter PGP-ADJ-LA 06 to County Tax Map Number. Contract Number; 12 VOLT TRANSFORMER, 8. CONTRACTOR SHALL NOT CUT THE WIRE LEADS FROM THE FIXTURES. COIL AND BURY EXCESS WIRE AT THE VALVE SCHEDULE STAINLESS STEEL HOUSING FIXTURE AND LEAVE A MINIMUM OF Z' COILED IN EACH HUB. SYMBOL MANUFACTURER/MODEL QTY WATERING SCf1EDULE 1000-63-3-15 Regulatory Reference Number: TYPE GPM PSI PSI @ POC PRECIP IN MEEK MIN IWFEK GAL/WEEK GAL/DAY WITH LIGHT LOGIC CLOCK (LPCU-A) 9. ALL UNDERGROUND SPLICES SHALL BE INSTALLED IN APPROVED IN-GROUND HUBS WITH WATER-TIGHT 19 Hunter PCZ-101-401"w!EZ-1 Decoder 5 NUMBER MODEL SIZE Area to Receive Dnpline 1 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-1/2• TurfSpray 4.111 Lf 3871 368 553 1.45 loth 1 42 1,626 1,626 TIUe of Drawing: CONNECTIONS. ® Netafm TLDL-06-18(18) 2 HunterPGV-151 Globe 1-12"w/EZ-1 Decoder 1-1/2" Turf Spray 31.2 348 516 157 loth 1 39 1,217 1,217 3 HunterPGV-151 Globe 1-12"w/EZ-1 Decoder 1-1/2" Turf Rotor 367 476 64.7 058 in/h 1 105 3,854 3,854 Netafim TLDL-06-18 Serpentine Dripline 132.0 1 f. 4 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-1/2" Turf Rotor 29 457 61.5 0 23 in/h 1 262 7,598 7,598 UNIQUE SMRT LOGIC GATEWAY 1 10. ALL EXTERIOR 1 Z0-VOLT ELECTRICAL OUTLETS SHALL BE GFI PROTECTED AS PER NATIONAL ELECTRICAL CODE. 5 HunterPGV-101G 1"w/EZ-1 Decoder Turf Rotary 847 424 560 038 in/h 1 157 1,330 1,330 SMRT-T 6 Hunter PCZ-101401"w/EZ-1 Decoder 1" Area for Dripline 699 375 51.1 0 43!nth 1 141 986 986 ( MRT-T) 1 1. ALL TRANSFORMERS PLUGGED INTO AN OUTDOOR RECEPTACLE SHALL HAVE AN "IN USE" COVER. SYMBOL MANUFACTURER/MODEL QTM 7 Hunter PGV-151 Globe 1-112"w/EZ-1 Decoder 1-112" Turf Rotor 3976 476 642 0.6;Nh 1 100 3,976 3,976 HunterPGV-101G 1"w/EZ-1 Decoder 8 HunterPGV-151 Globe,-12"w/EZ-1 Decoder 1-1/2" Turf Rotor 37.28 472 63.9 054 in/h 1 tt, 4,138 4,138 CONTRACTOR SHALL INSTALL WEATHERPROOF COVERS AT ALL OUTLETS. 14 9 Hunter POW 01G 1"w/EZ-1 Decoder ill Turf Spray 2044 344 489 1 54 into 1 40 1,1 81 0 Hunter PGV-1 51 Globe 1-112"wl EZ-1 Decoder 19 10 HunterPGV-151 Globe 1-1/2"w/EZ-,Decoder 1-1/2" Turf Spray 2701 336 49 148 in/h 1 41 1,107 1,107 H 1 Z. ALL PLUG-IN TRANSFORMERS SHALL HAVE A "DRIP LOOP" IN THE POWER CORD. Hunter PGV-151 Globe l-12"w/EZ-1 Decoder ,-1/2" Turf Rotary 34_21 443 0.59 in/h 102 3,489 3,489 1, Hunter HQ44RC 1" 2 12 Hunter PGV-"'Globe 1-12"w/EZ-1 Decoder 1-1/2" Turf Rotor 3853 468 642 0 55 n/h 1 37 1,162 1,162 ' O UNIQUE, INTELLI-HUB 14 13. ALL EXPOSED CONDUITS SHALL BE PAINTED TO MATCH SURROUNDINGS. 13 Hun terPGV-151 Globe 1-12"wI EZ-1 Decoder 1-1/2" Turf Spray4.200 31 4 37.4 531 0.5 iNh 1 3 ,,,62 1,,62 w Isolation Gate Valve-Mainline Sized 3 14 Hunter PGV-101G 1"wl EZ-1 Decoder ," Turf Rotor 187 437 58.1 0.45 m/h 1 134 2,506 2,506 a 15 Hunter PGV-151 Globe 1-12"wt EZ-1 Decoder 1-1/2" Turf Spray 34.12 34.2 507 1.48 in/h 1 41 1,399 1,399 EXPOSED ALL WIRES SHALL BE UV RATED, PROTECTED AND PAINTED. BF Zurn 975XL 1-1/2" , 6 HunterPGV-,01G 1"w/EZ-1 Decoder p Turf Spray 2454 370 52A 1.4 in,h 1 43 1,055 1.055 UNIQUE, SATELLITE HUB 35 17 Hunter PCZ-10140 Vw/EZ-1 Decoder p, Area for Dnpline 745 381 51.7 054 iri 1 111 827 827 �� w 15. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE FIXTURES AT NIGHT IN ORDER TO El Hunterl2C-800-PLw/EZ-DM 16 Hunter PGV-101G V w/EZ-1 Decoder Turf Spray 1 19 Hunter PCZ-101-401"w1 EZ-1 Decoder 1l• Area for Dnpline 1044 q28 560 043 iWin 1 141 1,472 Bg72 w` HELP ®S Hunter WR-CLIK 1 20 Hunter PGV-101 G 1"w/EZ-1 Decoder 11. Turf Rotor 2282 457 619 053 in/h 1 113 2,579 2,579 5 T 21 Hunter PGV-151 Globe 1-1/2"w/EZ-1 Decoder 1.1/2" Turf Spray 31 22 341 503 1.37 m/h 1 44 1,374 1,374 T# TRANSFORMER NO. REDUCE GLARE AND TO ARCHIVE OPTIMUM LIGHTING EFFECT INTENDED BY THE LIGHTING DESIGN. T r Point of Connection t_,/2" , 22 Hunter PGV-101G 1"w/EZ-1 Decoder I.. Turf Spray 142 327 467 1.34 in/h , 45 639 639 23 HunterPGV-101G Vw/EZ-1 Decoder 1" Turf Spray 15.32 32.8 469 1.37m/h 1 44 674 674 HUB NO. 16. THE GLARE CONTROL KIT SHALL CONSIST OF A ROTATIONAL SHROUD, FROSTED, LINEAR AND SPREAD LENS AND Irrigation Lateral Line Polyethylene Pipe 100 PSI 1" 11,5591f. 24 HunterPGV-151 Globe 1-12"w/EZ-1 Decoder 1-1/2" Turf Rotary 3124 48.4 652 152!nth 1 39 1,218 g431 Draw mg Number: R 25 HunterPGV-151 Globe 1-12"w/EZ-1 Decoder 1-1/2" Turf Spray 3124 346 501 155 in/h 1 3g 1,21g 1218 OF YVEW�'.' m A HEX LOUVER TO MINIMIZE GLARE UP TO A 45 DEGREE ANGLE. 26 HunterPGV-101G 1"w/EZ-1 Decoder Turf Spray 234 357 503 158 Win 1 38 889 889 V U Irrigation Lateral Line Polyethylene Pipe 100 PSI 1 1/2" 1,4341 f 27 Hunter PGV-101G 1"wl EZ-1 Decoder 1^ Turf Spray 1901 347 489 1 07 in/h 1 57 1,084 1,084 28 Hunter PGV-151 Globe 1-1/2"wl EZ-1 Decoder 1-1/2" Turf Spray 33 71 34 0 49 1 1 6 in/h 1 38 1.084 1 281 0.j>� _ W 17. A FROSTED LENS SHALL BE USED IN ANY DOWN LIGHT THAT IS PLACED UNDER 1 Z' IN HEIGHT. 29 Hunter PCZ-101401"w/EZ-1 Decoder Area forDriplina Z HOME RUN WIRE Irrigation Lateral Line'Polyethylene Pipe 100 PSI 2" 91 41 f 30 Hunter PGV-101G 1"w/EZ-1 Decoder 2 47 350 485 0 43 in/h 1 141 348 348 1" Turf Spray 104 359 494 1 56 inlh 1 39 406 406 Q- ^�FOR ANY QUESTIONS, PLEASE CONTACT UNIQUE LIGHTING 31 Hun terPGV-151 Globel-1/2"w/EZ-1 Decoder 1-1/2" Turf Rotary 3504 454 597 085 in/h 1 71 406 406 r 94 FROM TRANSFORMER TO INTELLI-HUB. SEE TRANSFORMER LOAD - -_ _ Irri ationMainline:PVCClass200SDR212" 32 Hunter * C' �k 9 3,084 1 f. 1" Turf Rotor 1347 43.2 567 0 88 irth 1 69 ggg 929 7" 0 w CALCS FOR SIZE AND QUANTITY. SYSTEMS, TOLL FREE @ 1-800-955-4831 33 Hunter PCZ-101-40 EZ-1 Decoder p Area for Dnpline Ogg 350 484 043 inh 1q1 138 138 � . 34 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-1/2" Turf Spray 33 82 34.7 48 7 1 05 indh r m rn-------- Pipe Sleeve:PVC Schedule 40 2" 1 58 1,952 1,962 ------- 89 31 f 35 Hunter PGV-101G 1"w/EZ-1 Decoder p Turf Spray 21 95 35 9 49 5 0 87 in/h 1 70 1,537 1,532 Ea 36 Hunter PGV-151 Globe 1-12"wl EZ-1 Decoder 1-1/2" Turf Spray 3858 388 532 144 in/h `./ > 37 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-1/2" Turf Spray 1 42 1,620 1,620 --��-- _ Sheet of o vi ------� Pipe Sleeve:PVC Schedu'e 404'• p y 31.54 34.0 485 129 Infh 1 47 1,482 1,482 1895Lf 38 HunterPGV-101G1"w/EZ-1Decoder p Turf Spray 1395 322 459 137Wh 1 3, 69, 69, vFO^ 0925 3 ,���� 24, 2�, y HOME UN WIRE 44 614 614 FROM INTELLI-HUB TO S-HUB. SEE TRANSFORMER LOAD CALCS FOR a SIZE AND QUANTITY. ��FESSIO P PWGC Project Number: ww Unauthorized alteration or addition z� to this drawing and related documents AVG 1601 is a violation of Section 7209 Of the New York State Education Law o J a a xx MATERIAL KEY: R5 - RUBBLE 5TONE VENEER ` MS M5 - CEDAR 5HIN6LE5 — MG - MIRRORED GLA55 ;. -- r - � - ¥- — — — — G GLA55 r.4 ,,p �., 6 ; ~. �``'; L5 LOUVRED SHUTTER 3 , „ WOOD RAIL GS {.: 1.-.�.,' ,r ::., :;.•..::, .:.:. '.:i� {,t�:<,,., :I r.: . tit: .� • - WOOD —G) `N RAIL TRELLIS, ,t=, 3 ,`,... �3 ' .:,.... ... ,. .: z .. .:..,. ., a,.ai,1.E '•.E' 3'?- _ .: :: .::a• .fit.? 1 — — • i ri�. ,..., „ ..: z-: �. : x•'° ��,. �� ? ' QYr 5 GGED R ROOF In € ._�_ — — — — :,:;w, is _ - aft. T — — ` 55 { m _ (, _ ANDREW � €3 >f,• li.., i '��El,'i .<, aa.;.E xs 3 yv. E _a=: UZ GIAABE Y ,., .,,.,._� ,.E.:_ o z: .. .!. .. �. :..,. .< :: ,a. ,,), a?, '•`..g<= =:�.0� L. .�:�.,�x,.. `.�` "�t':gT r [: �-0 (-l. 320) _ SSOCT TEAS OL 1 6 6R ELEV. *ARCHITECTS TS South Elevation SCALE: 3/32"= 11-0" 62 Elm Street Huntington, NY 11743 AA Telephone: 631.367.0050 ; I Fax: 631.367.6636 { GiambertoneArchitects.com I G5 "" .::. { ., It MS PANELS r ,.. — y E +F .. .. ....t IRS � , , ' O G i cV - W f - _ I _. y ry 6 M� The Enclaves 0:3FLOOR FIN]SHm or O F - €3 . - � MG ^., _ t F O 56��55 Route ILI— MS MS M5 ...\ 2 E F195T FLOOR FINISH — ` _ — U - Southold, New York ,_...... .................. t w. 16-003 East Elevation , SCALE : 3/32"= 11-0" -.._.._. .. _.:.. .. .. ........._....__....................... .._.........,.._ .......,._ 10-11-2016 Issued for Permit ...........-............__--...—...... .......... ...... ................................................................................< 01-30-2017 Issued for ZBA&Planning Dept, 3 04-13-2017 Redd.&Issued for ZBA&Planning Dept. .........................._..........__.._...----..... ...............................I................ .......... ........ .......... ..............: 03-26-2019 Issued for DEIS Report xx 03-09-2021 Added Potential Event Rm ......................_......---....I...... .............................................................. 12-16-2021 Issued for Planning Board 01-31-2022 Issued for ................. -...... ....... ...... ....................: I 02-16-2022 Issued for Planning Board-Elev.Materials 12-15-2022 Issued for Planning Board-Elev.Materials - .............. f 02-17-2023 Issued for Planning Board-Dims. added S GR5 ........._.........._.._...__. ................................................. ......................... .................... ............... I G) �� 1 l r 'G ........... ....... ........--.......--................ ......... ........ �.:F.r,;,�_'i�4;:..,?�n•::(�: '.„tea:.:_....:; .t.I.� �"'1 .. i � ;�- .............._ _ _........... .......... , .................... — — 17 O O .... , , err t 1 t O _.s 41 a< MS , MS Ms ri. O ............. .___.._....__..... ........... .......... ,..,•�,..., a:,,s.. � ��':.$ ,,..:;,,•,��A E:1`�'sti�:..1i-a:y 33 �e� �C LLDF �+ZFLO�OIR FINISH ... :..1 _ O _.. ,_."....... ......... -'- -.:...w......_...,.. . . — — — — — ....^.._..m:__----.,_........._........�_..,,.,......m.....,._..,... ^.._........,__M.^,,.^....^..... .............. ..................... GS ._... ........__.._... _..,..� ...............w..,........... North Elevation SCALE: 3/32"= 11-0" �,��RED ARCy�T AA Oir NEv`� ,I I II Issued For.......... ... . Permit :: ............. _�^ PANELS G5 � , © 2021 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS — — — PREPARED BY ANDREW v.GIA.MBERTONE AND ASSOCIATES,ARCHITECTS,P.C. ---• - _ _ „ s �ry : .:I�._� .,., i_. ,:,,.:...I,,.�.,:: . .,:.a,:,:,..,:. ...: ::, L ,•:,. •�:.� �z.... i.... a �rxL �.. ;..,:;�:.a M -;:, _; ,�Ei3i>aa..sxi:,.�''>.'�JE'�.:$sf;.:� �.�>� .: •..' ;... (A VGA)FORS PROJECT.ARE INSTRUMENTS A � EULARE SERVICES FORT HEUSE SOLELYWITHRESPECTTOT IS PROJECT.UNLESS ... yL. OTHERWISE PROVIDID, AVGA SHALL BF,DEEMED THE AUTHOR OF THESE Oo = DOCUMENTS AND SILIIL RETAIN ALLCOMMONLAW,STATUTORY AND OTHER O 6tr, : _• ,ui, :E t st. :. :.7.. .s� :..<.... ,� .. �� ...�. .... _ •.:.: " `. _,: ^„��•„:,:...Ii '�> '�.u "iE: .: ii;::. RESERVED RIG �< E d >,.:..:,.: :, :.-.: 1:.', a fJ Tr.: .• €< s ', L� : .' €:. RIGHTS THESE DOCUMENTS SHALL NOT BE USED BY THE _ ' OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITI k"..^ =T• .. , ::• . : , ,:,...... „ . ��` .<.I,.' 'i,3, f:w' ,_ ONS TO THIS P� � i•. :.� e: . : :.: ,1.:_ :: f:. :.... e,: . E :R3 ';.t<r�i' `ir'.'. :.°^�;'.. E. { �»::`Mt: �_.. ";::.�":,.. MS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT ::,. 6' FOR OTHERS. SEC ......... ..ND�LOOR FINISH �- _� `a.:.., _: �•' •I::'..•.: :,: _ .=I_ { _.:........ ._....__..._. _...____.... _.....�................._::,M:.._ ..^.^...................,._,.. 1 " Rol� PERREA N .i'.� �`iI'�:.!.€�','I:`�'":: ...�• ..E..�La '( .'T�,.�• 3 �'- I <.; ,.^.... ... Q, Q Y F�.E�/, +12-fj :_.Y:::.: �€ f' `. :. t 7 Plotted:,. � r� `•�-.I,,,.,.._ ,.. ., : •:' :.:.:. `. .—•: .� : .�ttt .^ �.�'.. ?,��. _ d. Friday, 023-12. r ,•'.„ .^,^:I„<, ��a. �.,_. •;�.,.�� �°.a:_°.�a..:a:s>a,LL �"°` E;' ^�.-:i daY,F p B emesto 1 1600 \ 31d 17 2 ........ ' •O6 m t: cbn'ary Y� I 3;•.: ''I t :.... �_.�` ..��:.:..,_ ..: =3:: ;;�."' .E'`;: : i..{. — �`,...� nc aver 3 Working Drawings\A wg File: L:\AVGA Current jobs\E 6 ,. <�`ta'• :.� tip:- -µ;? ,; � - 1 - o — LOOK FINISH F - - i O 6 r - . O - 1 11 + + we 3 — Mtn �eE ` a'_.3x•i :�.,,�' �..'.. ..{ ^..,i� ��i,i;;,',ia€t,t tL..::.�_ , i` t-' e y gyp - C'� I Proposed Hotel ..� Elevations f .......... ......... As Noted e s RECEIVED ; .,, ................ .m. . West Elevation MAR 0 S 2023 SCALE: 3/32"= 1'-0" 77 Southold Town Planning Board A361 .......... ___,... ..__.............. ... ....-..... .....m............... (0� ? I . I �. R5 RS.. ; 6 LJ 121111111111 11 11 ANDREW V - TA.SEGOND FLOOR F1�1 r � • -- 0 - GIAMBERTONE M & ASSOCIATES { jj%T.O.FIR.ST OOR FIN15H T.O.FIRST FLOOR FIN(5N 1 M (1-=L. + I *ARCHITECTS 62 Elm Street Huntington, NY 11743 Telephone:South Elevation t I ' Fax: 631.367.6636 SCALE : 3/32"= 1'-0" i GiambertoneArchitects.com xx I .. ................... . _-.............. .,. � .:I"H 0.•Lt d GRS I The Enclaves rI - .... !.ate wow, .,.�i.L�.,< �f w,:,3.€.:..,..a_�:;l,:u;,,af..� .:.,.�;'..°i.�.,t•r€;�< 'e�o..� �': ' �°3yj•, x(�� �.��.<' >..t..y >t,.':r'i:{3[ •,<y,.,?,r:. ?A„F.t; t � fir.: ',i.�. l.pzF•.:,.:a'^n'•.E°.y.,y<:.. .tL ,?3>yr.., F'^t .I. ':.-i'i - - _ 56655 Route 25 ,Kew. " '•m�`.,,";r„..�.�,a.�y,,�a3,i.;',;:r,,...? �,_.#a:,,i:�x^>� --- - ___ - -. - --I - -.K.E EZ t �„ ,z„a-.>1.c._.. p,�:. �F.� .. r� rZ, ., , . ,. � � E I � n � n n ,::, ,�!:3,«^`:,,ta,:nl3i ,I ,,.. ..,., -�-_:1. -I._ .�-_�.� _Z.l�L,�1L11�L_� __L�1]�LI���C_l,__[i -��1L. ��. . _1�- fl _�__ __C �_�. -Il_1�_i�-�1-�- __�:' �... FLOOR FINISH <. :.:. `:�;�.. Ir�'� — � i > „i ,31 a . s' �r" �- � � :: '.< _ �h� s�- Southold e York . ... , . ,7� . .. .. . ... . .... ..:?' , �, i <.....;i .,.. ,£fir,,:. �'�'� ��: _� _.� .,-�` _I t3..: <. � ..,,. w ;:"i,#"::: � t K':: Itz:, �€?�';t` I,`....iE..,., :.ei<L�',.....;.;."e.ly.:,tzS:`s`<. ,..a1:;wvxY� — G., � lam 3� d- O =t<; ',I". �i ., £Igt„c�.w:., ry I I I ' :<.S t:.. ;•: s :. „ ?;W�1-� ... .. .. ...... ..... : ..:..�, ...:� ;,E,:.:?,�.. .13' ...,. ,,i� '.w'� t{r .3 :;, `,h^'t,.;, ant'.., <.nF,`l xA;• eii-.y�.,' �... ? G^.sw....\1 �r ,Y;k �: :,..1.r^.3.-l'.�;§u.:. ° .i.,,,...�tsaa,°.:.. .a .3'.j� l.:y .3.E, 'e 3:,�d i' �i, 01 pG FLOOR ~ � I 3 i ... �,......-...................................... .... ........................................................ 10-11-2016 Issued for Permit _.._....... .......................... .......................... 01-30-2017 Issued for ZBA&Planning Dept. 04-13-2017 Redd&Issued for ZBA&Planning Dept. 03-26-2019 Issued for DEIS Report 02-16-2022 Issued for Planning Board-Elev.Materials ...... . . ................._.............................................. .. ............... .............................. ........... 12-15-2022 Issued for Planning Board-Elev.Materials wr. ____...... ._...._ .. . ...... 02-17-2023 Issued for Planning Board-Dims.added i ......................-- ....._............. . _. ................_..__.. .............................. ; North Elevation SCALE: 3/32"= 1'-0" ................................................................................................. ....... ...... .............................. , ...._............................... .. ......................... .......... . ............. . ...... s } MATERIAL KEY: —........_._.._............_.................................................................................................. __ R5 - RUBBLE STONE VENEER MS - GEDAR SHINGLES :..... ................................�_.... ............................................................_.................................................................._.......; MG - MIRRORED GLASS _....... .._—._._ _..�........ . ......_-__.._.............,........,_........ ......,w__.._...... ._... I G - 6LAS5 ......................-- ........................................................................................................................................... I L5 - LOUVERED SHUTTER w._._ _ .__.. ..... _... ......_.._._._................._. ,,..................-....._._; ViR - WOOD RAIL NIT - WOOD TRELLIS _____ ....m................ ............ _..._.............. _s CGR - 6L;A55 RAIL _..,. .. ._.__ .--___............. __w..-.w.......__........_......._._w._._:..w................. . ..... -_I GR5 - CEDAR ROOF SHIN6LE5 ' ARC re F I i P I FOF N .10 . r j # I .L L` € i Issued fo r Pe r m it ... ... . ..................... ................. . ........ f 4D., hf­ (0 2016 AVGA ....................—.. ....... ................... ...................... THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA, THESE DOCUMENTS ARE SERVICES FORT HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROWDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AVID SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE j OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Friday,February 17,2023-12:21pm By: emesto File: L-\AVGA Current Jobs\Enclaves 16-003\Working Drawings\A3-l.dwg Proposed Hotel Elevations m .._�_.__,._....._....�_........ ............... ................. .................. z RECEIVES -?: w.4 . Noted MAR Q 2 2023 . . <.. ,.,f ,e e. .s. F € m......, ..,,_.,.. _ .. ....._._. _........ .�....... . _........ _ Southold l own Planning Board 1 < s s Nn - A302