Loading...
HomeMy WebLinkAboutSite Plan (recvd 4/18/17) r General Utilities >, 1. CONTRACTOR SHALLL NOTIFY"DIG-SAFE"(1.888-344-7833)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. THE LOCATIONS,SIZES,AND TYPES Of EXISTING UTILITIES THE ENCLAVES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED 56655 ROUTE 25 1 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 SOUTHOLD,NY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITIES,NOR DOES IT l? GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN SCTh,d#: 000-63-3.15 ri 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 • T AREA: .7 A, 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 LO E E 25 R ES AND REGULATIONS(WHICH ARE MOST STRINGENT). TO EXISITING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES i AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. ZONE: HB- HAMLET BUSINESS I I Strategic Environmental and Engineering Solutions 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, [,7t, fir?'?;PAVEMENTS,WALKS,ETC.)SHALL RELIEVE 6 INCHES LOAM AND SEED. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING CONDITIONS REQUIRED PROPOSED .,. -,i ., - aDIFFER FROtA THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE LOCATION, � I a5. 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 MIN.LOT SIZE 20,000 SQ.FT. 294,202 SQ.FT.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 MIN.LCT WIDTH 60 190.66 �� 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 MIN.LOT DEPTH 100' 928.03' STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MIN,FRONT YARD 15' 17.16' MAY BE WARRANTED TO RESOLVE THE CONFLICT. MIN.SIDE YARD 10' 32.0' ! 630 Johnson Avenue. . Suite 7 6. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND BOTH SIDE YARDS 25' 80.66' Bohemia . NY . 11716-2618 APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH THE WORK 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH MIN.REAR YARD 25' 153.83' _ j 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. LANDSCAPE AREA 25% 56.63% i E-mail: INFO@PWGROSSER.COM CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT APPROPRIATE PERMITS. Mme.LOT COVERAGE 40% 16.3% i 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC AND MAXIMUM HEIGHT 35' 32.93' s I 7. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS ARE APPROXIMATE AND SHALL BE NUMBER OF STORIES 2 STORIES 2 STORIES CONSULTANTS CONTROL DEVICES. SETlRESET AS FOLLOWS: 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL A. PAVEMENT AND CONCRETE SURFACES: FLUSH A. 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 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 I OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AREA AND TAPER EARTH TO RIM ELEVATION, AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE i „ APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BETAKEN. 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY 711 SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE x 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. ' '`"' - r' ` 1 1 + vl �� t 11. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE ; ADDITIONAL COST TO OWNER. RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES 12. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE COMPANY. IMPACTS TO OFF-SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT NO ALLOWABLE SANITARY DENSITY FLOW COST TO OWNER. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: 6.725 ACRES X 600 GPD/ACRE=4,035 GPD A. WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE(CLDI) j B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC) PROPOSED SANITARY DENSITY FLOW ``- <. r 777 -' i 1 , C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE(RCP) 74 SEAT RESTAURANT X 10 GPD/SEAT=740 GPD j 44 UNIT HOTEL X 100 GPD/UNIT =6,600 GPD Grading and Drainage Notes 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, TOTAL SANITARY FLOW =7,340 GPD INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, i ! CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TR ATMENT PLANT(STP)HAS SPECIFICATIONS OF THE TOWN OF SOUTHAMPTON,SUFFOLK COUNTY HEALTH DEPARTMENT,SUFFOLK THE DRAWINGS. BEEN PROVIDED. I COUNTY DEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S i AS APPLICABALE. REQUIREMENTS. PROPOSED RESTAURANT-GREASE TRAP SIZING - 2. UTLITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLE 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.}SHALL BE DETERMINED BY THE PROPOSED 74 SEAT RESTAURANT ` I RECORDS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING _.. . MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL :i 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 STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM DIAMETER SHALL BE KITCHEN FLOW=20 GPD/SEAT X 74 SEATS = 1,4810 GPD 5 FEET. UTILITY SERVICE CONNECTIONS AND INSTALLATION OF NEW SERVICE CONNECTIONS AND SHALL COORDINATE WORK WITH THE APPROPRIATE UTILITY COMPANY, GREASE TRAP DESIGN REQUIRED: 1,480 GPD X 1 DAY=1,480 GPD 3. REMOVAL OF EXISTING STRUCTURES,INCLUDING BUILDINGS,DRAINAGE SYSTEMS AND OTHER STRUCTURES, Utility Information " IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN OF SOUTHAMPTON AND PROVIDED: (1)10'DIA.:5'LIQUID DEPTH GREASE TRA (2,500 GAL) APPLICABLE COUNTY,STATE AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING { ALL PERMITS FOR DEMOLITION A,ND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS. SERVICE OPERATING AUTHORITY I 4. ALL STRUCTURES TO BE REMOVED(FOUNDATIONS,CONCTRETE SLABS,DRAINAGE STRUCTURES,ETC.) STP DESIGN FLOW " SHALL BE REPLACED WITH CLEAN,GRANULAR MATERIAL,COMPACTED TO 95%STANDARD PROCTOR ELECTRIC' PSE&G DENSITY. WATER SUFFOLK COUNTY WATER AUTHORITY PROPOSED RESTAURANT DESIGN FLOW 1 5. ALL PAVEMENT TO BE REMOVED OR REPLACED SHALL BE SAWCUT. TELEPHONE VERIZON 74 SEATS X 30 GPD/SEAT=2,220 GPD SANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ----- ---- _ __... _ _...._... -- ------_._._ 6. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES DURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCE GAS NATIONAL GRID PROPOSED 44 UNIT HOTEL WITH THE N.Y.S.MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. t SITE LOCATION MAP 7. EXCEPT WHERE OTHERWISE NOTED,WHERE NEW CONCRETE CURBING AND CURBED ISLANDS ARE 150 GPD/UNIT X 44 UNITS=6,60Q GPD v: SCALE: NTS PROPOSED,THE BOTTOM OF CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENT ELEVATION. THE TOP OF CURB SHALL BE CALCULATED 6"ABOVE THE EXISTING PAVEMENT ELEVATION. STP DESIGN FLOW=8,800 GPD PAVEMENT AROUND THE PERIMETER OF EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPED AGAINST OR NEAR THE CURB,AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSED / 11 DOWNSTREAM INLET. EXISTING PAVEMENT SHALL BE SAWCUT AT THE LOCATION OF THE PROPOSED CURB. STP LEACHING POOL DESIGN 0 1,500 3,000 7 BACKFILL AROUND THE THE COMPLETED ISLAND SHALL BE CLEAN,GRANULAR FILL COMPACTED TO 95% REQUIRED: 8,800 GPD'5 GPD,SF=1 760 SF STANDARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTING Erosion Control 5 PAVEMENT TO REMAIN. ALL SAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EXISTING PROVIDED: NEW LEACHING POOLS SCALE: 1" = 1,500' PAVEMENT TO REMAIN. t0'DIA.LEACHING POOL HAS 31.4 SF PER ERTICAL LINEAR FEET(VLF) 3 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE 31.4 SFNERTICAL LINEAR FOOT X 15.0 VERTICAL FEET=471 SF 8. ALL EXISTING CATCH BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETION AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED 471 SF X 4 POOLS=1,884 SF PROVIDED 2 OF CONSTRUCTION. IN FEDERAL,STATE.AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 1,884 SF PROVIDED>1,760 SF REQUIRED 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date 9. THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS BEFORE EXCAVATION,CUTTING, 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES,AND REMOVE SEDIMENT REMOVING,OR TAPPING INTO ANY EXISTING UTILITY SERVICE. THE TOWN OF SOUTHAMPTON SHALL BE THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF Designed By Date Submitted NOTIFIED 48 HOURS BEFORE ANY SITE WORK IS BEGUN. SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND TC 01/20/17 PROTECTED AREAS. Drawn ByDate Created 10. PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE WITH COORDINATION WITH THE APPROPRIATE ELECTRIC AND TELECOMMUNICATION COMPANIES. GAS AND ELECTRIC SERVICE CONNECTIONS AND/OR 3. CONTRACTOR SHLL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION TC 08/23/16 Approved By Scale SERVICE ABANDONMENTS SHALL BE COORDINATED WITH LIPA I NATIONAL GRID. WHERE FEASIBLE, SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION IS CAUSED BY BG AS SHOWN f client s PROPOSED ELECTRICAL WIRING SHALL BE UNDERGROUND. WATER,WIND,OR DIRECT DEPOSIT. THE ENCLAVES 11. ALL CONNECTING DRAINAGE PIPING SHALL BE 12"RCP UNLESS OTHERWISE SHOWN ON THE PLAN. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED SEEDED, E STABILIZED 0 PREVENT 56655 ROUTE 2S S OR OTHERWIS S T r 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE EROSION. Urve Notes SOUTH OLD, NY DISPOSED OF IN ACCORDANCE WITH LOCAL TOWN,COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE Y CODES. 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, Project: CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND 13. ALL SANITARY SEWER PIPING SHALL BE DR-18 PVC OR EQUAL UNLESS OTHERWISE NOTED ON THE PLAN, DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. 1. SURVEY PREPARED 3Y JOHN MINTO SURVEYOR,93 SMITHTOWN BOULEVARD,SMITHTOWN,NY WHERE SEWER PIPE COVER IS LESS THAN 4'-0',DUCTILE IRON PIPE IS REQUIRED. DATED:MARCH 28,2006-LAST UPDATED:JULY 6,2015 SITE 14. REFER TO LIPA STANDARD SHEETS FOR PROTECTIVE BOLLARD SIZES,REQUIRED SETBACKS AND OTHER V I T E PLA N DIMENSIONS AT TRANSFORMER.AND GENERATOR PADS. 7.1 15. WATER MAIN TAPS,INCLUDING TAPPING PERMITS AND FEES,METER REQUIREMENTS,ETC.,SHALL BE - _ 1 COORDINATED WITH THE SUFFOLK COUNTY WATER AUTHORITY. /Project Address: 16. EXISTING WATER,SEWER AND OTHER CASTINGS DISTURBED DURING WORK SHALL BE ADJUSTED TO GRADE AS REQUIRED. 56655 ROUTE 25 RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED ;SOUTHOLD 17. ALL PROPOSED DRYWELLS SHALL BE PRECAST,WITH PRECAST OPENINGS FOR DRAINAGE PIPE AND SHALL 74 SEATS 13 24.6 SPACES(1ADA) 25 SPACES:2 4DA.` CONFORM TO SUFFOLK COUNTY STANDARDS. TOTAL RESTAURANT PROVIDED:25 SPACES(2 ADA) SUFFOLK COUNTY, NEW YORK HOTEL PARKING SPACES REQUIRED SPACES PROVIDED County Tax Map Number: Contract Number: 1!UNIT-44 UNITS 44 SPACES 1ADA 44 SPACES 12 AD,,, 1000-63-3-15 ( ) Regulatory Reference Number: 1lEMPLCYYEE-OR-1/UNIT 44 SPACES(1ADA) 44 SPACES:2.ADA) - f Title of Drawing TOTAL HOTEL PARKING PROVIDED:88 SPACES(4 ADA) 9, SITE PLAN i GENERAL NOTESg 0 _ wl' Drawing Number: Mon 00 Dn f V51 ?f .?i/. Sheet of o m U 2 ` /, - APR � 017 ��1 ., g�, � -,r�a s � 1 13 :y PWGC Project Number: Southold Town Un Planning Board ririauthozedateiattanoadden AVG 1601 s to this drawing and related docurments is a violation of Section 7209 LL ao of the New York State Education Law .. .� '&GTl�' . - � '✓ai%R'4�'.2s'"'k:: .6'IJSA: a'*a.Y y" J 1 1 1 / LLLU 1 y 1 1 Existing Proposed Notes Existing Proposed Notes Existing Proposed Notes Existing Proposed Notes g P Political and Property Boundaries - - Topographic Features - Utility Features P _ - - --------- RD-- - _ -- 6"RD PROPERTY LINE;RIGHT-0F-WAY LINE �_ ... -._ . _._____ 14 ..-._..-.- __ -. MINORCONTOURS ROOF DRAINAGE BC BOTTOM OF CURB - 20 MAJOR CONTOURS DRAINAGE "r.,:" BW BOTTOM OF WALL 15"D - - ---------- INTERIOR PROPERTY LINE - - - - - - - ' RIOGELINE -'~-- - - UD UNDERDRAINAGE L:. ,' CAN CABLETELEVISION Strategic Environmental and Engineering Solutions - - - - �- - - - - - - - - - BUILDING SETBACK LINE RIDGEIINE i TOP OF SLOPE �; FD ! FRENCH DRAINAGE {_ ASIN , EASEMENT TOP OF SLOPE CB CATCH BASIN �^x•r,� ,s^*moe ^!,q'ny'�',...ynagy�" rop�u++ ^^?an'm ------ SANITARY SEWERAGE a .1, 6"S S S f R:` BOTTOM OF SLOPE i,( CO CLEANOUT WETLAND FLAGGING BOTTOM OF SLOPE --- FM FORCE MAIN D DRAINAGE LIMITS OF CONSTRUCTION(DISTURBANCE E, �;� c EL,123.1" EL.123.45 + EL.123.45 �. ,•.,•.. M � i 4 r.. SPOT ELEVATION �a 12"VV WATER MAIN �,., DMH ' DRAINAGE MANHOLE 630 Johnson Avenue. . Suite 7 — - - - - — MATCHLINE T1 ';4, TC 123.45 --------;;'_;,------- - -- 2"DW DOMESTIC WATER SERVICE Bohemia . NY . 11716-2618 ru;, BC 122.95 TOP and BOTTOM of CURB ELEVATION L;:.; DW DRYWELL Phone: (631) 589-6353 . Fax: (631) 589-8705 Curb and Pavement 6"FP FIRE PROTECTION SERVICE E-mail: INF WGROSSER.COM it TW 123.45 - --- E"DX EBX ELECTRIC BOX O@P s ! TOP and BOTTOM of WALL ELEVATION . . ..... . . ......._______.- G ' NATURAL GAS R`4 113 4` BW 113.45 CONCRETE CURB TO BE REMOVED •', ---- -- --- C", ----- - OE OVERHEAD WIRE E%': EMH ELECTRIC MANHOLE CONSULTANTS _ CONCRETE CURB Ex EX EXISTING PAVEMENT TO BE REMOVED Drainage Elements - -- F - - E ELECTRIC POWERLINE ?;I;";'s';� ? DtIVA-1 - -. ' ••- ---_-..___._- T i TELECOMMUNICATION F' FA FIRE ALARM _. EDGE OF PAVEMENT _._.____.._._. DRAINAGE STRUCTURE LABEL FD RIM 135.43 L FRENCH DRAIN f-,• FOC FIBER OPTIC CABLE nj;r^;;> t;;;rh;E INV 130.43 N _ - - - - - - - I SAWCUTLINE ( } , •,r=�,_.-.-__-___...__. —CATV— �' CABLE TELEVISION Ft;1 FM i FORCE MAIN I TRENCH DRAIN FIRE ALARM FCC FOC FIBER OPITIC CABLE NEW PAVEMENT a tet: a - - ---- FA i TRAFFIC WIRING FF' FP j FIRE PROTECTION SERVICE TRF j DRAINAGE MANHOLE with GRATE INLET I HEAVY DUTY PAVEMENT15 I FIRE HYDRANT C G j GAS yl WV GAS VALVE DRAINAGE MANHOLE with SOLID COVER i WATER VALVE L` GV Building and Elements } ® ® I HYD HYDRANT GV t} {; �•: GAS VALVE ( w i ICV IRRIGATION CONTROL VALVE BUILDING TO BE REMOVED ` i ® CATCH BASIN with CURB INLET ' •, OEMH i ELECTRIC MANHOLE INV I INVERT �' ' J % BUILDING _ r LA LANDSCAPE �-=-� DRYWELL with GRATE INLET -Q UTILITY POLE LP LIGHT POLE LIGHT POLE ; CONCRETE TO BE REMOVED *'... "; MON MONUMENT - - - - - - ORD ROOF DRAIN OHW OVERHEAD WIRE DRYWELL with SOLID COVER P POST CONCRETE and CONCRETE WALK / - RD ROOF DRAIN i I SIGN RIM RIM ELEVATION a ENT OHD I BUILDING ENTRANCE and OVERHEAD DOOR i (�"�4.r °�IPF � IRON PIPE DRYWELL with BURIED CONCRETE COVER j S I SANITARY 1 SEWER piC i, ® MON ! CONCRETE MONUMENT SMH ` SANITARY I SEWER MANHOLE p BOLLARD PROTECTION CIRF SPK SPRINKLER HEAD OO I CAPPED IRON ROD Fence and Property Features DRYWELLw1thCURB INLET he RF T j TELEPHONE O i IRON ROD TC TOP OF CURB CIRS CHAIN LINK FENCE Y, CAPPED IRON ROD SET I i -,- U . TMH TELEPHONE MANHOLE STOCKADEFENCE SOIL BORING TRANS i TRANSFORMER FENCE(OTHER) M TSB TRAFFIC SIGNAL BOX Sanitary Sewer Facilities � _ - -----.- - -• --r RETAINING WALL l Tr,t',.; C TMH TELEPHONE MANHOLE I TSP TRAFFIC SIGNAL POLE 1 TREE LINE .''_- '-.;=_i_ LP A-1 SANITARY SEWER STRUCTURE LABEL - _. I r:'d?';;"', `• RIM 135.43TVV❑ TP i TELEPHONE PEDESTAL i. 43(1," INV 130.43 N TOP OF WALL EDGE of WATER LINE I HIGH WATER ( ) - -, TRANS TRANSFORMER UD j UNDERDRAINAGE — i loot C;. : CO ' -. .❑ i CLEAN OUT T,,p O TSP TRAFFIC SIGNAL POLE W WATER Parking Features __ I ":` WV i WATER VALVE I ? TSB I TRAFFIC SIGNAL BOX ! 24 ! PARKING COUNT x Fx,, ® O SANITARY SEWER MANHOLE EBX VIF �aSr. i VERIFY IN FIELD t- ❑ ELECTRIC BOX ^` 24 LANDBANKED PARKING COUNT ! 7 O p ICV IRRIGATION 5 C 5 I 225 i CUMULATIVE PARKING COUNT m, ,/% ®, ;: LEACHING POOL w COVER TO GRADE p SPK I SPRINKER HEAD 3 i I ; 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Descdpbon Revision Date ! HANDICAPPED ACCESSIBLE PARKING �' SEPTIC TANKwth COVERS TO GRADE Designed By Date Submitted ; TC 01/20/17 SI Drawn By Date Created TC 08/23/16 Y Approved By Scale I GREASE TRAP with COVERS TO GRADE BG AS SHOWN. Client ,-- B' —t�a---, s' THE ENCLAVES 56655 i E 25 STANDARD PARKING SPACES { , '!%:� LEACHING POOL with BURIED CONC.COVER SOUTHO DT NY Project SEPTIC TANK with BURIED CONC.COVER t ISITE PLAN j Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number. Contract Number. 1000-63-3-15 Regulatory Reference Number: Title of Drawing: SITE PLAN LEGEND 0 ; N . tt 1 Drawing Number 0 0 ;A2,A, (�� (I�� n1V�� 2r' it r-' <, ,�,�" ., •'� 1..; U1 I� �e� Dl_� Ly tJ L5 ,�'. ij Sheet of o b 111, 2 13 2 7 APR 18 2017 . �,.4 `�, c� . h>l - - 4 PWGC Project Number. w w $OUlhOId TGwn Unautlidfize4 leratonoraddltion z to this drawing and related documents AVG 1601 z Planning Board is a violationofSection 7209 LL 0 Of the New York State Education LawnomarAmmom o a . r IS:'z"✓. 'r:. .'."�-:'J'.;,.ir'„"+',s:.:+a:E;:?Yf,?iFk?:�S°' f6@tffir'� « Y.A^. �a,Ht.'ia", W,"IC ' 'N•cS*981':�'.. ,. .:•'R�Y"'8'CW�i, ., 'Av"4R5:°.,*`.�i�dfl'i% .�u!�..i; �:"�7.k`P.¢a" ,.,YJJxJK3Y"o;`A' .dam¢.-.. x.44 .7e'"�,A�0. .: - ssfil:, .w• da°•YO&;AYY'w%',f.':)"d we, `Y+A%32}2 M" .1F` '�'Maf . .<✓eia'"E'aLS".43°f1' .'NAI,RL^@. .'7'S9.*T. .YD^.�`Ca7i?.°A.%$Z&%, 0 3- W — i TOWN HARBOR w i � — — — — I LANE ouzo } O U > 0 0 o LAND NOW OR FORMERLY OF Cn N VALERIE M.SCOPAZ LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF O N S.C.T.M. NO. 1000-63-03-16 PWGC ANTHONY FORGIONE Z >- ►- WOOD POSTS VINCENT DOLOMITE& ILEANA DOLOMITE o z U WITH NETTING S.C.T.M. NO. 1000-63-03-17.3 z o _ EXISTING 1 STORY FRAME S.C.T.M. NO. 1000-63 03-17.4 0 g = `" �� �� SHED TO BE RENOVATED AND Strategic Environmental and Engineering Solutions INCORPORATED INTO MAIN EO(SEE SIGN Q , a STRUCTURE d o TCHEDULEP. mow .. . :. • ,°,r 5 ° .:yy - ao o '� HIS SHEET) i x,� �,;.'� ��#�;�4..•,: ,. :. -���”"� ,f;�`%� .<'�F. �.; � ,r"t" �: 310.00' :,z �,°.,s•. }_•,,; -- :� , ;-z:'.,,:>i''t.'�"'�r, s \ 0 7°44'40"E "; '; t 622.7 I � j. 2^ o r :H _.__. RESTA ,r ;,�, i;•"n7;,.,' '.',i;32 S07'38'1 S07 3810"E � �,- '- -. _ __ URANTAND 3r 2s, _,_-o -- --- ... - I S(HOTEL) ENCLAVE !SIGN �'a ',¢:... ., ,.. •,,:;':1.::..�;�•:':%^ r;iv;?.." ,,,, ., /1+r MfJr�s{�. ":i,+:"z'dY..r�.&cL;,F.,:i:a-,.,.':u ti. - 't4•+:x4r, ::s:a'_..•n.•••v"�c:�ru.i;M S:�i;�ti.+....ws3' v4i o i m p...°_o-o-°-c-°-° chain link -_._-- - s -- s ---- a------ _. '— - - ARCHITECTURAL sfence s s ° DRIVEWAY o W�� wo Y s_ -0-0 ° °-°��-�. chain Ilnk fence ---- 630 s.___ _ s s O PROPOSE� m ' NTS E s--'------ _ �. x m NEW t :' ' ALA S E E , 'st adefence N v��'� ° �stockadefence ' _ - -• J o f_- r ! m— --�-- _--fi ---- ---- --- — -- — — _ <— — s _ I Johnson Avenue Suite �° -- --- —___ well Bohemia . NY . 11716-26187 '} P N \\� �,teekada kn c F -__R a M a o_�29 r-LINE OF EXISTING 26— f 1TO REMAIN AS IN Phone: (631) 589-6353 . Fax: (631) 589-8705 p GARBAGE e' s EXISTING 1 STORY / DRIVEWAY TO BE 171NG WELL O 31 I AREA, j 30 1' a - s s, FRAM REMAIN TO \�/ REMOVED / IRRIGATION ON WE!.L O►If– ((( I OE-mail: INFO@PWGROSSER.COM \O 'o Z 10M :AREA' IST !I EX INGTOB • 1 J Q 1 Q9 4' s n• f F -;- ( CONSULTANTS RE MOVEL 9` \ _ _-- �i } rb O } rr , s , TI 6 EXISTING T G 0 2 STORY Y w z 't s _ S1 — I I I O - T SR T RET I O•. UC U OR SIGN E G MAIN FF 275 I 29 RD ❑ s 0 28 i c� 7 „ • Z 1 -- n'-r 2 Y ";-­ R6-5P6 0 0 ED HOO .O — TE / s •�'� R P } P 0 SE rr \ 0 aI I 1 � I ,r _ v FF (SEE .. .. EL:32 \\ r; - FRONTY a. AR s_ rv- SIGN •s : s s i n :TBA CK �1 PROPOSED ADDITION f c7 %i, SCHEDULE I ` EDULE _ J /-•i•- -i� RD 1 P N R 9' OPO PARKIN AEA G r cr _.. EXI I :v.. 29 n, W G THIS SH W i' RD EE T) ''. 26 - - Z { cOi slate \ 6 ,,h1 t N I41 Q _ 1 i d t WA Y LKWA O Q 1 _ -r J 4 t {f r: PROPOSED „4 r' 3 O ` 3 i ELE TRI ':i'%•' C CLINE o .r•s. ........ J! u4 3 -� s 1 I 3 ,1 SIGN I I d �" 3 3 Z s 3 3 m I PROP o OSED W o:- I `r %'i'''! SE A E• , slate ':r:' 3 r EXISTING TING TO OFr BE _ _.. 'sEb'GvaT� 3 1 - j 1 S 7 3 DISPOSAL I �i S AL OS Y i S STEM 3 Z! ERV - 3 REMOVED s -o S ICE LINE 3 O { i _ I aI ( __—_ - R 3 3 — I O ° m,9 : ,. � 3 Ion a 2 SETe CK- �:- ` \ ac` \ \ U1 /SCULPTURE v REO'D d F- f F �,; GARDEN 12 ¢ I v. ORFAR 2D' R7-8(SEE SIGN ; O IFRONTY c �' 11 pOSE 1•. \ \"" N' SETBACK W Q t P - -jY ' i O MjD N 9 SHEET) PROPOSED WATER SERVICE 3 15'-0" 11 W I SCHEDULE GRADE EL.30.5' Q :.-,, \+, R7-1&R7 8b 4 O O (SEE ! !I ` - r - y tt '__ t•--.,' •. ..,,, .-.. . .: ^ S SHEET) � � t ,.., ,.. . .... . ,,.. \ SCHEDUEE IG _. H.T, b -� .__-,.. "• i m ET I t JI w, u v - "__: _ ' NEW PROPOSED DRIVEWAY ? 24-D"I ! _.1 I r,.._... } p M +.... - PROPOSED WATER SERVICE, b I w Z z o 1 - COTTAGE I:-Y fs „ ,\ „ THIS SHEET) - x METER ANORPZDEVECE ; -' I' UI v CHESS BOAR \ - - AND PARKING ✓ U - w v` t O o F LL I( PROPOSED WATER.- (_.' j . �, F ---FP ql II I D ee4 Yer_max -----FP P "—'_^_,w M 'I W i SERVICE 5A. ,1 „ - POOL CABANAS ;� .✓' - \ _ FP -_ �_ 7.,--, E^ ,,� , w t (t_ 2 > ;.._.... ,_.._ . ,.,_, _.- fr TW:30.5 30.5 ---PP s , FP -- �TW 00 C _..._._. �,..., FIS - D Q _.-......;_� _ HPOND SHED ~' REa pRD ?jam .:,' BW:27.25 Bw:2i.2s, N04°45'20'W 178.00' M _- — 3 16 I'• Sc j ; PROPOSED WATER �•r a 9 %' �! SERVICE LINE I r cb r sE1g 32 3 _H.T. 7- 0 - 1-1 (SEE SIGN 3 i 1i R coTTAGE2 t R3-1 (SEE SIGN SCHEDULE I ! '` i•RD:" r PROPOSED FIRE it a PROPOSED 2.5H-1 \ II I HOTEL ACCESS " i Il 1 SERVICE LINE SCHEDULE THIS SHEET) t ; \ 1 a,.... - _- RETAINING WAL + ONLY SIGN 14'-0" 26 b ' !i GRADE EL.27.5' PR� OSED WATyR-, r. EC:27.�5 FF EL.32.0' !''1 THIS SHEET) c J y1, _-- �...,.t,. PSE ARCHITECTURAL w,: d SERVICE ARC R1-5(SEE SIGN ziI FISH POND DRAINAGE SNS) _ SCHEDULE a �d .__ I Y Y• `: - -._... _ ................. - THIS SHEET) LL'i I i 3 I 223'-1' o ' sr� rl:_.. ��H.T.i a; %"ic'• : OPOSED FRONT a o a i_ .FLT. Ir - - -- -- --�, tt 1 z i COTTAGE 3 -r (D�` f�ID aq; I \ Q RD SETBACK 4 F i. I`:' v POOL AREA i to -�" _ _ r NYR3-14 SEE SIGN 1l 1 ;aIG 2 2 } 1 i Ur i - ,�•/ 'tYP o ;:,' PROPOSED-WATER ,Rb:�- 2 3 1 ,H.T.! I I ,. • . - ,.-\ w SCHEDULE a -J' ; PLAY,CO RTS N Z a 4 SERVICE n $ THIS SHEET) > GRADE EL.27.5' PROPOSED 2.5'H a w b 1 p �_. I - o Tt / .• z ? l RETAINING s H.T. RDS 0 27 Oil W 1 i COTTAGE 4 i _.. ... . . ._ y Z ° P— TW:30.5 RAMP Q r PROPOSED PARKING AREA ,I sr EU SI BW:27.2o BW:v zs N -- - , TW 30.5 .., RAM CO , - to L I ° WALKWAY r O S.C.T.M. N0. 1000-63-03-14 LOCUST LANE GEN TDMA C&MIRELLA TOMAS 1 ( EE Z - _ - SIGN 153• .. p, - r=;..- - - y .` ARD SEZB 2R A0 I I i \i I 59' b r is 20 R6 5P S SCHEDULE u : pOg D it 4� r P \, l7 I i i , j I I R i �� \ �i � �:' � If THIS SHEET) o, I ,TYP' i m w Fs NEW PROPOSED DRIVEWAY ® I 1 e _. cb _ �A A Q' .• i. 1 jam_ Y 1 i 31 r ".c['�,",.aw_-- .:.: :.� _. ...... _ ° o SIGN \ w I� PROPOSED PARKING AREA �, b , \ 32 Q;N 9 LAND NOW OR FORMERLY OF a JANET L. RYAN 34 � 0 3 S.C.T.M. NO. 1000-63-03-13 00 _ o I uwi _ ° � Ii f o N05°30'50"W 616.57' a LIGHTED \ 33 ENCLAVES SIGN LAND NOW OR FORMERLY OF (SEE ARCHITECTURAL CHARLES W.WITZKE �? ry PLANS) R4-8A(SEE SIGN R4-7A(SEE SIGN r, \ R7-8(SEE SIGN R7-1&R7-8b S.C.T.M. NO. 1000 63-03-28.11 SCHEDULE SCHEDULE 7 !' N SCHEDULE (SEE SIGN THIS SHEET) THIS SHEET) LAND NOW OR FORMERLY OF THIS SHEET) SCHEDULE 6 (TYP.FOR 4) THIS SHEET) PILLES REALTY HOLDING LLC 5 a (TYP.FOR 2) S.C.T.M, NO. 1000-63-03-12 s N05°30'5("W PROPOSED SITE PLAN 2 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 51.34' \` SCALE: 1" 40' Number Revision Description Revision Date t 33 O 40 80 Designed By Date Submitted TC 01/20/17 Drawn By Date Created SCALE: 1" = 40' Tc 08/23/16 Approved By Scale a' BG AS SHOWN s Client THE ENCLAVES M56655 ROUTE 25 ' ( ' MT =� SOUTHOLD, NY f Project 1 i I SIZE OF SIGN I SIZE OF SIGN SIGN SYMBOL SIGNS OR I MUTGD 2009 ED. I SIGN SIGNS OR MUTCD 2009 ED SITE PLAN DESIGNATION PLAQUES SECTION NO. CONVENTIONAL SYMBOL CONVENTIONAL f; ROAD DESIGNATION PLAQUES SECTION N0. ROAD No PERKING s` R7-1 Am NO PARKING - 12'x'8' i ME R5-1 DO NOT ENTER 30'x30. Project Address: 56655 ROUTE 25 ' R7-8 f ® ADA PARKhNG 12"x18' Ed SOUTHOLD NYR314 ALL TRAFFIC 24'x30' SUFFOLK COUNTY, NEW YORK I i R7-8b MESSsLE VAN ACCESSIBLE ' 18'x9' County Tax Map Number. Contract Number, R6-5P 9 ROUND ABOUT 30'x30" 1000-63-3-15 PAINTED >q 6 Regulatory Reference Number. DIRECTIONAL ARROW t Title of Drawing: COLOR-iss + ENTER EO ONLY ENTER ONLY 18'x18' R1-1 (;P STOP 28.05 30"x30" PROPOSED SITE KEEP R4-7A �-�' KEEP RIGHT - 24'x30" LAY g RIGHT OUT AND D NO RIGHT TURN - 24"x24" c� 3 1 , KEEP UTILITIES PLAN I R4-8A f-- KEEP R!GHT I 24'x30' ` LEFT y N 1 •S i N(.�: Drawing Number. �v 1. 1 pC� Sheet o1 0 3 13 APR 1 2017 ;;;�c''� a „ ! PWGC Project Number w a - ”'rii Unauthorized alteration or addition z Southold Townto this drawing and related documents AVG 1601 is a violation of Section 7209 LL Planning Board 9 of the New York State Education Law �F a ii Q C14 a_ M TOWN HARBOR UJI - - - LANE U) m Y o ii U_ 7 O I !s O o LAND NOW OR FORMERLY OF r if ou LAND NOW OR FORMERLY OF � ,�., Z VALERIE M. SCOPAZ ANTHONY FORGIONE LAND NOW OR FORMERLY OF z '_`' S.C.T.M. N0. 1000-63-03-16 >- � WOOD POSTS 11 rj VINCENT DOLOMITE&ILEANA DOLOMITE o z U WITH NETTING EXISTING 1 STORY FRAME a 1 S.C.T.M. NO. 1000-63-03-17.3 z O ❑-❑ S.C.T.M. NO. 1000-63-03-17.4 c Q = r� INCORSHED PORATBE ED INTO TOMAINVATED ND jI ,art J ♦- -•-- ❑ INCORPORATED INTO MAIN m z STRUCTURE a ; a Q � o I I Strategic Environmental and Engineering Solutions 622.78 _o I �Eon'z 0.00' EnEc" us \# F ':ys..-+: yr ?'.`,�xTu fi"' .'•,, rM;;�rdrfr,;r,'n•^1,g'^sr4o:; .1 _ E S07°44'4 I 0"E 31 F j ' S07°38'10"E 2h -.,_ ` _ `'. � ❑-"' - --- - -- - ;iri 7q, ¢ ;LL ;I !•SIGN ��'�1g-•�'�';,i.A°,.' s,�'4~ ;'�<%:�q:�'��ez. .:' I _, ,�;". r I -O-O-0-O -,- • I 1 ., ."�, Tim. 'Ft ,.»"�.rti,'j ty •'3k ae , -.-__-- , �Y ­---'M'- - - cYLalnbnk - -- ---- --- ._,. -, �°; NEW PROPOSED -,, _ _,- I - II ,I _ s,•' :e, `�k r;k' f'�%t,�•,`:rva=-T't,a.- -:.� s s .-9a I ,f,1f;�i;4 f?�, ;l iw�'G' •''I t, �'c'"r 9. .y?r .1. n p>m t s,&we s f DRIVEWAY w fence -O I- w y-II-° -o-a-°-°- s.- t z FO-,z N� Q� stockade fence st ade fence Fn well [ 'L(� f ¢ _-3 r s ACH AS T _ I` R rn uz DRIVEWAY TO BE STING'NELL I CJ` ' EXISTING 1 STORY ' oma°-°-•-°-•-o-°-°-P - _� � r--LINE OF EXISTING %' � 26 � I j 630 Johnson Avenue. . Suite 7 NY 11716-2618 \ -SFeekadaferc� O �� ECPEDEr s I I \ °\ °rS i o 29 I REMOVED TO REMAIN AS I Q i;W p ` � ARBAGE a' 'L p� s FRAME GARAGE TO '`.,/ F- Bohemia • • I O 31 AREA ¢ REMAIN I i IRRIGATION WELL I 0J , RIMYJe 5/ a'. ,- . - - ° ' -"'-- - z.I Phone: (631) 589-6353 • Fax: (631) 589-8705 ,30 I ' 1r EFFECTIVE DO"1 LCB PA + - s GARBAGE �.o_�o�v>o� [ _ I .� y I p - E-mail: INF WGROSSER COM RIM3oe - - s.._ - - iAREAi EXISTINGTOB 'rn Q(t I O@P I FF c 'De"n+ - r 2 E E TIME , REMO 5 VED L O cb rr C r'h G S [ IS 't _ EX TI STORY O NG TO 2 _ 1 i ,I S- { S - f S SJ O STRUCTURE t SIGN CTU E T MAIN 1 t t z' l'i, 0 RE L I CONSULTANTS o, i F: 7 i CO SUL AN TS `\ F 2. 5 cb 1 - 2s •, I t 7 O , 2" - L7 r Z 2 6 I ( II t O O s PRP f - PROPOSED 0 N 0 OSE I i! x P D H TEL ,- ; _ N CB Pd _ I I v __.. .-..- FRON, I ? i ¢ - - -- TYAR I 3 \ FF L 2. .. E 0' .3 RIM 255 } s-s. ;,i. \ ;:i,- ;.,.:',.' > PROPO _ ETBACK 1 \ \ _ rEPFEcmE SED ADDITIONS co 7 9' DEPTM STRI IC S K ARE A ¢ r"^ EXISTING I OP SED PARKING W 0 G r W , I x 1 - : G RD 29 TYP' 26 11 Z 1 z p - I, -slate II I \ \ ' 1 i U 18'-0' N i�" # i til\' ...L .I R'. Q d , Q r �o {I r. WALKWAY KWAY i I i i J J i O _ r + R H J _ 4 , L3I ;iY O 3 RIM ri 5 I: 3 O - - - •!/• •r 1rffFECTrrEDz'„- }- SIGN I v.. Z °v 1 - I 6'- 3 3 m I DL v R-] O 1 I •.i/! 3 I. s. 1 's 3 state' EXISTING TO BE 1 � a R1 - %Ls DLP I i Jai RIM 1 Ts a'\ -. Z' 3 a REMOVED a 3 'EFFECTNE�H O o \ e 3 - - I NM 25.8 N J - m 3 1 3 t 3 3 3 9.6FECTNEDEPM m j � :I m IC \, _ SWIMMING POOL \ ^ o 0 REO'D d 1 } j I- 8 DLP,vw-z LA /SCULPTURE a LCB R. i O' s TB \ '^y~ DRAINAGE I I 112 m I RONT Y I !n RM3as f"" .'? oLPRw, - Fp GARDEN 'o w RIMne F o W II a POSED --20 _ _-- �;;\ t 9ffFEDhEDFPN \ RIM29s \M I i I U 1rEFFECThEDS" SETBACK o Q I R _. .._..._ P TY "- ----- 1r EFFECTNEDE°T!1 O W N 15'-0 ry DLP TYP.'', I ; j t :. I q - GRADE EL.30.5' \ x: ' "�: aIM sB ., =1f ir•.......e_~... ._. ..-., ,-"_' 1r EFFELThE DEPD+ , 0 Ir EFFECTNE°FPM BP6 p rr: i , k I..... '� ti,.. DLP R0.1 . _91.no 'RM 255 to U V „e,V ,,._. , ...............,.,...:..,,. - .... .•- .-., .`. WY EFFECTNE� W� Zf �.;� ..._. - .. .. 1z EFFEcrmE OFr1H .,.-;:...� 1i Z i , H.T. s 1 I _ 4 r�ru� ' Z. I 24-0 LL COTTAGE I -.I. ;r....- \ AND PARKIN t A .,T M b N R D' R�" I 0 X L CHESSBOARD ' M J it P _ FP _ FLOOR DRAINS" ''.. ,x: 8 F P FP M M _,r,_M M M i II " '` • .. .. i D' POOL CABANAS - ^ii�kd'P�' FP _pF, FP- M `I i"i- W M TW:30.5 TW:30.5 GRATE ELEV:"t; -'.<;.,...E� SHED 'u° i - r� FP FISH-POND N04 45'20"W 4Y -`~ 5- 8.00 8W'2725 81N:2712 17 P. x ' clb 1 YARD o T\ b FLOOR DRAIN aIM e 3 H.T. -_ ,l COTTAGE 2 GRATE ELEV:27.2 i a 2s 8 = 14'-0" 26 cb i uD 4 1 .... GRADE EL.27.5' *EL EL EPM - , ,` -.......-... .._-. _.-__ -.. 2 -- 1TffFECTNEO i r.. 223-1 - - oP , ' 3 i" OPOSED FRONT z¢ 1rEFFEcm•ED®n+ RD SETBACK a 2 COTTAGE 3 2 =- aPau # 9'� 121 `,E ♦�IDCiE-- j aIM s j w �;'"-- +z ffFaTrs N2 POOL AREA I I II S IG g - In , 1 011 100- P. I o I PrH DE i I N 1 2 2 i( o > RD. g H.T. PLAY COURTS 1 rn _ ' I' }!d �' W , I ,I a I' Z 20 "- e ,:• -• ,$I r- ^' - --- GRADE EL.27.5' I \. p a a \cb 90 P w• ..�, - 1 -'1 i FLOOR DRAIN _ \''_-_--� i.._.___.. �I on F GRATE ELEV:27.2 FLOOR DRAIN MH 12 � O IG iK COTTAGE41 R 3 PROPOSED PARKING AREA I i _- Q ; ' BW_27.20 BW:27,25 72 r, �Viu zECF�mE°vn z co } t O 1 - - -- LAND NOW OR FORMERLY OF y q1$° TW:30.5 RAMP- TW:30.5 RAMP E Ov.2 07A3 0L158 EUGEN TOMASIC&MIRELLA TOMASIC I - tt ,/ .._... ... .._ ... ,.-, r .., :.. ..,. , -. T „'z_`FEDTNEGcTM , :� itl- 28 RIMM9 RIM I- d• ,..,_•••.,.,...•.,,••,, �.. ..,, „ _n'- •j{ y. 1r EFFECTIVE 1r EFFECIM1E DEPTH r. o "- • ; ' :':� _ °�°^' �'> , S.C.T.M. N0. 1000-63-03-14 LOCUST LANE j ` 1 WALKWAYwt\ ! Lca P-1 i�F�cTraEDrP+rt ,� - -\ 17EFF5ECTMDFPn+ Z T - Ey,Ry PRO SE- �`I 1A r ,1 a •I. r� zE S � ,7 ! jti }•� f. 1 WM29e ''IVEDVTH i FR T Dir SED DRIVEWAY , I*;.• I - _ _ _- h \s EFFEcnve .... `. I RIM 319 F I � I•, 30 NEW PROPO I T ! on y; ti• - - 1T EFFECTIVEDFrnt SIGN DLP P4 PROPOSED PARKING AREA am3Te WIC SED 31 1� � ''•,' Y \. 13 IrffFECTM1EDEPM 32 QIN U \ ° LAND NOW OR FORMERLY OF �:r \ b I NJANET L.RYANR i 34 1 31 ! I 'i i ; j ; , [ 1 1N -- o I S.C.T.M. NO. 1000-63-03-13 l 1'i I+ ' I I I 2 I I r } cr a Y `}3 y DO i I , �. ' - I -- I- I_- __ 1 O •• CAN O � Oy +T EFFFLthE DEVM [ N05°3�'S0"W 616.57' 33 LAND NOW OR FORMERLY OF o ; CHARLES W.WITZKE \� N Zr S.C.T.M. NO. 1000-63-03-28.1 ° LAND NOW OR FORMERLY OF PILLES REALTY HOLDING LLC 7 6 PROPOSED GRADING AND DRAINAGE PLAN S.C.T.M. N°• 1°°°-63-°3-12 4 5 N05'30'50"W 51.34' ', SCALE: 1" = 40' 3 2 ' 0 40 80 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date SCALE: 1" = 40' Designed By DateSubrmiaed TC 01/20/17 Drawn By Date Created ' a , a TC 08/23/16 UZI t Jew- ) 1 / El ' 1 1 1 a Approved By Scale MW BG AS SHOWN . Client THE ENCLAVES 56655 ROUTE 25 TOTAL PROPERTY AREA = 294,202 SF 6.725 ACRES DRAINAGE AREA HOTEL WALKWAY-5,224 SF DRAINAGE AREA RESTAURANT ROOF AREA&WALKWAY- 4,560 SF SOUTHOLD, NY DRAINAGE REQUIRED DRAINAGE REQUIRED Project: DRAINAGE AREA HOTEL ROOF/POND-24,935 SF IMPERVIOUS AREA: 5,224 SF x 2"112"x 1.00 = 870.66 OF ROOF AREA: 3,035 SF x 2'112"x 1.00 = 505.83 OF DRAINAGE REQUIRED TOTAL REQUIRED = 870.66 OF IMPERVIOUS AREA: 1,525 SF x 2'/12'x 1.00 = 254.16 CF ROOF AREA: 31,335 SF x 2"112"x 1,00 =5,222.5 OF DRAINAGE PROVIDED TOTAL REQUIRED = 759.99 CF SITE PLAN TOTAL REQUIRED = 5,222.5 OF DRAINAGE LEACHING POOLS DRAINAGE PROVIDED DRAINAGE LEACHING POOLS (2)10'DIA.x 8'EFFECTIVE DEPTH LCB DRAINAGE LEACHING POOLS _(2)x 68.42 CF/FT x 8 FT. = 1,094.72 OF Project Address: (2 10'DIA.x 8'EFFECTIVE DEPTH DLP (5)12'DIA.x 12'EFFECTIVE DEPTH DLP'S I } 56655 ROUTE 25 _(5)x 100.9 CF/FT x 12 FT. = 6,054.0 OF TO-;AL PROVIDED = 1,094.72 CF =(2)x 68.42 CF/FT x 8 FT. = 1,094.72 OF TOTAL PROVIDED = 1,o9.72cF SOUTHOLD TOTAL PROVIDED = 6,054.0 CF i SUFFOLK COUNTY, NEW YORK County Tax Map Number. Contract Number: SITE LANDSCAPE AREA - 146,022 SF 1000-63-3-15 I Regulatory Reference Number, DRAINAGE AREA POOL&RECREATION AREA-40,70}SF DRAINAGE REQUIRED r: DRAINAGE AREA TOTAL SITE PARKING -72,761 SF Title of Drawing: r DRAINAGE REQUIRED LAN'DSCAPEDAREA: 146,022 SF x 2"/12'x 0.30 = 7,301.1 CF DRAINAGE REQUIRED 41 IMPERVIOUS AREA 10,345 SF x 3"/12"x 1,00 = 2,586.25 OF TOTAL REQUIRED = 7,301.1 OF PROPOSED S i T E - IMPERVIOUS AREA: 72,761 SF x 2"112"x 1.00= 12,126.8 OF ROOF AREA.: 3,280 SF x 3"112"x 1.00 = 715 OF TOTAL REQUIRED = 12,126.8 OF LANDSCAPE AREA: 27,075 SF x 3"112"x 0.30 = 2,030.65 OF DRAINAGE PROVIDED DRAINAGE PROVIDED TOTAL REQUIRED = 5,331.9 OF ? DRAINAGE LEACHING POOLS DRAINAGE ' DRAINAGE LEACHING POOLS DRAINAGE PROVIDED 0 u' (11)12'DIA.x 12 EFFECTIVE DEPTH LP ('i 12'DIA.x 121 EFFECTIVE DEPTH DL? - AND GRADING PLAN N _(11)x 100.9 CF/FT x 12 FT. = 13,318.8 OF DRAINAGE LEACHING POOLS _(7)x 100.9 CF/FT x 12 FT. - 8,475.6 CF (5)12'DIA.x 12'EFFECTIVE DEPTH LCB TOTAL PROVIDED = 8,475.6 OF _(5)x 100.9 CF/FT x 12 FT. = 6,054 OF I i TOTAL PROVIDED = 13,318.8 OF Drawing Number. c _Y TOTAL PROVIDED = 6,054 OF I �a$`aUJ" ~}'f 5�`\•, j4 t, o I Ft; 4 ;� r1 r ® Z . f` rj G �7// fyl Sheet of o 4 13 PWGC APR 18 2 017 PWGC Project Number, < Unauthorized alteration or addition z x to this drawing and related documents AVG 1601 r Southold Town is a violation of Section 7209 o r' Planning Board of New York State Education Law 0 o » .. _ »x:.as"�5B9aar: ,»,. TMaRmr>z..ews•wr� .cox'eLaataR'aBs��stxa�a a %\' •• Mor : a'dPF:Lfi' Z cV nx_ — TOWN HARBOR py w � 4 LANE Ir 8 O U > Or- a o o LAND NOW OR FORMERLY OF ! '' LAND NOW OR FORMERLY OF � 1,- U) � z VALERIE M. SCOPAZ FORGIONE LAND NOW OR FORMERLY OF N N S.C.T.M. N0. 1000-63-03-16 { ANTHONY >- �- WOOD POSTS VINCENT DOLOMITE&ILEANA DOLOMITE o z () WITH NETTING EXISTING 1 STORY FRAME { PWG S.C.T.M. NO. 1000-63-03-17.3 18 ZQ uj I--o—o SHED TO BE RENOVATED AND I� S.C.T.M. NO. 1000-63-03-17.4 a . m J Ir— - - o INCORPORATED INTO MAIN I I m° Z STRUCTURE a'I f Y ¢ I ; I I I Strategic Environmental and Engineering Solutions l ?� - o ° S07°44'40"E � 310-00' ...... _"°. I ' ' 622.78' � « � _ _ � ..�... -"-- '..'.r..' '�" ,i + ;_ • SO7 38'10"E _ - - - -0�- ..w l_O��' '"�'f. ..,�w�. , '{SIGN 29 o�era.+o ..+..,. '�>s „�'`i' �,; `�•;Y:� .: � �,5+...��'gW q )I_t'fl.��� cha:n!Ink `a.'w-_" ` NEW PROPOSED �1 fence ±i _ ,.D�.I - ' ! i ;r;.�''!t�I1' ,r•I' "y �p,'ib«' /",r ky *s rYa ,fin DRIVEWAY ;� ..n+.. q AA`O ....��.,.°.". _ - • , stockade fence ., ___ — v—o—a—o—o—° .a �—�'o •�^^'•' • I j I ...T-..v��';,i„a:.c,;(e",r'>�'�"�#A'L.orf..,?a'�B-,w'"',�a:,rak� ',.M-._#n;'Fi,?rwFF�`xF'.�w:•v�.�n�` stockade fence -O O'O O O O I I DRIVEWAY ff TING�NELL 26 I fN 1 630 Johnson Avenue. . Suite 7 0 LINE OF EXISTING well 1 EXISTING 1 STORY O 1 \ ARBAG 29 ”' `- FRAME GARAGE TO REMOVED TO REMAIN AS^ t I Q o RB ; ; I Bohemia NY 11716-2618 31 AREA } 30 REMAIN / IRRIGATION WELL I � . X110 Phone: (631) 589-6353 . Fax: (631) 589-8705 o RBAGE o�,a=o1O r ZIIEr E-mail INF 0 PWG S ROS ER. i EXISTINGT LJLJB I C M AREA 0 i Q� Cn B \ 4, I 1 O 'R EMOVED cb 1 t G 0 STORY 6 0 Z `i .y/ /. O SIGN , STRUCT LIRE TO REMAIN N , CO S ULT o ANTS 29 i FF•27 cb I I 5 \ — `),.r tt 28 1� �'. f �'% 27 I C7 l . Z :j 26 , i 0 o •\ `i r r0 L' x PROP $ED•OTE I H I 0 I i i I EDADD 'l FF EC'32 0'- \ ^7 ( LU Pr•�POS ITION 0 i ,, /'i Q EXI TIN POS PARKING : . I 0 ED K G AREA ¢ i W _. 25 = W i - 6 1 K I I o slate I Z 2 If� l > I r U ' i I 4 Q I d i : 7, I !'F wALKwnv o ,. J g f I 4 - •I 1 (+ T O I� f ._ Q ` - _„µ..•1._r I i I I x Z I SG S .v d Z sate' I r I! .. ,_. •.,.,,,_..... EXISTING 3 ,...-.. S G TO BE � i ! m I /. REMOVED IM Mo i Z r i } O O - O - �. LA /SCULPTURE I v j I 12 (n \ �\ GARDEN i i I I O ' W Q i v I - -- - I „ \ >' GRADE EL.305 - j r__--� i w• 7 4 , ••..�,;,.�.,.._.,..:.__.., -,. ,,. r 2 �� �i p a ~i \ NEW PROPOSED DRIVEWAY D _C I, COTTAGE I -- r,._; _- '{ -7.. _t I '..••i:,, , .. C i J: o ° -_- _ U ti 1 . if Gi , ?�.. { } - AND PARKING v A f; I; `r � ! �i�, �i\% !t ;'� j - CHESSBOARD \ \, I"' I I- ° /♦ (( 'y I 1 r /''• i: - ,1M � - . POOL CABANAS! li;'� �"'� 30.5 TW:30.5x2 B: — _ "�." "."'" �_ ... + _. ..____ .._.__ ' . \..''/i - FISk.POND 2O"W _ } =I B 27.25 BW:27.2b `- z _ O I I I� SHED -- . . 178 �� r I J 00 I 31 j 32 .H.T. I i f COTTAGE Ulf _ a +E ?cb oil , a w :27.25r �I 2 o I 26 32. GRADE EL.27.5'. l 4 t• J i ! I LL t 2 ¢a A w'H.T. �m_- i ------ --- 1;S.H.T.,.+-- COTTAGE J i,- { RIDGE RIb�7G I ''i, I I I I > I !+ IL W POOL AREA rr ( +iSl { i O ' , I t H.T. DC I: o I w 3 W I' ..�....,...,__.._..�.--_•_.,,.._•�-�.._._.E'-- I I I i PLAY,COUR S vI } Z _ U , I' --' GRADE EL.27.5 p J _ i I r ISI � , J z - % 1 IH.T. ( ;..I .., .� I - \ ZI. I, t O! IG 00 r- I I I ' PROPOSED PARKING AREA COTTAGE4 I {' BW:27.20 BW:27.25 \., ry 11 w LAND NOW OR RMERLYOF -- _- = � - o 3ps MP— TW:3D.5 ; WW ;1 ;; ;' EU SI LLA TOMASIC \: r _l: I H'� 28 GEN TDMA C&MIRE f N _ OO - -- �' -` _. . li ! S.C.T.M. NO. 1000-63-03-14 (! LOCUST LANE , WALKWAY i \ .- 11 a - �. 47 •,_� I I 11 i j i i i r ` .i v yF`i I 3Q \ NEW PROPOSED DRIVEWAY , + i y r i 1� 1, ,I I I , , I ;Cb — : - I�'tI -.. i4 1 I I i Vi I O li Ij I' SIGN PROPOSED PARKING AREA 31 �' >---- ----1 ,3 32 �I� . C �; \ - 2s - o 05 LAND NOW OR FORMERLY OF oIM — 1 JANET L. RYAN ' 34 S.C.T.M. NO. 1000-63-03-13 I 1 cc N05°30'50"W 616.57' 0 ....� � " ` 33 LAND NOW OR FORMERLY OF �.. CHARLES W.WITZKE I - \3° N S.C.T.M. NO. 1000-63-03-28.1 ° LAND NOW R FORMERLY PIECES REAOLTY HOLDING LLC 7 6 S.C.T.M. NO. 1000-63-03-12 5 N05°30'50 N 3 51.34' ,\ 2 1 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 33 Number Revision Description Revision Date Designed By Date Submitted EROSION & SEDIMENT CONTROL PLAN Drawn By TC Date Created 08/23/16 08/23/16 Approved By Scale SCALE: 1" = 40' BG AS SHOWN k Client w° 0 40 80 1 1 C 1 1 I I 1 t 1 THE ENCLAVES ■ 56655 ROUTE 25 SCALE: 1" = 40' Sediment and Erosion Control Notesai . t �'. SOUTHOLD, NY ® . • ® Project 1. THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO `HE START OF CONSTRUCTION. ADDITIONAL EROSION Proposed Notes CONTROLS MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT MAY !' DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY THE Protection Elements OWNER OR DESIGNATED OWNERS REPRESENTATIVE. THE FOLLOWING GENERAL SITE PLAN ;r CONDITIONS SHALL BE OBSERVED. EROSION CONTROL A. ANY EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE -- �--�- ---^� —"-� �--" .,.�".. STRAW BALES 'a i � � I ` PROTECTED AND REMAIN UNDISTURBED. �^ B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE I ProjedAddress: Sediment and Erosion Control Grading of EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED, C. THE LEti'G- ENC STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO SILT FENCE 56655 ROUTE 25 REC'�CE R N Hr VELOCITIES AND QUANTITIES. D. RL,INOF: S�-L. SE DIVERTED AWAY FROM CLEARED SLOPES. SOUTHOLD 1. ALL 1:2 & 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING E. SEDIMENT SHL+ BE TRAPPED ON THE SITE. ( SUFFOLK COUNTY CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT I I ( I , NEW YORK FILTER FABRIC DROP INLET PROTECTION EROSION WILL BE PREVENTED. NECESSARY MEASURES SHALL INCLUDE, BUT SPECIFIC METHCDS -NC' I,4?TERIALS EMPLOYED IN THE INSTALLATION ANC County Tax Map Number, Contract Number, NOT BE LIMITED T0, HAY BALES, AND SILT FENCE, AND SHALL BE MAINTAINED MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW 1000-63-3-15 FOR THE DURATION OF CONSTRUCTION AS WELL AS FOLLOWING THE Regulatory Reference Number. COMPLETION OF CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED YORK STATE ST'NDARO -.NC• SPECIFICATIONS FOR EROSION AND SEDIMENT _ PLANTINGS HAVE BECOME ACCLIMATED/ESTABLISHED, CONTROL, LATES- EDITION'• Title of Drawing: 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL' SHALL BE INSTALLED PRIOR TO AN i GRA6ING WORK ALONG THE LIMITS OF DISTURBANCE h AND SHOULD EE MAINTAINED FOR THE DURATION OF THE WORK, NO SEDIMENT LANDGRADINGAREAS f SEDIMENT AND FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, 4g WETLANDS OR ROADS. EROSION � 3. ALL DRAjNo,GE INLETS SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH CONTROL R THE USE '.;F SELDIMENT BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. o 4, PROPER MAINTENANCE I STABILIZED CONSTRUCTION ENTRANCE PLAN OF EROSION CONTROL STRUCTURES IS TO 8E n E' PERFORMED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. M?'NTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, =} CLE=N'NG OF SEDIMEN- BASINS OR TRAPS, CLEANING OR REPAIR OF SEDIMENT _ ' BARRIERS, CLE�NING AND REPAIR OF BERMS AND DIVERSIONS AND CLEANING f, -::" `-" r Drawing Number. w AND REPLIR "�F INLET PROTECTION. E c� •'' �Cif.t '�,\' `x S. APPRGPRI=TE RdF=NS SHALL BE USED TO CONTROL DUST DURING `�,�"` �,�'N%� AIIIIIIIII11111111k 0 0 CONSTRUCTICIJ. /n(+\ DUST CONTROL a � k 'r}��*. o L==1 cc f ® 3 6, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT ocli F- m (t_ SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE m oar ! G. V >'' LU s c �C ^�„a r, CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE S � �� ��, � ,���� �� Sheet of PERMANENTLY STABILIZED. a *ti� �. 1342 Al c1t CURB DROP INLET PROTECTION a y'nl=E. ._ `± PWGCProject Number. �¢ a' - - _ Unauthorized alteration or addition w to this drawing and related documents AVG 1601 .2 J W is a violation of Section 7209 LL Qo Of the New York State Education Law L 0 a a SYMBOL SYMBOL SYMBOL 2'MINIMUM LENGTH SAND BAG ALT DNATEOWEIGHT SYMBOL FLOW 2"X4"WOOD FRAME I I OF 2"X4" 1.5'MAX. STAKE --� 2"x 4"WEIR -� 4"VERTICAL FACE / -Z_ "� 2"STONE D p p D D FABRIC FILTER CLOTH PACER BEDDING DETAIL _� \\\ �- � WIRE MESH NOT TO SCALE '2/ 3'MIN. D D O DRAINAGE AREA NO MORE THAN 114 ACRE PER 100 FEET OF STRAW I_i-IIi�I v INLET TO BALE DIKE FOR SLOPES LESS THAN 25%. IT=�-ISI_ °a p{pE Strategic Environmental and Engineering Solutions 6'MAXIMUM SPACING ANGLE FIRST STAKE TOWARDS rr fi DITCH OR DIVERSION TO ° OF 2"X4"SPA /-I' � ERS ti'"�k%n=,,,•• ,. -;,r„,s•� .,;K,-r�,• t•,.r�;:yLra;w; r, a+ r+,c rc.i.,.+ PREVIOUSLY LAID BALE. r Sf �� f- DIVERT SURFACE FLOW DROP INLET t s BURIED FABRIC FLOW /J .u. .a" y wua �. WITH GATE 2..X4.. h1tN �}a Efi ;+<� yrfaa3 °41) � 'a FRAME ` ANCHORS :r,fiGM?Rhi•.waWfdad:e_C3Y„>'.&sd,!+."C,`uM•+3:�I�8.':a.L:-:.' "ti:..:'. ,9fm';deX(Aio, ?.rice,4c,.+Y:,SeY.:t.u+" BOUND BALES PLACED BENCH f- GRADE 2-3% �� HR AT f'AWRII - aua su. yiur wuaa- noun auvrc �uur DIST. ON CONTOUR. •. � 6 Johnson Avenue. . Suite 7 �-- STONE ---\ Bohemia . NY . 11716-2618 - I I // Phone: (631) 589-6353 . Fax: (631) 589-8705 V MIN. 2 RE-BARS,STEEL PICKETS QIIIIIIIIII�II IIII�llpll rlp�lrglp2'1� � � '`W"� "� �""`� � I E-mail: INFO PWGROSSER CO OR 2"X2"STAKES PLACED 11111111114111111 RFM _ - DRIVE STAKES FLUSH WITH UND. Y II gjRl 1'MIN. JIIII�(III hl ` `� R +�"-k � �� �--- GATHER EXCESS 3 CLOTH -� ' ' 2"X 4" TOP OF BALE. �I81 I II�II�I(Ila hI411 � �� AT CORNERS I I I --- ANCHORING DETAIL i SPACER �7 �� MESH CONSULTANTS 1(_Illllpl +�� 2"x 4"WEIR III y ,�""� � � y NOT TO SCALE 6'MIN. X 1111iililill �` CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS IImuIlinglllllilli CONSTRUCTION SPECIFICATIONS X Y(MAX) 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85.BURLAP MAY 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A BE USED FOR SHORT TERM APPLICATIONS. 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85. ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2 20' 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF 3 30' JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 2.WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4"CONSTRUCTION 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4)INCHES,AND 4 40' GRADE LUMBER. PLACED SO THE BINDINGS ARE HORIZONTAL. 3.STANCE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. a: 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 OR4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT.RE-SARs 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 OF THE FABRIC FOR OVER FLOW STABILITY. INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. MAXIMUN DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 7 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 EXISTING (14 W16" GAUGE L ' PAVEMENT CONSTRUCTION SPECIFICATIONS W/6"MESH -•-.._._.� � 3 S7 10'C.TO C. SPACING) �\ 36"LENGTH FENCE EXISTING \ FILTER -I MOUNTABLE BERM -� (OPTIONAL) 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING .. POSTS DRIVEN 16" GROUND CLOTH PROFILE CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT Ni INTO GROUND. CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. . . " SEDIMENT AND MEASURES SHALL BE CONSTRUCTED, 2 ALL SE CONTROL PRACTICES HEIGHT OF FILTER APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT a =16" EXISTING CONTROL PLAN AND THE"STANDARDS AND SPECIFICATIONS FOR SOIL EROSION y w w .•.. GROUND AND SEDIMENT CONTROL IN DEVELOPING AREAS'. 8" �\ EXISTING 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED PAVEMENT IN AMOUNT(NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. PERSPECTIVE VIEW 4. AREAS TO BE FILLED SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO PLAN VIEW REMOVE TREES,VEGETATION,ROOTS OR OTHER OBJECTIONABLE MATERIAL. 36"FENCE POST -- � 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF WOVEN WIRE FENCE(14 1/2 GAUGE _ FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. W/6"MESH SPACING)WITH FILTER 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE, CLOTH 20" CONSTRUCTION SPECIFICATIONS SETTLEMENT,SUBSIDENCE OR OTHER RELATED PROBLEMS.FILL INTENDED TO FLOW SUPPORT BUILDINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED UNDISTURBED GROUND 1.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 7 COMPACTED SOIL 2.LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE 7. ALL FILL TO BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES 5 EMBED FILTER CLOTH 16" A 30 FOOT MINIMUM LENGTH WOULD APPLY). IN THICKNESS. 4 6"IN GROUND. 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. 8. EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN 3 4„L PARTICLES,BRUSH,ROOTS,SOD,OR OTHER FOREIGN OR OTHER OBJECTIONABLE 2 SECTION VIEW 4.WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT s POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 CONSTRUCTION SPECIFICATIONS ENTRANCE TO SITE. SATISFACTORY FILLS. Number Revision Description Revision Date F 5.FILTER CLOTH WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 9. FROZEN MATERIALS OR SOFT,MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OF STONE. NOT BE INCORPORATED IN FILLS. OR STAPLES.POSTS SHALL BE STEEL EITHER"T'OR"U"TYPE OR HARDWOOD. DesignedBy DateSubmitted 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. TC Ol/2O/17 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- Drawn By Date Created STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE IMPRACTICALA MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF Approved By TC Scale 08/23/16 , . FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. DEVELOPMENT. FENCE SHALL BE WOVEN WIRE,12 112 GAUGE,B"MESH OPENING. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILLBG AS SHOWN PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL 12, SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN Client 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN ;o- SEDIMENT SPILLED,DROPPED,WASHED OR 7RACTED ONTO PUBLIC RIGHTS-OF-WAY OR OTHER APPROVED METHOD. THE ENCLAVES LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. 56655 ROUTE 25 MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH r` 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FINISHED GRADING. SOUTHOLD, NY 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 14. STOCKPILES,BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND Project RAIN "BULGES"DEVELOP IN THE SILT FENCE. 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 b^ NATURAL RESOURCES CONSERVATION SERVICE SILT FENCE NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE LAN DGRADING -e NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEWYORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIFICATIONS SITE PLAN NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE EROSION CONTROL Pmject Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK ;J County Tax Map Number. Contract Number. 1000-63-3-15 Regulatory Reference Number. • Title of Drawing: SEDIMENT AND EROSION CONTROL 0 DETAILS N SZ . fe { Drawing Number. Al C =301 ee CD Sheet of C,6 13 b .i. '..,,-....,.....- a �. APR 18 2017 - t ��.fa PWGC Project Number. Unaudrawing and alteration or documents AVG ,^1 A O 1 �F V(7 b ui to this drawn and related documents w Southold Town Is a violation ofSerton7209 u o Planning Board of the New York State Education Law q o aww p - a a }'R6^YASCll15�S4#.q?r<.' a ., W'JVr,�p ,4.P4kiltld Etta wi is" Fo§."fi n" , I +. V5 5 w'YM;,,Y,' Ht:' r:i7+".4t?S' fia,' '?�Jo4x&'de�`': _. I 'z$ R"iu ''Y'k*.Ts.V,JY! XFFY(dfi, ankWdp+.9fii4':�:+C .' :74 .i:'1,rT.7.R�flM3 ?dS:Y,:;6F?"+tYYR::t:4' C11- , ..____. . .__.. _._ I „t1 �.. _-- . __- ._.. - ._ . .... -.... _ .. --- -..__ , {^ - -. ..._.._._._. .. . i-i rrl I '',1`1 " r.'- 3�. l j j % 3 !w I_ __ , LANDL!�""l N 14`1 C' r'tt74 4 `Y - Tv r' _. .I. r,. ,9I..'. .... ..-C: r: I , 7t":r 0,`. RId1E p ,/(� 7 f15 d`�'1 t% -r s, r 9/";far• � I . p'V1 1' \. t/ f''r- II`-IYY;��\,}''', l.';'`. 4lJl I'r: _11L: {;1- e'" _ t._. V"'!1OP"+'��._ , __. „ r I I +1 �r+ 1-} G7Cfir1`,n1,h.YfE , ,_..,� .-.. h �. I .r `'y VY'i ,!'. .- n tt>- I /� I 11IN�:j_.IN"T I_,OX0N1ITL& I1-k- :4 DOI.OP�I'T z ., - - •' 1�1 �'.!'; N+.}. 1 Ul.l�1-ES•D'•j.i .. .,i a r n `-.I.',, q , , {„`-�,. . _ 'R-', ,iA:,'. i~....,... C .1'11. t`ti 4+. '�• -it�-'JJ--;�� ? I ' `', %_ .. - - ; C .:;)Itf+i):d:,:, ,,J W,, CUPRESSOCYPARIS- \ i - '�-v j ACER RUBRUM _-_.. ': y t 7_ r.:- --- -' , 'OCTOBER GLORY'(2) CORNUS FLORIDA -CORNUS FLORIDA LEYLANDII(96) ::},,,I' - .., . _ - _ _-_ _ i VAR RUBRA(5) ,. _ ,. ._ .- _ ._ - �� � VAR.RUBRA(1) r , :r .7. `n' -- ' - - _.. � N Strategic Environmental w . ,, .F ' �l � II � � I�,,; and - - V..... ... ,. - Engineering tt­ _. Solutions -1�s i . _..r • _..,.._.w v .. 2W PWGC , _.._.. - ,_. ..... �:n - - - _ - �� I �� w,. i .. _. .. - ',r� aS;.n •,er:+�, , _. _.-_. � `._' - - - ... ,� - .%'r I _ .. , , : �.. � � � �, _ ., ,..,, -gib•!. tn'aa - w' ''�vn.r'.'.r. `i •i. "Y#'elr" -'Ha .«. ' - , r � `y� .,__ _ ..... :. __-. - k"' w, � ��%� � - - I I r.'w.. 1:`yris' p:. �� _ �j � _ .. CORNUS FLORIDA _.., _'- , � I, .-._.__. .-.._.-. r1.- = - ... 11 , t...�. r, ,. ,, - ifz; A i .:.5 t.I•J �,- _ -WFs # -J y ,-- --�._. ... I I ,n,r,v rFla,.nt („ __..;a.`:•k.�l,rs:- �* ,_,.-:.:.'� �� _ � ',.,",.,.,--•=. VAR.RUBRA 2 .:,.... , .. ,li: -, r . ., , LL �. v i - -:-"!,.-::a.' ',Mn- jr^ � BE t fi : (1AF;?ACI .-,�': - - - .._ - -- i+ / ' , „ I r -- -- RESTORED pir ~�'"' GRASS AREA �`'`�.,, �+-r" It , 3 RE TOREq I _ , - ._ ;.�--.., .. - ,. ::-.. .. venue. . Suite;, ' -- AREA TO BE hW 1' ',/i/ r ., qn .aG:'.FI c u: .('­­­­­­­r,, 'I" _. ... I , 1•;: , - b I 630 Johnson A S e 7 11 , / m a ii t` -'1- I.. ..i!i'. :.. e'f i�'• `t.,..'•..n I'' i , 1 ( Bohemia NY 11716 2618 :i Y t 1 i Phone:e' n61 6 3 589 353 F Fax' 6 I 31 589 �• I' Y'�' 8705 .i - p ,I ,,: I oRv Ii./ i l t _ _ I , u ': Y - = „ i': , i t E-mail:- .) � � O PW OS r GR S . �. - ER OM i. .fi C 'I C i - r }i { B f r �' I I a I "F I fl � " I i r , , ,r" , 5 .,.f.•_ Py.,,,`. 1:--'••err 1 'I n F 1 T 2' 2:r U R I CORN FLO IDA i` S ki 7� - r. 'l k \ 1' , -01. _.. r `* i ,,, CONSULTANTS _ C U TANT \ s .. O S '-f'' VA RUB 7 - >- R, RA j:. E - GRASS AREATO Bit e/', ::-ice;i" ( ) 1 Y- RE RE r=11 I • Y /. -- _ `4 7 -'-�`�-.�,�� -= i t ,.a Ii'i. _ p I- 1:1 �•�+-� / ,'i w I - I", „ �_._._ t . ,r .,l. C" J'� Y t l- r�• ��r , R 11 TI it s"", I l� I z fNC'ARcA r- 7'' f2 P(I SED r.4K i 11� ,I l 1f A R RUBRUM 5., :I: ♦1 CE 1 f , `•I I ' R M _ �• �,. w' A Eft BRU , I c u 'OCTOBER GLORYI. r; r , - , 1 OCTOBER GLOfZY 2 0 It C"}i ( ) 11 I w O.- 1 - - i - -. _ <;., /r _ �:;: ,IT;� � rw ' 0p' v• o I:,-Vii',T T I 7 - '.� f r d I a , ,a rN O O I % O 1, I - .J, k R R BRUM E U I_ -AC I �'" o r,. 1: I _Ir-= - r - �,r .- 1 l - i h,, - - - - W , r,. :r - -- - - -- - OCTOBERGLORY 2 :. r- ";`- r'-:'';`;: CORNUS FLORIDA: :_ )'. ba1.11 rl -' -THUJA X THUJA 13 _ - _ „, ( 1 �� ( ) 0 {,t r I t ' VAR RUB - .- , , t- .-. Y J I I' r r,,:, i, _ t' - z . / GRASS AREA TO 8 1 / }'. R n, 6J - i y �,_,, "9 I UNIPERUS DAVURICA 5,- 1% ; =' d ,p I'._ _.-_-_ �' `GRASS RESTORED S) °„ =' I :- -- A I ( r ;ac - - , - i 1k f 1 I� _ ACER RUBRUM'', - � a - -. - EXPANSA(5) i ' a ,- G 4 f p 4'�.. r i ------------ m I }r�.�" >-r y'�.r""a^- /- - l- ii• .r' y, - e:. ..,..,,: , OCTOBER GLORY 1^ s I r- 1. I o I �:,," s -- - : :r n,r CORNUS FLORIDA . j 0 !- I ';: VA .RUBRA 3 I - ,w. R 11 I cl- ---. -.--- 'i I y 11 I �.T:- i r :� a•: I _y ' i t 1 r 4 ,. -.p. - - . �' ; -1) is -THUJA X.THU A 23 �7 -- d i. ----..._ '-T- ?"sy."" .,M,./ t- ^c-r��.'i--"�, rt''"�;-- 'E"-- ,�'1�1�' '- - r'-' �.�.• -'c� -- - '" I 1 - - :I ,i; ;_I It _ a. f � t CORNUS FLORIDA ;, I 'r:> - __ r'.:'' � .�`_ .._ . ......_..._ ! , I v ' 1 11 - : -.,, 7. © VAR.RLI RA 3 --- . '- I n_ s. �_, 3.. zr.,s . s'r.'. . - I. (1 ,..- B I&I ., , --- - .. _._, i S- ,.,,Itt• J GRASS -' -rr < I ii , r,. `- °- y :, ,I, ,-, RIS = 00 2 t CUPRESSOCYPA 1 _. T HUJA I t - I' / �.. c�t'. ` O �,-�1rtl. [;prr:e,^,E: C .,3 _,µ, GRASS III �gq:,' u�i: / - :; -.-.. \ LEYLANDII 19 THUJA X THUJA 23 UJ OCCIDENTALIS 8 !� O �, I GRASS AREA TO BE i '"0 � I 11 S 4 1 0 r tr"�� �.. ,y ,->... OCCIDENTALIS.(8)- -- -- - i RE RED 1, I; _._.. _ .__ , d 1. - 11 ' a t r` �. v I 1 r _.-.._ v I' I ' 44 o cr, c r._ THUJA OCCIDENTALIS 13 �'' _ -_ i' Q � FMMJZ + • ei I :: I ­1 _ // r , - I 1 , .. ' :r (. - ACER RUBRUM �11to - �- i; >/ I ,. , _, _7 , .. ......y _;,4 I Landsca in T Tf. OCTOBER GLORY 1. - :: :.,• ,r r ,� n:' I � Landscaping :I , 1 , J t r� .i,-. -1 V f� II" 41� 11 - � r.1 _I ., I o -,..... a I r THUJA X THUJA 23 , " ( ) - '� ,r , r v ,"x . /l 01. i 1 \, l - i i d ._ , _,. (',. ' :.' - , i ';J.>_.r , .._,._..�... .,<.:;,�-''• ...,,.. ;. •' •.;-'•�<';"-��"" "- _ .,',:',•,_. 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE DIT -I, r - - ,.. \., r I f:.. Evi. )�..,... ..1;. I H LATEST ION OF , c } 4 THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN ANSI , GRASS AREA TO BE , ': - �' ( r( i _�"ii I+ i �' l� ill' ,�. .,C.:,,F_/.%,s <.:`,. .rva•+,'•.i�1.�L - _ - _ \ LLI ;t fi I „ " 3,i' RESTORED ', - 1 '-' , j ;�t#";,"� i - =f, .�i t c _ 260.1. r 'JS.. K , i t �f" IIr C 1`., r J! 1, J , , j•>: -- .__-.--- - '----__.----- -- -- _� 4.. 4 li � r�ii i. - , - _-- - r - t., -•:1 I. F 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. THUJA X THUJA 23) .. . � : , -i <, t , : i � 7. t ( _ SII 4y �:.: /<y �. I t 1, - _. _ _ . ,>'�- r , .. � 'r! - ,:: � .,f' yam'.',... .I :�, .-p 1 I: ' , Y '"1' r y., r�.�... tt jl , . r { s;;'.,.I i II,.I , I � •. ..'`"_� � .. , �, r. .. I i' 3. CONTRACTOR SHALL TAKE P `' CORNUS FLORIDA-- sr, ;.,X_ A.,_ „-r -: -::=.�.;.__ _ ". ,_ ____a a� z>.-z' -> f/. ;a,, : .3- -r �,.� �� , ,,-;-;_ _ j UT LANTINGSFORENGINEERSAN IORLANDSCAPEARCHITECTSAPPROVAL o ,,, - ..... - PRIOR TO BEGINNING WORK *I VAR.RUBRA(3) _ • ,--- ---....._. - - '- ---- - �:. - - .._z.,� ___.-_.--_.--..-_ , --.:r:._ \. s _. . . + GRASS AR TO ,_.., -- M - - -cl _ _: _}__, w _ - -- .. .w - XT YACERRUBRUM THUJA HUJ ::=-= r t 9 t, c t9'�-,1::� �-- -x�.,_.__t , �r,., � iid-�. - _ "`�.,aq RESTORED �T`T - II x G> I (; P 4. SHOULD LOCATION OF TREES BE WITHIN 5'OF UNDERGROUND UTILITIES RELOCATE SAID TREES TO MIN.5' 1 E�IVAr�;�,r..% ,p I j j I i s��N I, a o - _ �,., w OCTOBER GLORY'(1) 1 �II FROM a a -; S :, d I 1; ' I M BALL TO UTILITIES. sr- a: c�. 1� , .. PFCF.J ; i I i t`w r! ,� r \ ii: \ _....,.. ._....,.,, -�„_n-,„.M.,._....:a..-.<_.,__,,.,,.<,> tr"'I ), i ;I d�bT � I i � I iz ..� r:_,,, � IY.. \ Nri' RU'. . 71'1 \ � I ,I�F i " , . Z �._�.t I \i I - 11. 4.. 5. SHOULD LOCATION OF TREES BE WITHIN 20'OF OVERHEAD UTILITIES, RELOCATE SAID TREES TO MIN.20'TO _ r I r L. �. ,�}; ,`-.;'II " t ° I CUPRESSOCYPARIS ! �' WIRES.TREES WILL BE PLACED ON UNDISTURBED EARTH AND BACKFILL WILL CONTAIN AT LEAST 50 5 _ t, �,,._ - ._ n _ _ __ a is , i i ` \ Lir:; s_ - --,:.., r_r, =' :§ �° e "� - -6` ? " LEYLANDII 19 PERCENT OF THE SOIL TAKEN OUT OF THE PLANTING HOLE,TO PROMOTE GROWTH IN THE SURROUNDING o = e < CORNUS FLQRIDp 4'M-`Fi)SF.D FARL:ING A4FA :'' '� 'C _ _. V :%::, 2µ 4 �:5' - ( ) BRA 1 OIL. VAR.RUBRA 3 c_DIM .'^ I; ��I CORNUS FLORIDA \ ( ) ;, , ( ( ) v;r� 31 - �_,:�, .._,._ . ,\ i - CORNUS FLORIDA VAR.RU �' S - \ 4 VAR,RUBRA(1) ; x I - CORNUS FLORIDA' \ �> �.__.r ;_...._ L...!.- _71 1 \ ­_. I . p i m ---- "- " " w- - - ;% - -,, 6. ALL BEDS SHALL BE MULCHED WITH 4 INCHES OF FINE SHREDDED BARK MULCH AND SHALL BE KEPT AWAY I I I I I ' I ! I 1 I I - JUNIPERUS DAVURICA 3a 6_ I i l 1 I 1 I I I I I ;i I ii o VAR.RUBRA(2) �''- \ G -1 FROM THE IMMEDIATE BASE OF TREES AND SHRUBS. I I ii I I j CORNUS FL'RIDA EXPANSA(5) b ACER RUBRUM ---'_. _ - -- L - - 1 I I i 1 1 It 1 I' I I \ ; ;y , � ; It I i i` I I 1 .1! o ? . `' t„ VAR.RUBRA ,-,-..:, :.. „_ - ACER RUBRUM dCIG^ (;t-F CI p, f,l. . c)f 7. LANDSCAPING SHALL i s BE MAINTAINED i �� _�.�...,�: k FtN P F 1 , AINTA N HEALTHY AND VIGOROUS OCTOBER GLORY'(1) - -' - __ _,.. = r _ L _ _ �__ x -= r D :, ....:..-, ._ _i-_��,_,,.- i FAIL d ROUS GROWING CONDITION. _ - ______�.% " - "" - _-- - - - -- -- -- - --'- - - _-_ -_ ____ _ _ ___ _ 'OCTOBER RY'(1) r SHALL BE REPLACED WITH PLANTS OF COMPARABLE SIZE AND TYPE AT THE BEGINNING OF THEY NEXT T ' ,��I I� _ -. _= �Y ;y --�- ---- ---- I -- a - -- -'-- - - R GLO JAPdk T! . f?'r,'.: �� � � � � �?"A ��% Ar �. � �� � '� �-7�!, �� � �01fD ' y14&1 i DENSITIES AND SPECIES MIX. 1\ 3a q ����� SEASON TO MAINTAIN PLANT .11� �° 1,- - - - -- .._ _ . _.. _ , _. .. - _ _ wiw,11 ."r1�, M IF .'�'� ( S.C,T.M, Nt). t(.)(tG h',i):, 1:, GROWING SE SO - - ` � � � , „ I ^f' ~'',:E'"'` C16.57' - --•-- 8.-___- 8, PLANTING OF DECIDUOUS TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE 1 AND OCTOBER 15 ACER RUBRUM I i' CORNUS FLORIDA -. '-- - - ' ' 1r . -�_ TO DECEMBER 15. PLANTING OF EVERGREEN TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE ACER RUBRUM -- .. -_F._.�--- �-_\ 33 � ` CUPRESSOCYPARIS -- ` JUNIPERUS DAVURICA 1 - - i �', z OCTOBER GLORY'(1) VAR.RUBRA(3) r 1 AND SEPTEMBER 1 TO NOVEMBER 15. OCTOBER GLORY'(1) ' 't t, �` % LEYLANDII(69) EXPANSA(12) t I �3" ) i I (.�, !'I l I R,t t'- '� `' • -t )•4 ",' :R F,7h•,,ERLy C't ,,. 9. IF PLANTING AND/OR SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH MUST BE fr( i " - �_ r�„f,.1_., Vt/,V d r 1<KE rc' T I APPLIED UNTIL FAVORABLE WEATHER CONDITIONS PERMIT GERMINATION AND GROWTH,BUT NO MORE ­:3.03-211.1 r - S2 / F I..14' 1 N ; i. . ; THAN 6 MONTHS AFTER PROJECT COMPLETION, ,` 3? S.0.T.�`.'1. t'r':._(. !'i�lilC'`:'-( `-`, 10. ALL PLANTING BEDS SHALL BE CULTIVATED TO A DEPTH OF 8 INCHES AND RAKED TO REMOVE SOD CLUMPS, 7 F t i - _ _ -� , WEEDS,STONES AND OTHER FOREIGN MATERIAL EXCEEDING 2 INCHES IN DIAMETER.IMMEDIATELY AFTER 6 1. IG'' N05'30'5&TV PLANTING,WRAP DECIDUOUS TREES TRUNKS FROM BASE TO FIRST LIMB WITH 41NCH WIDE BITUMINOUS 1 5 t 5 IMPREGNATED,INSECT RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE,TIE WITH JUTE AT 1.34' `, 4 \k { TOP AND BOTTOM. THE TRUNK WRAP SHALL BE REMOVED ONE YEAR AFTER PLANTING. 3 LANDSCAPEPLAN 11. UPON COMPLETION OF LANDSCAPING WORK,ALL EXCESS SOIL,DEBRIS,ETC.SHALL BE REMOVED FROM THE 2 33 SITE,THE SITE SHALL BE IRRIGATED. SPRINKLER HEADS AND PLUMBING FIXTURES SHALL NOT ENCROACH 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 °' t� SCALE: 1 rr = 40' UPON ANY RIGHTS-OF-WAY OF THE TOWN OF SOUTHAMPTON Number Revision Description Revision Date 14. Designed By Date Submitted 0 40 80 TC 01/20/17 Drawn By Date Created ti + O n - PLANT CENTER SCALE: 1" = 40' TC 08/23/16 Approved By Scale 1�� ' ® ® ° . client BG AS SHOWN ,; !+ + + PLANT ROW ' 0 A r. PRUNE 1/5 OF GROWTH THE ENCLAVES V___(�__ TYPICAL ON CENTER (+ SPACING AS LABELED ON BROKEN BRANCHES BUT . - - .. 6 TE 25 PLANTING PLAN RETAIN LEADERS AND SOUTHOLD, NY PLAN-SPACNJG NATURAL FORM OF SHRUB11 Project PLANT SET AT ORIGINAL PLANTING / QTY BOTANICAL NAME COMMON NAME SIZE SPACING M c 00 0 0 F DEPTH }' / /11 � AS SHOWN GRASS SEED I AS SHOWN SEED PROVIDE FULL COVER 9 0 3"MULCH WITHIN A--0 ,,.-V", tia�,$?„r,�,,\ 3"DEEP SHREDDED BARK MULCH t 1 F ____- - 1_� - I'/ AS SHOWN SITE PLAN jri EARTH SAUCER ) I 5'-5'Tail,B&B AS SHOWN 12"MIN' PLANTING BACKFILL / NOTES: i Cornus florida var.rubra Red Flowering Dogwood i"'' " :� AS SHOWN Thuja occidentalis American Arborvitae WHERE SHRUBS ARE PLANTED REMOVE ALL PLASTIC 8 WIRE TABS. SECTION IN MASS EXCAVATE ENTIRE WEED BARRIER OF BALL. J I 4 HEDGE TRIMMED LANDSCAPE PLAN DO NOT CUT BURLAP FROM SIDES 4 3'-4'Tall,B&B AS SHOWN PLANTING BED n REMOVE ALL PLASTIC CORDS FROM AS SHOWN Thuja x Thuja(standishii x plicata) I Arborvitae'Green GianT 5'-6'Tall,B&B HEDGE TRIMMED Protect Address' TYPICAL GROUND COVER LAYOUT TREE BALL,IF PRESENT AS SHOWN 56655 ROUTE 25 ii ISCALE: NTS CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 5'-6'Tali,B&B AS SHOWN,8't o.C.. SO UTHOLD P MIXTURES. ROOT ROOT A r � TOPSOIL MIXTURE BALL BALLS SHOWN a A.A.. .N STD. �` � SUFFOLK COUNTY, NEW YORK 3"DEEP SHREDDED BARK MULCH � w I AS SHOWN Juniperus davurica'Expansa' Parsons Juniper I AS SHOWN ' GALLON CONTAINER County Tax Map Number. Contract Number. 1000-63-3-15 UJ UNDISTURBED EARTH t 6"MtN i u m I I I I �/ Regulatory Reference Number. I. L PLANTING BACKFILL MIXTURE I I I I I t ' i EPI- 2 I v AS SHOWN Acer rubrum'October Glory Red Maple 2 5'-3"CALIPER,B&B AS SHOWN _ IW 1j, ' � EVERGREEN TREE Titleororawing: I I If II!I11� II: f II I I I I^ AS PER AS PER Q I [ ��*0 III 11-1 6" A.A.N.STD. A.A.N.STD. 6` Cr / SOIL SAUCER,TOP VW MULCH LANDSCAPE PLAN MIN. MIN' f "I� V'�J/ - F NISH GRADE SET TOP OF OTBALL 1`ABOVE NOTE: li. TYPICAL SHRUB PLANTING ( , SCALE: NTS TYPICAL I CAL LARGE SHRUB PLANTING SHREDDED BARK MULCH AT 4`DEPTH g 4"DEPTH OF COMPOST,INSTALL AND DETAILS ALL TREES,SHRUBS.AND GROUND COVERS SHOWN TO W SCALE: NTS Fc AND MIX W/PLANTING BACKFILL APPROXIMATE SCALE AT 10 YEAR MATURE SPREAD TOTALS 11 NOTES: ' M!xTURE ARE SUBJECT TO CHANGE BASED UPON FIELD INSPECTION. R s FINISH GRADE(LAWN) 1.SPRAY ALL PLANTS WITH ANTI-DESSICANT. REMOVE BURLAP FROM TOP 113 CONTINUOUS CLEAN, � x I OF PLANTING BALL ALL TOPSOIL FOR PLANTING SHOULD HAVE A LABORATORY `` �- SHARP,&SMOOTH 2.SHRUB SHALL HAVE SAME RELATION TO FINISH GRADE , a TESTED ORGANIC VALUE OF 5%MINIMUM SOIL SHALL HAVE A f � Q PREPARED PLANTING MIXTURE 1i \ SHOVEL OR TROWEL AS EXISTED AT NURSERY. o0 0 25%COMPOST PH VALUE BETWEEN 6-8.SOIL SHALL BE FREE OF ALL STONES ,. SHAPED EDGE x 75W,TOPSOIL "' r W i BETWEEN LAWN AND 3.1F BALLED&BURLAPPED,REMOVE TOP 1/3 OF BURLAP. AND ORGANIC MATTER LARGER THAN 1 112"DIAMETER.SOIL :!: .j•: ti. ; Ly braving Number-. W PH RANGE:6.7 To 7.0 FOR PLANTING PITS SHALL BE AMENDED AT THE RATE OF 7 ,,, „ , -`'� 1 MULCHED AREAS 5 LBS.TYPE 1-ROOT GROWTH 1 °� "`! 14 -", / 4.REMOVE ALL PLASTIC&WIRE TAGS E 1 CUBIC YARDS OF WELL ROTTED MANURE PER CUBIC YARDS t'r'y '''' I- ' rM FINISH GRADE(MULCH) _TI I V , ENHANCER PER CUBIC YARD OF ``1' - *i� a ", // %/ _ I V = OF TOPSOIL. J.A.• .': )> \ - - MIXTURE /•1• o ��\\/\ 5. REMOVE ALL PLASTIC CORDS FROM TREE BALL,IF I �J A Sy� Y� 3 x / / I-IT 11 I1- .e/_ : „ \��\/\\�\\, PRESENT IN GROUPINGS OF SHRUBS.EXCAVATE BALL DIA. DO NOT EXCAVATE LOWER THAN `� .� 2 +,;,1 l z L 400 '� -f / / AND BACKFILL ENTIRE SHRUB BED AREA BALL DEPTH.IF EXCAVATED BELOW THE ? LU 1 6 ill :t':•� a B at \�\\�\\�\ w/PREPARED BACKFILL BALL DEPTH BACKFILL AND COMPACT 'i _ ,C, t '"• a m //// //\ BALL Diff z 2 MIN TO PREVENT SETTLEMENT. i C� 1 > 9 \/\\1 \, /,/%\\/\\/\\/\\/� (t // S �\�/,\x/.1111/\�/,\�/.\/�\�/. 04`�- y !l✓ Sheet of o 11, TYPICAL EDGING BETWEEN LAWN AND MULCHED AREAS TYPICAL TREE PLANTING APR 18 2017 `���"°' 7 13 e� �� c\ % �;� SCALE: NTS SCALE: NTS -.m- 1. f PWGCProjectNumber. w $O uth o ld Tb7n Unauthor,,ed alterabon or addilon z Planning Board to this drawing and related documerds AVG 1601 1° is a violation of Section 7209 LL 11 of the New York State Education Lax 0 o d a - - - - - I � . I � � i l) t'__ rempmoRK&Vmmllmlm 11 - - � .,, "- t ,/s! r".1IT7 I �� r,"�,--.f' , I ,\,,C.I.�I U .,,:, ,,�,I_­�I,�­., ! I.' k: �-�. -1 I'I � i I I I -I ___ �.-i I I L I .I :; . LAND NOW OR 11_0,RME`�!.`('-F � � i � r�I` I . : 1. � . 1. � 2� i : . ; . I ,; . .1 - I I -�,_ �J-, I-, ; I � ! 1AND NOW OR.FORMERLY OF � - . -_T,"11. �FI. `,0C,,l­)-','3.­1-1,`� �i . . , . , ; 1, I . I . _ - -- : ,,,,v�(-:,,,F(?�,r�� I A,NT�4r'.'N'-,'F�'-,P',C-I'�.jNE I ! � i � : I 11 I !: I � .- � I�j 9�,1,IE Tl� �;": � ( :� i I � I " � 'I"i NCENT D,C)LOMITE& ILEAWt DCLC MF!'- i "-, � I . , � . . . . I ii � � T I ! e . l'?,4"'._�. �D.*­: k-11 I U -63-0 -17." 1 1 �� " i - .. - �1, __-;�YF,�JJ� . " .M. INC. 4,000 J ,3) .-J 1, I __ �4,� I i : 1,ge" . 'I � , : 1: i I :�:, -R"J"VATED AND i I , i 1-1 - 10010_C,13_0�� "! . . �'� 1 Z,1�7,; G � ,;;""O, � i � � . L ,,, __J L... ­-1 1,(,.,:�";�!;,%7-D+F0 MAIN . I I: . 11 , ! " . ------ I f: I­ . � I I! � 1­4,-�-,1,i`.,tf � I , I 11" I . I . . � 27 -- " !I -, � I I . - � : : ' I f � I . . 's � � :7 .1- I .1" , T � i : I 1 I' I ' � I I ,I , I . . I , I I e.2 � I � .- I I�� ,�;,.;�;, t . . f L I � �- 21, 1 11. � I .. .28 . I "I : , i �­ I I :� . % .,, I .1 � - I ;I,� I ­\ '.� . � � , 1� �­ ­ - --.1 1. ­_ - A_- - -- - -_ -_- ­_- --- -_ ­­­'* - -- ------* - -- - -, 1. " � I ; , �­ . i . I ,� �� --, -*---- � ,,� � I -- -1 ........- -- - --_ ," ., - -_.....1- ,,.-- _1_-1____ ­ - - . ­�- ----,4,� ` : ,f�7­1,8'16"E- I I 61 I - ... _ - -7�_:-I I . . I ­­ -...� . --r,� ,� ; I . I ,� �-------- -_ - -_ -- - _.___k51 --- - �!­ , ; :-.,, 1 � .1 = I ; I , I I " " , ,- - ­_ I-�! I ii I �� - - " "-"-, , - -1 ------- - - __-...... '.. ­.. ­­ � , , , �I -_ - I -­', -I I . - --- c�,,Iir.I�r,�, A-77 -­­ __­___ ­­. �_.__­ , , --l.-II.- � '.1 , fi,;" , ,�. -- 17, i! I , I , �� �:V . .,.� I I _,­_.,­­, I ­ - ,� Qo­,-0!-r) , , i _L_ _-.1 I 11---.-.-.-- -- - , I - I -,---r, �.-.-."-,-,.-,,,--�_,.,,.1.11 f .. 1 !4 . �,%T,C�. I , I -.-.---- _f 11( _ . � i , '�'.- ' ,___,__, __ , �, ....... " , _____ r"'0-A-Y", " 1 il I I! .1-1-1-11-11-11-I/ 11-1-1 .-c_,",_.,_�. . . ""' . f: - _ _, I -I--,-­ I 'e,Il- --- I—. .-I----- ��.­.- ­-.--. ---_ - .- - I I I. , ­_-_-—___7 .1 , . k� . I I , _­-� 15 ---- --- �� -_ - I �,_ - - - � - - --- ­­_ ____ ______ .z:�- ; - I -�1.­.� .-- -"-.-- i A , I ­­ i i -�,-- -- q I �'- , I '. , I " L0 I l�l- 1, -f 1 , _ ..", ,�- ;! i . . : �-- __ - .1. . . :�R �:_-111:��_, '. .1-11 L_]� - ,`-, I st a-F len­.e I C , ___­'.� ___; ___---� ,----, -.---.. �_� 11: �� E-), .....-- ___---­­-*......­�� - _- -, ___- ­­­ C,­ -1--- -- _­11 . I adpl-rx­ - -�, - , 1. . �­ �, . , . I 'r Ili I I '. _2c) '.,�., , � . _ . -, , . , � ! --- � - - � � I I r, . - ...1 � I � I 'I. TSG V�_l ; I - J , , ;1 " ,�� I \�'.. ____ � -1 �., i . I I AV,- . I , I I I 11, r, , \ �;! �.�`� 1� t TO R�k , 11 . i ; .-);If-- I t, . � 11 I , ­ I .__ I I ";, - , � I I � _______-�____I I . . I ; 1 , �, � , - . I I . � i � 1 . RRIGATIO'�.`,VD� ..11 !, , I� .�� 1 ..," I � , \ ,i .." ------_,, 11L - I ." I �:D , - ..i '. J �r i G I '. ­ o I. � , � �. - - , : Strategic Environmental and Engineering Solutions X, � , I_, " Li �-; .. __TL_ � - " ,", ` , , � :,- . . , -, '' -� I. f I----., _--1 __ ., \ I! ;- 11 il (;r , ; ,�� I . 11 .. ill ­." -I " 77 , , ,,, �-,- 1, . . , . , , I .. 1-1 t.., ­_- - I . I ,, � . ...- , " � ­ � - _ _-N., , I_. , - .�,J-:-�r-----------��-�--�T- _... � � , . I-1 _1 , , . .I . i;, -- �1_1­1­ - - --- . I 21 , I � - , .--­-1- - , 'i,, I '_ : I I IR , ... , : - , I ! , I I I � I I I � � , . __�,�_, � , ". , I I I .\, ,/ -�" ,��-',', „.,���.��'�_ �_,_ I-I--Nel'l : .,!I I - I I � 1. '.1 ,�,.;,: A, . , . -”, " , , - �,", . , � � ,, ,, . ",. ." - � � 57�� A_, .� , :1 , , ,,", " .. - _. - ,': ;/�,I ­� ­ . , � . ,, , I : ,. " I � . I I ,; 1. J I ,.�, 11.11 I I . -;:1!!:: "' 1. 1,�:, ..-. � � I i I ! \.! , 11-, I I �I, i. �, .� .. . i I _­­­-'­�_'� ", 1! , _', I I I 1�1... - '. ; � I I I I �, I . ; 11'.. : I ," * ,. , . . `X!, "2, ., �fz�1,1�1-I I . . f I , ,_ ;11 I I I I I ;. ,-. , , , , -, �:�,','.­.� . .. . I i .: I "' - 11 ­: r I - ­ " ; I I Z , .- ."F'�,l, ,-1�v;_, . - -- I I . "', I , ,I I ,,, � ,. ,,; i f% �-1 - _r,�_!�,,!A, " -4-,�----- i: I II I Ii z,,��,r i I ­� i 1, , . , � ,.' ",- -, -,..��.,-" , ,"",, , ,- " ,, I - ­-_­� � I: : :- , � 1, " �,"A! I,,� I Jv , . � ,, - ,��",*'."',,, ,",, , ":� - -� -�:.�,,� , ", . I � �-);',�:,,, 1 .�?/ I ____�, I I,--_� : / � . , �,, ,,­ '� � . m � /, � . i . .-I, ,-: 1� :M,,�! 1 . . -- I -_ " " ",, , -- , , I � � , , I � , I "I�I --:,-�,,,-,,,,,,,�-,�-: :�: ,-�, , -, �" ��)", I I ; . � �--I ... -- - : :;, ..._,, � .I " -, , /"'­',,�:,, I . , ,:., IN I I ,, I ­ 7,r '.U ,!;. �� : I�_,1, I I .1 1��,`�'. � ,;" . . " "I , -,. -, i : I t,I J.-.- -" -I � -­­­�,.;,�1, 1. I I- � I I � �� .. ..1 I I I . .. .,- ,-� 1 , I I � __�_ . ,, . I �� I � :� '. * , ,..,- ,� , I -1.� I ,�,�� ,�:." I,�/",�' . I-I_______-� "I- I I 0 " � 'Iil_��,,__:�.,, , � �4:.��I_'*'-­-V>" �"­,; " � ,! � i; I I I � . - . � I",z , .�,� � � " � I 1, , -, , -- I � . . .,I .",, , , �, , .,,,,, I , '', , , � "I , :. , _�� i �_ :�_ , ,_.. ,i 1 I , ," -, - ,,, ," - I ", , ,/ ':, , - , -, I -, !1 . � - ,�*/ -"'"*" , 1� I " ,, . , , - 11 " C (( ­ , ,I,, - .1 , - ", e , , I ­..� / \ I I ;; , r� ­ I I I.- -11 -- I.-- I-- I-I-.�... I I - , , . ,.�, ,�­` I - "� I - I , - � ­ I-11-1-1- - I 11 - .5 ,'�`,�," I 1�1,�1'11 : ; .11-- I� I ,"'___ ,, �", ,_ I - - I I - _'.... - ,�,' � I !1 ,--, - , , ,"�" . , ..�": :: I::�.�,,, I- 11 -11, . '��,'/,, :., , � � ---1 .� ,-11, ,;�-, , ,:� ,,- :,.�,,�; ­",�'_,-.'.'� , I 1��_,%,,�_:_ . , 1�I,--I,.- - " " - , - ,"-,: ,_­/ , " ` / .�� ­­� `_1 .a ---�� --I I I 'i I "'' , :, :�'-,,�:,'r. , ; . '.I . - � I, . , ." ,� I I I I . ,� , ___._ I I I 1.I ,-,- N, � .... ­ , ,� . , � , I � -I 11 I -, I.. � '. '-4 §i , ,, , * 1-. I .. I 1. I , , -, . ,, -,, � --- - ,,�,,,,?, 1, ," ­ , �:� --.2, � I . : -- I 11 I �_ _ �_ ..�, � , I t' I ': .-, t�... ., !, ! I I I 'i ..�,,,��,*:�­, , . . 11 I � .1 ,- 11 . , I I �I ,� , ,- , ,� "-,� "- 1�,­I -1-11"..",/, - 0 7i 11 , - , : � � I I 11 I , I� - 1. _��;.;, .I" . .1, ,, , , ,� , . '� . . . ."" , -","' � . 4 ! N I�, ,;,�­-�­ I �­___­_­ ' i I I ,,, ,/��-,�:,,'.".. .r . I .� " :�:-��,,---,�,""'��� f . I I :� , ,'.. , ,;;.. .., , "., , I � I , : " �, . 1, � ". , , I __- ;,-"\ -,,_t _71% r: , I .- 1.=�, 11 11 .: - \ �, . . '1� '.,-;"� 1:;_1 , �:,. - .,- I ,''�, 1� 1� I !; 630 Johnson Avenue. . Suite 7 'k I. I . . . .�', I , , " , -.,�,-,�;-,,-�-�-/,��,-,;-;,.`-�` Q � il I . ;. . � I,I-," -,-, �" - , ., ,,, ,, . , � , ­- ''."., ,.� " I - F., I .I - .,� .I . ,,, � __1 I ; , " r:, - , , ,z , I . � �� , ___ ­ ­� , ". � . �. � - .: ­_.. •�-A ';,� ; :-� , I ., I _-, , , , ,I . I .�� � , - . I'-, , " , - - " 1. 11 I i . . -1 . I , . . .. .1 . I � ,. . . - - . I..., '' , �'. � , �, , " ;"-.,- - - - - , . : - I - , - I t .-- , . , - . ,, , , I , " , ­�­.­ , �_ , t :; I I 11 _� ; "' - - - ,� , , .I.- I " � .I � .1, , , �, 'I', * ­' , I I ., . I. 1: , ! -- ------. "� � , -,q, 7�;-,,Y.`11.'._ - ;,,4,'�K,r , I i I - , , , ,I . , .,:,':." , , , �. '. . ,I I,:, 'I.�"' """' � , I ,� . I . , : 1, I ,: I !, . I I �.I I , '' 11 ,­:. � , , , , - , , . - ��,� - - ; p k I I -,.-- , I I ."". - I ", - , ": . , , ", 1. 11 , -r - � , - � �.,�::: I i ,, --i � : , .., , ��,, , ''"' , Bohemia . NY . 11716-2618 � �". . , , 1 , - , , � . 1� , , - .1 , *:" ,�. .. 1 '.1Z I , , , -.. - , .�1�1� .:, � - � , .1, - -, - , . I , - . I . / : '. LL4� It I ; . i IL31i i� - :. I - ,� - '... , _'_­�,,:�­,__ . � .. _­-� �, : I � I - I !. I . � .;I..,.,-I/ , , I"I 1. , , - - I Phone: (631) 589-6353 - Fax: (631) 589-8705 , - � - 1, �.�,-­�­�.",�"'I'll/-, I I .� - ,4 r� - ., . _� J, �­ , :. , . .�. " �,�, ". � ,, . ,:� ._:", , , .. ,� . . I, .',',., .; ,- ,1, ". . , !11�_[�� iF��, �, 1.1 _- �� ,. I'I I I ' ­­ . , , ''_.'.-': ."��r' � �,,;;,-;:-" ".", �-.,-,;'.�-."�.:, , _ ,, .. , , , ,:: L-1 29 � � - � . . -� I I % I I 1�1 PROPOSED IIARK:%G, - -��.- , \ L - - I " , ,,,, , I I ,[j111 ,. : ,; . , -_ 1- I , ; ; � .. ., I . I,:,� � ,�, "I " . 11 - , . % k .; I �I %, I I I"'.1.I ., 0, : ­`; "'/ I, ., : . I � I (i) r I I ,� , . 1L__ "- .::,'-,'-,,- --"-,., , �: I- �',.,, , , � � �, , , - � 1, . I. , , / I I , i A- I _�I 1, �: , ", ,-, �,� 2, , � - . ,�,':,' r I \ .-� : %�-., I,, I _ I , 1, ,,�" , :� ,r�l,� , r I I , ;, � � ��_______ �, " , , -- :�- 11 , ,-'r -, ,I,,',�" - I I , .--- , ­ ,__�,___._ .--,--..-.-- , 11 ,.,--, -,- - ,11 ­ I I . I I I , ,w. � I -- - I I �, . I . . I , ��,' �. . I ._-.__V1- ­ . - : . . , , ,. , ,, .��:�.- ,,�,,, -, I ' ­_­, ,',' " f ­�"r:1,­��:�­ I" ­ __�) I I I ;_ I , , - 11 <C, �I 1i I -mail: INFO@PWGROSSER.COM " _­- . 1� Ir,I I " , , - .. - ,' , . . I . I , , , - , , , I -: "" * I I I " ; �- � . � " _,l�'V:."'; , . E �;,�;�,:";�::-.:_�, �'. � ��111 I "1, , I . ; 61 34, �, !� �� ,�.q� , . . . , . � , / I I , _ , , , - . , , � - -1 __� I "I �.� I _ I _ - , I - I. ­.�.. .­_�_,,�� ­­­ ._­.­­ -1 �_ _­ , . i ' * � I -�1_ ............. p. , I - . I , , " ".. ''. I 'r, � !: i . 11 , , , , , - , 1 I', ; I - C� � I . � -�, , r i r I . ­. _- -, , _, "1 1. _�,:, ,. ; I ,�,-"�_""-"­_:, ., , , I ,,, " - � � , ,�,,,, ,. �, � , � -��--� IF ".-1., - . -- i�--- I ,ice 41 �*,�:,�­,�,,`,�:,-;,- ­-�,,, " , -\, '� _, , - . � .." ., - -,:-,:-;" .�: . '' _ , r ; � , " , !� - - � : -1:�, ; � : C­ �, .-, _-..-, '' -,:,�.­� , , � . , . v- . 11il .1 -,--' -I-----------� _ "' " - ,� , _ . -1 - ��,�,,,�',� : . ..I-. �I � ", I I --- :1-­ .; .,----.. - � � � i "r-)I i , ­- . -- .'.' I . I I I � I - __--,-------1- ­­-.­- I 11 - ;,,�, .I I : : I- . .-_� �.�':.1 '.", I I r , ���:�,-: ,,,,,­,� _ _; �-------- � - ,EXCTING-0 13L ­ ,4� "�, �� - - t - � .--� cz�, 1 � � L. -_� " .­�. -,;/,--_,�� � I "``��,",*I',, I � . �. . : --­ , � .... . I I , -11 - , - - " -_ �� I. -_ , . , ��, . ", I ,./,��'. �.- , ,., ,:,h, -, z-- ,- I o, 1, i_ " , � . . I- .- 1� 11,,�," , ­_ __� if CONSULTANTS I i - -T=:F , s, ",­,:,�'�,.":;'-'-, "/,"', Z,--_ , . _�� I.- _� I I -­­- --�.---------__­ . :7'. - �i I - - - � I __.1_-_-_---__ - � ,�-----z --- -­­ ­-------- ,,�;_�,�/"'���, L, � , , " / !:_.7 , " . R�tio; �7 � , . 1 f ____ I I i �i_ 11 �, �1_11'I",";-',% �­ I�,,,,� I ,_ �� .i ,; . ; I , ,�. -1- - / ­ -­ ,-.--.T-.-- ; �', � . " - -_1;_'' .- I 1, , , � � _ "���_,, _�.'___, ."'.,�I,�,�.,� , 1, I I-------- , ,. �-�� , � . ., I 1 �6 ! ---:- I I __­ i �� , ,,, " I t 1. 'k [\ ! - I.�, I . il i . , - .-- -- � *� , �.�_, .- ­ ; ; " . I ��, I 4- ��, , - - 11.-I!,-­ i� I I c� -I.-I "', \ -" , --,, 'P. -11 �"­I,- 1. I - �, "" ,"", , I . I., . � i I -1 -1 "."*­, - , �, I . 1.0 �I�rUL 1:11 � I� - 1 , � 1-1 V '\� , ''I I-/.,�,".-- :. ,��� ;, w I I ��T�"- I � 3- --- . � ! - I � , I I 11", I . I _/_�_�/, :� :�_� _rf —. : � I I . -- 1, 1 __7 . , ­;"�;;�­,�;:;� .,", G A.'R C,I-�-� I C. 1'ri I -(I ­ �, 27-j .."I ­:,.",:? e! ! , - � _�"_ ii \ 'r- I � Q 1� T�L � � , I , - I ; ,` 'r 1._� , I 1'1�_1� " I" . .- , . '':'L� i � �_ : ` / \ ­­­­ , " .� 11�1 I ." """; ,� ,-,,,"'; . - � I ; !* i Z_ i , I , , , , � \ � s� r',tr I . , � �,:.�',I,.�I -,:_,:" ', �":""­ -,�4� ____ - I / I " . -I ; � -11 �, '�., " I I 11 -1 t I , 11 I - I � 'f!f 1 " I �, 1� �__ ,, I 11�I , 1--Ef \\ 4;�, ;� -.. h � \ I . I i r c=� I 11 1� �_�., I _.) 1_� / , , / I � - ,_�� � ­ I" 1! ";...11�,'. ; -, ,, I I., I . ; : + _`­ ,�. 'It I i: ­,�,�'-,": r, 'r-,,,'�"' :�' ', __�._, -- .1�,,* .. I :i V- , �I , -.. , ", � --/I-.-- 11 (31RAD�F!.1, Q ;1 ��-,��" , I ,_­ � . . �v i 4�_ � I ! � ,y.,. _ 110.��, 0 . . %� 11 I ; ; I 0 I . �', .1 . 'o— , ­��', ,�- I . I ­ i-- I .­,­ ­ ---r �` -,, � -11 , _� V! I-k I I , �, ,� � . 11 / ?!71,--1 � it I C', � . � 1 F-w-T , I �'i I""I ,*,".,, , � I"I . " ; !: I I .1 M I N I I, r__ , --,-. � " ,,,.1,--11.� ��,\ 1, . I 11 i i � 1 11: ", � - I I -iA" . , I ",-.--- I , li,,� 11 I " .�_; , " .� f �I t-��!- � ,,�, I ; � . — -.� 1, ,_;�_< �­,_,_1____­z_­1-­­1 '. I ,� 1 � , ! t -- . I - ", �­:,�, , 11�, it :, 1. 1.I 1� I !I !i . " ,7._ : 1-"-"-"J,_F I I 11—,: -:- -"_-­-_-:-_-_'1._� —-­- 1, � F------, -- --r—.- i ;to ,."",'�­', ,l��;.�"­-_-­��,, ---.-- .. j� I.- r �i� �j� i _1 I i 1� � I ; \ 1-1 i i � 11 f f _-, � I I I � ;! , - \ , , �, I i � I i I' , � I_11 , - �. \ � I , 4 11��!1114 b , : I . I I r . 8 I :1, ., I, I lj�l - I - , ill I R :, - -_ I ' �, ) I j! I �1,'' 1-11 11 .1 ,\\, . I I .., : ;. ,1 `7 �� 11 �l I , ,�-, = , o - � I I I -\ - I`— -7;,f' �',' ,�"L' '. 1"____�:`] ?K-7-111. �-, �Ii ',.';�;"�� ,_�­"�:" ., . \__ ill 1 S !I l T_E � .��71', ', ,,,,,4F S';W)ARC: , _ _ I i , -::- A� j ;�\/�j �:", 1, ,�, ,� -r I . p ��, . � � I ;f IN ii,''u . I I I ,, I " , I,, ��X I ,� "­,�,�, _ - � , ,,, / , -,�­­­�, -----_-__-_1_ � -7- � I Q Ii cr � I � I. . � - ---- , I ` ­ "' , I -, � —_ I -­­.--.-- - . .--_ _­. - .. -- —_ -i - ! , i j /\ / I I I I.,I '. , I . T x'!1, ,I - �\ 11 -­­ - . � � \ --.----- ! I �� \",I '. --- -'I z �L__N I I � . I I 111. t " -r- . I I 1, I . .. z �- -1. -.-- -_ : . ,� � t�t ! '1t I' ____7 �J LA -� .--,I-- I'-- U 1U I r ,� '­I. I _. � -_ � . I I ­ , --.._ -_., - -_­­ I --_ .... I I � -1-1 I.J VL- /..-,_Nlf: j I!, �,J, 3i�___ -- - I - - - - . --_ I I . .t-i--- I,_-_ !\, -�A_ I , - - -I—- I I __ , . _, , ---. I ; � �_' ---, - `\--,-.-'_I_. I ��v i - - i I �' I -"` , ,,-I';,-_:��_� .. Z�\_ , 11 -1 �111','�,-",';_,'�"I 1.1I"I., .__L.__ , i I � I . N _'. i�il? , � ., , . . �11, I _­ , . tI - . - 11 . _.- '. __ 7 I Lr . , �t::�-:g �, POOL CAL�ANASY- ,I .- .-- f:.L.7 " �.--_-..- ,-, I : � . I \ : ,I I I ; - ------- -_,4 .I ---____'[! ,1, i ";i I— I \.1 . 1 i \ I . I I I - -- 1, -- . --� - . .7 r� _L__,- ", ,__- , ..­.- &, . r ----,... ___­_7:�. �," -i;� ---f! --I ..f I I � ! � . .- ­ ­­ , ,X. .I I' ---,-FIR -­I_-:�--­�k�...U...�­�­_��m--.-��L`�___.,-.,_,_"-_�= ", �`�!',i._1_ ,---r.r --- 11 ­f I \ -IV �_ ,V:10.5 ---Tw:3o.5 - -, �"'.r '.".'�-_­'-_' _ '� :' : ' __ I . . - . - ! r=-- 1-tiz------.-T----4�i­y-ff-___T _­=_*_�T1_-­------i-, = ­_� I "I � ,,,, I - I '\ i I I>� 1 11-, _-_____1 , ;_ _�"_ -1 ; _ ,v - i .- --,-"' ­ I _____: � ­­-4 Q I " � ,�L::­HEII , I I . , ,�_�� I_I:;I��­�,� �' N - Ff -,­!; --- I � -��1�1 / -� 1p ,, , ,, - . .R.-mc�z- ` i,ii;4 ,_-,-�`,',"',, I , . ;�I �,F , q .T"'. �­­- .. - - = I ,��, - -_-,��,­_:�� . - ­__�e , ,,, ,, . . ! � " � .__ � \ � . I! J -7 � , -,,, =:7_::_-J 1. L "" , , , 1, , : I , � I ' � I! . t , -I,��C� I J f.). ­­=� - I , , -_- . , Y" ) . I ill I ') -­­ i 1! I � - I ..'. ,.1 - 178.CrO I I I : . llz� --- -,',-------- - , , i I I Ef ) - ____4___.1;._1 , I . - .,,,�� I 1�.. : � -I - -. I" , �1;li r!:; , " , , , �A : . i ,I - 1� I .1 .--1 1. ::�.: "'� -.., " . . ,�, � 3: I . I I i i I- 1� I ! � I:r; - - , �? I I � ! ?I - � I - I , , - - . ,-,B) . ; : , I .1� I V - ; C;,�)!fp,(, � I :, :, � -,-­,,,,-, -_;�. I ;I �� I � 1, t '! � -, , L !! c��� ,f ­.. ­- 1,4��, i :, .�.. � I ,7i 1 �. i! i ! 1 " i ! I � I , d . I -1- _ �, I/ " � I ;1 : i , - I - I . - " ! , I -2j �- ". - ­'%'.",-­./,", "I - I I .� : !�.. � I! ,1� l , -�� , 1. I z i " � , - ?., ,�: fi 1, 1� - I - -.-. - ­ __ �_ � u- -:; . .1 . . b , - .., 1 I I � I __ , .- _!- - --r- ­­_ " , �, ,!I C)�� � i F I ________� l;_-_--11, ''O - /,-,..,- ,­:,,�­ "I � � r .. :. I , � :! . ,. . .. . /I '. - � Gr_,A�",'E EL f,.7,5' ,�L. �� ,i� .,, ,�.,. ": 1 i � ; -1 , ,.,. -`.'�,�, ' it . ; ! L I".: � If . ,,,',,, I : - `tet- " , ! I__ , � , � - - f_1 J t I- ', Fl_ ___ � -, ::! � , .1 ; I - -'.� :.,.. I : ; - . I � % ­ _.... c,�� I �._�,J. , ; I � �, 11 .-.-- .1 I I . - I 11 I 1:1 -1-1.1---I... =_11- , - �­­.. , , 1'�:'', ,"I ���,_ I I � . I : . . .. �f� I � � � ; I I , - - �� .. , . e:�. 4 . ', 'i ; � i :z1._i_ I:) 11 � -,-,','- � � \ 1. i -'ii 1-1 I I , .— " 'i ; L,i � I 'T ... � ! ! I��r, ,:, ,,,,��,I I,', . . . !­ � -- �, I . . ; '3 . . - � � I— ` - C".� " " �, I , (5); , ��' ).___::_!_­, -�- - , I ,� I 1 1 _' . ,� . , �-, 0 .----� . : I ; I �-"! ! , �-_ : f p------­_,�j---_�_ - ," , � ; I I _ ";N?, . I _ . . , , - . I I ",", , �.......�­,-.1 ---- . . - � -.. . ­I-_. :7! : . Y i.---� "', .�, , , -1­­­­- -1-_ - , I � . -il -- ?�,� ; v,4: --... I � - �_* �,--1 ;�-____--I.----��-I___----,.--.---- ---_� . I ,/ : ,' I : ��. . ­ I— tk P�V . "I , � ,4 4,� : . I : , � ; � ! 0 "'- ,,,,,,,- - . I� . ___ .. ._.-- � . !, � I , . ; . : � 1 . I�_ I I:�,� %,: ,I � ___. ­.., � I r b- /; I "I ! .-- -- 4 ', ,, -,," � I �,, I ;-, � 1�, .. . � I , �,_ �_-_.---.-c I I;,., , ­..- - �r ', ," ZON� � - _­ - - .f ­ . i ; , �:, .:" .�,"�.- I t � -- , , �� ': I , ,. _­ �, 1 : 11 � ; . . ,- . f�.�:�A ; , ; -i-� ! �i2� ; 1 ; .�., _." , _�.�-`,�,,�.� , , "- I k\ � ,01`0�!FDFR 4 . .i". , �� 'I - - - �. -1 - i�1� ., 1)I 1, ". "I " ! , - , � : I �", ; , _, �� '7� 1 I-_ ,,� I" 1.�, 1 i 1 I -' .: -- " - . ,I I I, . . . � , , , , , , , I, .11 u, ; .­ 11001-it;�,:� -I I � ; ! ., ,,, ,,,.".,, : , I I� I R I . � I : -.... - cl I � - 1. ; I , , � , - 1. ! - �- i L� , ,� . � I �1 C4,1 9 - t-: ! ...... \ 4i �:� ;.- - "*f I . Al. ; ;! �.:7'7�',' - I : -"�, ,""."� , '*111_1 1J-,!1ER1 YOF _,;�, �__,� ", : , , ! .�� il . � I , - ; �, , � "" """. '' I � - LAND NOIN OR, FOP . . U I, '�_� "I , I -1 , , ,� I" ,,'�."""�r �� ," - '' .1, ," ;� I ! i _, , , -1I / I, :, � , � ". t� 1-f. " " ."':.".111 , . , _. � �1_ : .:, ­�r_ I -;fr' I . I �- � I KT,! I I,,[ � I I:­ ,.,� I . I� 11 . �-:1�, N' r"-1. , �; __, __ . : 1-1 I I. ..- ,1AF)IC&MIPELLATOM.6't- ', . I.. I i -.11 ___-__1__1_. _� � '. i E\ . ­;,"'. . _.- ; : , - . � 1:, . , � - -_ III.; � _;,,4 - '��,� 1 �,- r� . �:�,,��- ��-, I z � -� . , I . -- I C', . If W oz:�, � , , � -,/I I I __ I ,. ___ _. I i ., , - ,- . ,�,�,% - �_ > - � - � . " - I . -1,� I �. " � I I I I I � .--- I 7- --� � -_,:Rf­;.�_,_ �_., I I ; .�­. .­­,­�., �1 . , 1� , - -w/t b I . �, I --- . - I 1. I w � .! f � ,� ( : ­ _4­3�,j­�- ___­_-___ I...7-I.. . � ) f I *....... �, ,� . ." ,1 -63-03-14 -1 \1 , i ; .. W , I ♦I I \, - I -1 ✓.. , .1 ; I �i_ 5 ; , I ! - - - - J -. - :, .11 1! . NO. 1000 z i 1 ;� , ,I; - . .� ; . I ­ ., I , , ,._� i � "I ""� I � �1_ - : � ., 1! _. � _. 1!!i '! 1. �­ � I 1� I ;5 .,� I - , M, i -.--.-..--.---.,---­­­­______.__....1-_.._ _,�, i �,iil �,Y§ic��,, _-, � r';--__-.'-- "," -- - -­_".�- .,r� ,r : ! � ,:/ " . , I - .. ,�_ 1, ;;:, ; -,__:__I-, , I. ! � JILA , �, p : I ,I _� � L, i . i � �I !; '� !:j! il ,�, � � : I : 1 ._;� `�,,/I � " COTIAGE 4 1� ,.-�t �_, - . .� ; I I I- 11­ . 4 -,., ;-,­ � :!I I I c��� � I -.1- 21.-- . _�.t, .,,?.,�,,�. -I.. ." ,::z:l ­ % , � . 1_ . I ; I I _: R-A-I!, �. d;: �, - , "'I Vw �'.. � . . , .i I - 1 ! I . , I , ; -1,___,:;:�.z`� 11, -I- , `;, � I - trj�; " - - � ,__­-�_­ - , I- ".­­_� _,-1____,__-_.,_­­. --,­­.,--... , --1%1��1_-_1__-1_.. - �4f P� - '., 1 !; . 1, I , , I - , I,-�11/_ ,.,\5, ,� I, -'f..,_.- L=---_-­ `­,",:T---­­. ,­ .,�� --,- - " - . I-!, � ­-. .­n�n� - .­!­_ ,,, ., ". -- " I � ­ ",;. .1"." � - . ,__ -/ " . �� /I-— - -.::: , ,,� , .1_�"I"I.,.- , - . � � -- - -,. :1 l. j!-,,�-! , " " - � ,/ �,.�, , , , L ,I... .... __ -----------­__­­______­__­-- - ­­­.. .. � I �� .. -, ..__.__,____..._ - __ - _� ill _� _._�.`.,( , -1 ______Z_- - 1, . I � ­ - - , , � 11 1 - � _ 11 ­_­1�-11;_­+­__ ,_�,,� I ______1 1, 1� ­.­-­­___ - �.......� ... � ­-­ -.--- -_ � : ,i: i • ­. ­�­",__-­_._ I 1.6 _­�------------- ----.-..-_ 'P . '. C? --.--I--__ ­7—__�' ­'­­­ -"---- ­ - I =11111!4 � 1� I ! *" �­ . � I ; __�_... ! � " ; , � �� .i . . , '." . .�, - I . � \,. �,,� , . .1 --_-1.. . I � f I , ." , i ,,, :, - ". , � . \\ 1. � I . :­�, ; t 11 I - I : 1�, � I g � -. � - - __� -1'i 1,, � ; � t.,1� i / - I - :: I 11 �� i I e ..:� . . ! / I � i 1. ,�, ,,�. ,I- 1: - . . .. .- I � ,. I ! li � ; I , I 1! I i I 11 - � ­� � ! !; , i�-, " , _.; I \1, I ,'� i . I . I ,- ; �� �.,:e.� ,!�,�1! I -,, ! �, ? I ill . �`,� 1 I ,_ I- ; . ;, , I , i - i 1 � : I - ! ; _.: __ I I 1 : I . . .,;: :� - , X � 11.1 1111.1.1 11_----- ­­_ k I 1� I f, / . I I - . I '\� - " ..111_, �: � , .1 , . , " I . ; . .. - � _� . \ I I . /I � 1�1 6 � I . I I - ; I I_--I- %____,_ ; " I I : . V�'_­'� . ,� ;, I I I I \ , .I I � , NEW PROP',' '11� I I. - I I I 11 \ 11 I 1- I I � � ----, . , __!�_--."-- 7-_ __.", ,\ 11 � I , 1 , I t., I _ _ .� I \�) � J L . - � � 1� . - ,( 1� " �� 'k ,-_%lf, I ,�� t, 1 ! r " .,,q __\ ! 1, . I 1, --1..111__-._ - . --_11 I 1. !, . . \ wl *�� *1,q" I, I I 1- . I 4,-,!(;I,; I 1, I % . PIRC,'2',;�-,:'��4 ,... %- . Dz ! V - ......�_..1111Z,71?--__�____ , �[ _ .� �zO , , �, "r-,�1�� I 1. � - : . . ___--_1-. V _. --.�_� . -�_ �� ­ � �, \ I ­,;�j \ I - - __�� , 'kt , 'r il — __,�\_ -,�.1, �� .- I 1� o .. , 9 9 _1 -:1 , , , �� I .: I / , __ I I ; I I ,I �� .1 . I I I I I � , " � I ­ " � � _� , I I I -.-. I . � ; 11 L_ z__.,._--- _ ___ , I I � , ,.,-, - i ! 1 ! I i I - `%� . !i,��i ; 1 : I fl, 7 i � I I I _____ � k 11 k --,-,\ I 'I I 1 1 1 1 i i i .11 'I,�1 I, I / I I I I . 1__-1. - , \1i._JN1' - - �__�. - 1 I I ; ! , I I i I I . ., �I . .,-, I 11�� I ,1 1�� — , , '-- m I ") — I � I � _1L. ---' i ; , I . - I'll, (., ,- 0 , '­­­ 1k�,� — _J __________-11___--_,_.__ .--- --.---,. ­:�=L_L Jl__­�z ____I_..__.__L__,�'_I., ! . .171 _*1 i __ 1_.___A_.__ I -L- ­__ --____­—-, - _1" ! �1 �___, �_,� -___________ ______ . ­­.... U cl I - 1, A- IL i , :�l"I - -... __ -.--..- --.-.- \41 _`__.., _A'�[.� IN OR FOR1,11ERLY OF � � 1� 1 ..-.-, -.-...-- --...-- ____ .-- ... I I LI �, I--------- I - . r I _� i ­ P i �,- - % ,p 1 ,6--- .,. ,� I— ­­­ ___ . � , . � ! �; L. RYA __� 11 �� " . . I . __ -...-.-.. -,-.-. _­­___ ­­­ -J I JAN�_T L. r . � N�,: I - � ".1 _-1. 1.7-,V � ". i 100-6-1_013-1 1;I - _ L -_ - --..-- -_ -- ._____I� - . .-�/. _�._ --- i i I I z I i V . i -1 _­� �... - .. ___.,�_ ! It - � -) . N ' , 1, ; z"-.------ ­ - ---.,--- - - _---- --- --- -- ----- - I . ., I I \ ! -, -..-,.-. . . .- 4� ,,, \ k \ I � I/ I i " I...... ...... -- - .- I.11 I : - .. .. _�, _=`t t 33 1 _�� \ I � - � . _­ .­. I I \ \ \ � I ! I� I . , - � I � , \ \1 %X r.) --a 29 i \�:I,i - -�� �_. -1 � . I , // \��� o�I 1.1, / � I 1 _� � I � � LAND N,'DIN OR FORMER!_Y OF I �--J � I I �_ I-�, I - � I I I . pe' , - 3" , R t .......: 1,r.,,17: / It./-,f-i'D NOW OR FORMERLY OF _71_�"'Al"'.1INH , I � ._1 " I/ PILLES REALTY HOLDING LLC I 1'.T''MI, t�­. ,c,c��,_(­�_n,�_,.,i� .,, I- � p � I, , 1.� 32 -.1 I_; let k.* ­I .., I S.C.T.M. NO, 1000-63-03-12 `�__ � � \ 1%--- -_ -_ --- I I -1- _ __ � 0 - I HIGH PRESSURE SODIUM 100 WATT � I I N'0�10'5��'VV 11, �,f 51.34' ,\ STONCO LIGHTING Y I I . I SILHOUETTE LUMINAIRE � \ ,� ,I 33 I MODEL : SSM 3100LXFFS-2 . (10' MOUNTING) , 1, I " , 4-� TYPE Ill SHOEBOX 7 � — �`. I SINGLE PHASE, 208 VOLT 6 � LIGHTING PLAN � . . 5 . — � SCALE: 1" = 40' . 1 4 F, —_ - �� I 10 '-O: HIGH x 4" SQUARE 3 � I - - , � 0 40 80 . I ALUMINIUM LIGHT POLE, 2 1 - , I SMOOTH ALUMIUM 6063-T6 .... 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 104/1 1/2017 ` - Number Revision Desepton " I Revision Date IV . ALLOY, 0.125 MIN.WALL 1 31 SCALE: 1" = 40 1 THICKNESS , � " I . Designed By Date Submitted i1;. I I TC 01/20/17 I MANUFACTURING INC. Drawn By Date Created �� Z . TIC 08/23/16 0 I I MODEL: USS 4OA10AB-SQ Approved By Scale ` I "I " ­_ .____­..__________________ __ ------- _ - --.------.-- __________ . _­_­ -__­ -_- .1 .-.---- ... - . 3MH I BG AS SHOWN , '� I'. Client - I 11 I ", 1 THE ENCLAVES I il I 1� 2#12 THW+1 #12 � � - - , I GROUND TO FIXTURE 56655 ROUTE 25 4� � .- r I , NY , , . - . I Project _ . -.-- .--.- � ________.___... ___,._____.______- -______..______-+ - --- ----- -- -- - -- ------ -- ----- ......- 2MH I . ­­_... --- - �-- ----- . I� EXTRUDED HANDHOLE . ,_ . , , ___ 11.,. NOTES ____ - : SPLICE IN POLE .1 z - .I.- .. .. -1 -�, \\ 1. DIRECT BURIAL CABLE 6" OR 12" BEHIND EDGE OF PAVEMENT THROUGHOUT AND AT A DEPTH OF BELOW ; - AT HANDHOLE � / / ,---,- __..­­_--­... _ � ____ I,--. \1 1� I �_,* ------- - ­._ 11� 1". \ N\ FINAL GRADE. i / 1 3/4" DIA. GALVANIZED ANCHOR BOLTS SITE PLAN I I I I - / "I 1. _ � , I '� ,�. -� _­­_-, I// "/ �......­- � -�__ -1 __ -­_ 1, - , \_ _______-__- . MIN. 28" LONG 4 EACH PER POLE e - ____ -------_,��-_ -_ ____7__ - I -_�_____._-- -11 _­___­­­. ______... ...­�,._ ­- '-_­­�...... __�,- � --_.7---- . - I—_.-� 1MH I / I I;� _ �- -1 ,/11 ..". ,­_�-... 7-- I", \ ______1_.____ I-," 2.CABLE IN PVC OR GALV. IRON ELECTRIC CONDUIT WHERE CABLES CROSS WALKS OR DRIVEWAYS,SIZED AS ASTM A576 (TYP.) SITE LIGHTING PLAN � , , " / ­­­ -_ 1, � / I :�- / '.1 __�, / x", - 1, \' .,�, ,1\ \ / , " " INDICATED AND 2'-0" BELOW FINISHED GRADE,AND AT LEAST 2'-0w BEYOND EACH WALK OR PAVEMENT EDGE. I on I I I / / \ -- . ProjectAddress: I/ \ \1 \ \I . .1 `,. I I I ____� ,1 �/ .1 ,,� , -1 � \ "', \ i _L - -7.. -i 56655 ROUTE 25 7 , I' ,, " "/ - ,� , "\ I\ \\, if 1� . I/ // I I.", �........ ­ ---.,.-" -1, \\ \ '\, 3. METAL HALIDE, 100 WATT FIXTURES AND POLES AS SPECIFIED. GRADE 2" 1 .� .1 I I -1 : 1 , I" 2" GRADE / 1 " I I I 11, 'I I 1 — I ISOUTHOLD I - 1 I - \ \ \" \\ I I i 11 I 1 " i / , 1. , A � , / / / / , � I, \1 \ I! ". 11 . L . � - . " / i /', .11 ,,---­- .- -1 __ '�. - . -��- '� _� XT I 11 t : . 1 -I 1_4-._ - - SUFFOLK COUNTY, NEW YORK 1 -11- - "-- ---4 - ----- ____/_____ _.__._____ ______ . -_ ------ I---�--- OMH 4. LARGE DIAMETER CABLES ARE REQUIRED TO MAINTAIN NO MORE THAN 3%VOLTAGE DROP AT EACH F1 URE. i I- � / I . � .�__ I . . ; � \ � .1 i I i d 1. - " / 11 \ � . i :•;.- +—ts" . , i I 1 � . I*� I -I.� : . Contract Number. I � - County Tax Map Number. I i � : I � __-�____ . ---� I I i � � 11 ? I I I- I- I_ I- 1000-63-3-15 - �_" � I ; i 111 11 � � � 5, SPLICING OF VARIOUS SIZE CABLES SHALL BE DONE IN BASE OF POLE AND SPLICES SHALL BE WATERPROOF. I Ill . � ! i I/ f ! , i , - 1.1. -------- / ! 1 F -[� , .1 �I 1-- I� �- -We—gulafory Reference Number. ; I � \ . I I , I .; ,- �-, , 2" DIA SCH. 40 PVC 1'� ­__ ;1, 1- 10.0 i I I I I - I I I I _. �,_�/ . � J I. I ,_� A. . i __ 11 I ` I . I � 11, 4, I -,-!- �� - i - � ELECTRICAL ! 1, �_._ __ . . , . , . I TiUe of Dra%]ig: I : __- . � I 1 & — ,. - , - i 2'-6" MIN. BURY 1 . - 1 - I ,I CONDUIT WITH TWO . - - - , - i ! 4 11 , -.. I . I I ! \ / I , l \, --- -------5.0 1 � I I � � z ,I I i , ; ! --- ----____ � I , � � �� - � I (2)#1 0 RR-USE-2 I - _,_____­�- --------,- - __\1. 1�_______ � - -1--__ ___.____.__ __ —/—.- - --------77/---- - . �-------!.----L 1MH f : , -, I � ! - �I , % i -, ­­­_ - - I � -[_ ! _t 7_ ,_ ,_44� ; . - - I I . -i I - - i . 1" I -, __ -1 " I I I . _ 1 COPPER ;1 � ., ____ ._­_ _. -�. ­­__-­ �', I / If , 1 , I 1 I , ! : t�- % , . I 4 , __ .� - I I___1 1, . .. __ -_ I [ I . _­.......-__2.0 ----- ! � . , � - I ; " I + I I� \" 1, ) , � I 1 � - i �i . 1, CONDUCTORS PLUS SITE LIGHTING 11 - -6" MIN. DEPTH I ! . I 1" ! � .! I � , / I f 4' 1 . % ., �. _,___� , I i . ;. \ I ,. ­­­­ ­____ ____ " I ! , 1 -1_­ I- .,_- -.4_ ., --. .!--. NE "1)#1 0 RR USE i 6� I I . . I r � , 0 'I, r 1-1 -­ ­­ ___� -.,.--- I - . � � � I , -1 t-I' ! - GROUND. . 2 � \ ,.,____...____ ---------- ____.._.__ _____1.0 -__-, __,_ ­___ - 11 / / I . i k- � _ i -_4 _'..___1_ I- - ___ Al - _ i I , \ \1. __ --- // / i I . 11 z I I �, I AND DETAILS ' ., I \, - . �, , I b . f ... . � � , I � 1� '.� ; I - ,o ,.� " I'. .. ! I I I �', - . -- --�'.-t���, I.� r --4-- I i I __ - - . -.-.,----_­:,- - . �', � : I , I . I I., 1, 9 _N -------.--,�—___ . --- ---­--­­-­ -------- ' ---- �� , .1 : [ . ; . . S: \ � __7 2MH I I I �__ --- ,. ..-.. .1-­____ -.-- � . I I ,, - ­ , ...­ -_ � _­_____ -"--- '_ - I I ­41-- .I-1. _.,�­ 4,000 PSI CONCRETE WITH 6"x6" 1: I" - ..-,-" \1 __­ -----.5 ------- X ______..._ "I I -1 �___ �_j­---- - ­_ 1 .2 .. " " : . .!! I `1 I 0 11 ., 1, : __ 1'� - ; I !- , ! - -i - , 1, - I I X - : . . 10/10 WELDED WIRE FABRIC I : __._______­_­ `\ \\ ,�_,­ i 14-,- .� ' . - I � , i "\ /I I I _­ - **- �- 1, . 1 REINFORCED . � 11 � �, - - - -.1_��*­_L______.. - __ i I 1 � F ! - I I " �i , MANUFACTURER: FECO(DIVISION . _2 I ! . . � .­ --- .--"- I - - ., Drawing Number w .�_ ­, , , I � i - OF OLDCASTLE PRECAST) I 1`�'� '.",/ "I "'\ '.. 1- - , I , ./"� J�- `:�.`_- - ,*, r , . z , . , , , � . .1", , -` ("1', , ­ _7_,� ....:_ ,,.,, , , 11 ­­­ ----,--- -.,--.-- --,��.�--.-"-�--.,---.------.-----". ..,--­_ --.Z- ________ _ — __... __ . ­­ 3MH I i'_ ] � I . PROVIDE SHOP DRAWINGS BEFORE /,," "C�4 t� l i'�, I . I. I ' I -1 " i --f- -" , .-�11/ -p I__ . I - .-- ,, `­,­ -_....___._..__....__­ ­_,_­ _­­ . i., t 4� ., - i I ,. � . � CASTING BASES ly- �, - ­­_ I I . . I �! I m ; .1 ��__,�i_ �- - .�, "I I � T - " - I It- . . 6 § " �17 ! -2 1,�I i, . , ,�. �1. " " � 9 I 5� i 'T., ." " . I �1 � m , 16"W x 16" D_� I�1�,- 1�.!` . -L-`:1 . ;,�, 4MH 3MH 2MIH 1MH OMH 1MH 2MH 3MH 4MH � 0 . ,� ,/_.,� - 1-111 6 l; " . , -:� I " -.-p �- I , ,� . � � / Of n� �-- . ,\, .. I­,,,, Sheet , . 0 ECNy � ., , p MH = MOUNTING HEIGHT N.\'<'\� ,4 1 "." 4 * F . .� , " I .. , . t P� �:,,, ,,��, ,,,' cn6o,6'.;- 8 13 E 114 _ _ ', " � -, , I, � , � _:�­­ �I ".— - I �.. -A) . . "., �,,'� , i � !�.� 1�p APR 2017 ,�� *o F-F,"�Z` - 11 , 10' POLE LIGHT PHOTOMETRICS . -,��, , _'_�, ,,-' PWGC Project Number .. , - , " -W . :711�71�*,:�, " , I i I :i �w I ,; ili � � *� I 1 711 ---J,7 1 1 " __ Q � �� , ) A, I - � , , , "' "I")" 11111 V, Unauthorized or addition < '� SCALE: V=10' z E � . Southold Town to this drawing and related documents AVG1601 w,t� � - !rl $' Planning Board is a violation of Section 7209 �a of the New York State Education Law 8i­ I �q - m � � w ti a o _ TOWN HARBOR ROPOSED SEWER ? - - - LANE HOUSE CONNECTION UJ ocy» o 0 0 0 o LAND NOW OR FORMERLY OF N VALERIE M.SCOPAZ LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF o "' S.C.T.M. NO. 1000-63-03-16 ; Strategic Environmental and Engineering Solutions ANTHONY FORGIONE Q Z 0 WOOD POSTS NE17NG EXISTING FRAME RI 7 VINCENT DOLOMITE 8L lLEANA DOLOMITE _ S.C.T.M. N0. 1000-63-03-17.3 m z o �; -� _ S.C.T.M, NO. 1000-63-03-17.4 Q X ° SHEDTOBERENOVATEDAND ROPOSED 1-- - o INCORPORATED INTO MAIN I • Z ° PROPOSED 100% m Q I STRUCTURE L°RP.,e s LEACHING POOL - Y I FORCE MAIN ° ° 26 ZEFF�'ti£ I ; F ! ' • • • 622.78' o TM EXPANSION AREA SO7°38'10°E I,< GN VALVE SO7°44'40"E .. CHAMBER • • PROPOSED b s-°,°_° s° °..... S -°- O- O-°-° DRIVEWAY ED - - - - 4 a__o�o-o-o--0-° cna�n hnk NEW PROPOS °_°-°°-°- a-0--o- chainlinkfence Q sfenae ° ' o nson venue Suite t °�_°-.-o a°-°-�.- �-°- °-°-°-°- S J Phone. - -8705 i Bohemia NY 11716 2618 LEACHING POOLS - - g - 8 / (631 589 3 stbckadefenRce s -- R 53 . Fax: 631 589 .st adefence - s _ _ s--- s B, _ _ _/ LINE OF EXISTING Well ROPOSED E-mail: INFO@PWGROSSER)COM stockade fence - ° ° ° nY'E s DRIVEWAYTOBE I GWELL N PUMP STATION PROPOSED STP \ � °-° / s- s - 5 29 ZEFFE'RE DEPH F,(ISTINGtSTORY _ 26 CONTROL 0_)s ARBAG s- FRAME GARAGE TO REMOVED �N� 0 REMAI DLPLs1 l' 31 AREA 30 s REMAIN `/ I I I ION WELL ~ BUILDING (10X23') o RIM3De -- -- i tY 6FECTME DEPTH, 9' _ 0 LCB P� �,;'<;.;, ;:, ;af; ;- ,; ;.i' ; ,..'/, ; �'% ;;:; ;.,,� , s,_, ' \\ 0 CONSULTANTS O RBA E �o_to o�° _Z N R DDe :j P v PRO OSED ' i':% iAREAEXI T SING. ''/' TO B � 17 6FECThE DEPTH 'i/, ♦� Q y %� l "li' S REMOVED cb EFFLUENT FLOW - G EFF O _ 'f. 3 1 6 EXISTING �(- TO 2 S "i. TORY i %' ,f/' Z S _ S- O TER 5 `%- _.. M E '.:% o '%: i %:%:! SIG t'r.�� STRUCTURE TO REM N N 0 I t ji S;- i /., J FF' 9 .27.5 2 i' RHH i% D /. / / • :1 R D i /i TS: n o \ %�% 28 6 iZ as ZE F TNEC 27 EC EPI}, h •.�'^;,;.,lei:' .... w PROPOSED R O ED SEWAG I 26 Y i0 r i, w 7 0 G,; L a TREATMENT P ¢ TR T LANT RM255 s c c- "% w 1 FF 0 OSEDADD TTI J/ ONTO AND 100% co r' . wTH RD D OPS CT 0 ED PARKIN AR G EA ¢ i! I W -:/, r W � %ti:i" 29 K j. 2 6 ,I ,;�,. RD EXPANSION AREA O I ,,t,, .f j' Z �/ I '\ U "�' sate I 50' J, -f i' Q 5' d �,%;lir '�'i" WALKWAY _1 PROPOSED <r / O � J 2'5' RY he \ /' ;v''' 1 i,/ ii 3 RI ° �/ MN5 TER SERVICE 50' ,/. ' is WA S CE ,>,' � I F TME DEPM 3 .. '�' ,/ 176 EIC /'� N Z f 1 3 m r. sl t ~--PROP �... SED E � . 3 J XISTING TO BE :i 3 U DL R1 8 RIA 2e 25 /, 3 Z i 3 3 R 3 v EMO P 3 REMOVED e 6FECTR'ED O - PROPOSED % - %i/.' `',` � f� RIM255 GREASE A 3 .y m SE TRAP i �../ii' 3 } +° 3 3 e'EFFECTI'.E DEPrH Im rr jf m 1 s -SWIMMING 'x MECHANICAL ' ''. I s f, $ ! DL-W-2 � DRAINAGE ,/ :�� � LA /SCULPTURE Lcera � �' V SCREEN RIM 305 F ', �� DLPPMf „ 'cA GARDEN ,z1• --F7712 RlMase I.:4 1�„ '6FECTM1£pAPIN - 17 EFF W Q ECTNFD :- ^"�� ,r 6FECTrv>:DEP1H PROPOSED � ; - -- "- ,:,; ROPOSED e 1104 GRADEEL.30.5'\ WATERSERVICE CONSTANT HEAD " _-_ "-. o DLPLs7 CE ... ..,.�. ,T EFFECTI,•E DEPM •; ,;.% ., .. 1RY 6FECTM1ED®IN LCBPd LCBP] 1 W O S _ - B X } 1 - \ 1. ..".._._,,...... )LP \� \ \ wM2se W v +` }�H.T. *--: \ S .....,.......,.._-..'.•� ? .. _ .r6FECTnED®rH ,r6 oFrD� \ l`.%:';;� "% F FECTIVF WM25s U COTTAGE 1 } { ;, A w NEW PROPOSED' I�EV�JRY" Q z z Z o 2 S" v";YI y V•- ,T'" AND PARKING ;.'' U v` \ - V LL PROPOSED CHESSBOARD 5 {•'. F - 8 %'.`• '„i/`•- --- ,,i1 A LIL u. LL EQUALIZATION .. -. - s _ Q ' - j !,t. ( if 1'8 /.''/';.: �:%.i%.; \ �•--- -FP "" 'M M Q a! i{ R D POOL CABANAS FLOOR DRAIN ,,;.f., ;i.,, :`,, i �_FP P�-FP-_FP-.- P --FP M___F' _M M ___M M M M I- W ELE -- PUMP STATION a ,. - TW:30.5 TW:30.5 GRATE V:�7�11 IN 9 . -, T^ F� FP_ _ - : - - FISH POND �... \ O BW:27.25 �fl[ a /./.;:..r SHED - fs BIN: r es '''%r'sN 178.0 = PROPOSED -2 4 .T. LOOR DRAIN O cb J cBP-1 r, �r >' H COTTAGE2 D GRATE,ELEV:27.2 SEWER MAIN r �' GRADE EL.27.5' +E !%, , 26 Gtr ROPOSED r� L:27.25 \ FF EL.$2:D'' ,.,� DUI Lso w a w_ RIM Se DEPH WATER SERVICE % z I ..< I '!''! - 1r FFFEcnuf co - m �...........- .._, . . ... .. . .. ... __- -,�. o U 3 I ! - Vii:,. ` r�\ M LL a, i II I'MDMN < o ¢ Z 6. k •l' 12 EFFEe Sl il oLP RAJ I�ID�E FID`� I I 1 -��'%�� " '^"'� o COTTAGE f �: uEFFEcrIVEDEv,H > ---IEFFy�L'F'i- POOLAREA DEPTM n ._ ;-': ;:' F' Ir O G �' o c g RD :H.T. I %/'', '%.; ,i :<' \ o cL J r7 i _ _,.. O m PLAY COL RTS %/,,:.:;. ,-.r:%'';; N w o GRADE EL.27.5' FLOOR DRAIN \i._ _j v. O GRATE ELEV:27.2 FLOOR DRAIN 1�1.1 II Q cc RDHwz 3 ! G AII PROPOSED PARKING AREA J I t C0 TAGE4 ° GRATE V 27.2 h rEF�T soEPH co LAND NOW OR FORMERLY OF BW:27.20_- ... _ - - -BW:27.25 c : - TW: RAMP- 0.5 RAMP -"'' I: _ _ eLPL56 i oLPLSM EU I Ili 1 B -^ 6.v.,..,;._^., -� -.. .-..... .,..v.;-.......^_.:- .e- . ._.. . .- ,w. -...... µ- _ t£h'PM :fj, - :.;1 28\ RIM 2e9 RIM265 N } ` �ti IY EFFECTA'£ 9 1r EFFECTM1EDEPRI MP TW: 0 GEN TOMAS C&MIRELLA TOMAS ° f'� DaTM irr S.C.T.M. NO. 1000-63-03-14 LOCUST LANE WALKWAY = _ 4DMh1 Z 'I LLF:• ;W M11 A r A \ 2 u ' ; a �,,,T } I � - II �, eEFFECTNE[,TI' � 1 , @@E HT1_ LCB Pd I c } "- I "� t1 If,.I-nm „i..Y: \ RIMflE IZ EFf^'f'f_DEP"�• .. , 30 B6FEc roPD6 NEW PROPOSED DRIVEWAY ojt .. :': ,zEFFEtinED�rHz.. ,,. U�Ci� IGolPPd �; t'� LAND NOW OR FORMERLY OFs N Rw 316 W i PROPOSED PARKING AREA 31 o y, 13 1zEFFECTI'.Eo�1H 32 o o, JANET L.RYAN 3a 0. 1000-63-03-13 S.C.T.M. N s0 l� DLP LSb { J� ° W 34 '} - `• 17 EFFECTIW DEPT N05°30'50RW C, 616.5T 1, LAND NOW OR FORMERLY OF -- 4t, _ 7 1. 33 CHARLES W.WITZKE 1 6 S.C.T.M. NO. 1000-63-03-28.1 5 / 30 LAND NOW OR FORMERLY OF 4 N PILLES REALTY HOLDING LLC 3 2 S.C.T.M. NO. 1000-63-03-12 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 ', Number Revision Description Revision Date N05°30'50"W PROPOSED SITE PLAN 51.34' ,.� SCALE: 1" = 40' Designed By Date Submitted TC 01/20/17 33 Drawn By Date Created 0 40 X 0 TC 08/23/16 Approved By Scale SCALE: 1" = 40' Client BG AS SHOWN THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY - ..,...,.:.,_x.,,.>M.'rT•,.ik.1ti!',aa.a..ae+.:.."k',x�.nrd<,4_vtd.,. --,de, s ,n&.'�:.:vfrt;a3..s,.au-_r»r�.�e.,._...,.m..,raM,.-�.,<.n�..,.-+r.2='x'E� .�....:', Project ALLOWABLE SANITARY DENSITY FLOW STP DESIGN FLOW 6.725 ACRES X 600 GPD/ACRE=4,035 GPD PROPOSED RESTAURANT DESIGN FLOW - OVERALL SITE PLAN PROPOSED SANITARY DENSITY FLOW 74 SEATS X 30 GPD/SEAT=2,220 GPD 74 SEAT RESTAURANT X 10 GPD/SEAT=740 GPD PROPOSED 44 UNIT HOTEL • SANITARY LAYOUT 44 UNIT HOTEL X 100 GPD/UNIT =6,600 GPD TOTAL SANITARY FLOW =7,340 GPD 150 GPD/UNIT X 44 UNITS=6,600 GPD Project Address: - 56655 ROUTE 25 SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP)HAS STP DESIGN FLOW=8,800 GPD , SOUTHOLD BEEN PROVIDED. SUFFOLK COUNTY, NEW YORK PROPOSED RESTAURANT-GREASE TRAP SIZING STP LEACHING POOL DESIGN County Tax Map Number. Contract Number. 1000-63-3-15 REQUIRED: 8,800 GPD/5 GPD/SF=1,760 SF Regulatory RetecenceNumber: PROPOSED 74 SEAT RESTAURANT PROVIDED: NEW LEACHING POOLS Title of Drawing: KITCHEN FLOW=20 GPD/SEAT X 74 SEATS=1,480 GPD 10'DIA,LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) 31.4 SFNERTICAL LINEAR FOOT X 15.0 VERTICAL FEET=471 SF 471 SF X 4 POOLS=1,884 SF PROVIDED GREASE TRAP DESIGN 1,884 SF PROVIDED>1,760 SF REQUIRED PROPOSED SITE REQUIRED: 1,480 GPD X 1 DAY=1,480 GPD PROVIDED: (1)10'DIA.x 5'LIQUID DEPTH GREASE TRAP(2,500 GAL) LAYOUT AND U 0 UTILITIES PLAN ' l,i Drawing Number, �} C =600 '0 Sheet of o PtIGC APR 18 2017 \�` ,r� ' 9 13 PWGC Project Number. ¢ Southold Town Unauthorized alteration or addition z Planning Board to this drawing and related documents AVG 1601 J ., is a violation of Section 7209 LL o Of the New York State Education Law o 3 a a g t AMERICAN MADE C.I.FRAME WITH SLOTTED COVER OR O.D.PLUS 2'MAX O.D. FRAME WITH SOLID COVER(SEE NOTE BELOW) CAMBELL OR APPROVED i FINISH LAYER MATERIAL EQUAL RIM ELEV. ADJUST GRADE ' GRADE WIT TOPAVEMENT CURB LINE- FRAME FRAME&GRATE ALLOW 4'MIN.FOR Stra egiC Environmental and Engineering Solutions ? i 1'MINIMUM,4'MAXIMUM SOILS IN EXCESS OF 9"BELOW FINISH GRADE SIZE OPENING FOR ADJUSTING OF PAVEMENT SUBGRADE ;- ----- CASTING CAffING ° - o � .d',I' ",: T':j, ••-:;.."&,.' ^N'„, '` 13'x' 1 dr w: " Y•,. 12'DIA.PIPE AT 1.0%MIN. COMPACTED T090/oAASHTO +¢:,, �� _('<.•, ,�,r,. x.��a _ (MATERIAL AS PER DESIGN) T-99 REINFORCED N CO C, DOWNSPOUT 1-~ SLAB COVER LIMIT OF WORK �I�lu 1=i GRADE CLASS IV RCP PIPE ''• BY SITE CONTRACTOR I DRAINAGE RINGS WRAPPED -- ......_._... .,.__..--__-- _C' I 0 l� 0 1=i ._ 3,_0, WITH GEOTEXTILE FABRIC O.D.=-- i CAST IRON CLEANOUT WITH BRASS FERRULE MIN MIN SUPAC4NP OR _ 630 Johnson Avenue. . Suite 7 BACKFILL ABOVE SPRINGLINE T APPROVED EQUAL 8 — — —. — — -7 —— 1 _ �p I� l� � #30 ASPHALT ., (CAST IRON PIPE PAINTED TO COLOR "MIN. Bohemia NY 11716 2618 BE PLACED IN 12"LIFTS SPECIFIED BY ARCHITECT.) c D f� t -1 `" ROOFING FELT ' RING DEPTH VARIES , PAST GRAVEL Phone: (631) 589-6353 . Fax: (631) 589-8705 FIRST FLOOR 3'-0"MIN. AS PER DESIGNITj 6„ COLLAR E-mail: INFO@PWGROSSER.COM 18" i l 3 L t [� C TYPBACKFILL UNDER AND . SPRINGLINE D FLAT FOUNDATONNWlTHON OR GRADE IN, REINFORCED t AROUND DRYWELLWITH -'10"-�- CONCRETE P CONSULTANTS .¢, BACKFILL TAMPED INTO PIPE GRANULAR MATERIAL RECAST ' PVC(SDR18)PIPE FITTINGS SIZE TO BE `.I HAUNCHES AT CONTRACTORS %i ` ---- ' — COORDINATEDWITH CONTAINING SILT,&N LEACHING RING RINGS FERNCO SERIES 105G COUPLING FOR CAST : CLAY. (SILT&CLAY DISCRETION „• IRON TO PVC PIPE ,O M, Q j 11z - - FRACTION NOT TO _ BEDDING(CLASS I,II,OR III) 4, y - EXCEED 5%) 4" — 1 WHERE UNSUITABLE MATERIAL 11 I t= TYP. TYPICAL 12" " BACKFILL PLACED ALTERNATELY IS ENCOUNTERED DURING TO DRAINAGE SYSTEM 0 CM _ ._ u C� L=� I_ DRAINAGERING — IN 6"LIFTS ON BOTH SIDES OF EXCAVATION OF PIPE PVC(DR 18)@ 1.0%MIN. GRAVEL COLLAR 3'-0" PIPE UP TO SPRINGLINE TRENCHES. 5'-0"-� g Y-0'MIN.TO MIN.ALL AROUND k ' y 1 GROUNDWATER LEACHING RING ELEVATION NOTE: _ GROUNDWATER BACKFILL UNDER AND AROUND DRYWELL WITH NOTE 1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITECTURAL PLANS, 12'-0"0 j GRANULAR MATERIAL 1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5'-0",THE CONTRACTOR MUST PROVIDE 11 SIX(6)FOOT MIN. CONTAINING LESS THAN SHEETING AND BRACING.AS AN ALTERNATIVE,THE TRENCH WALLS MUST BE CUT BACK TO PENETRATION INTO 12": : 15%FINE SAND,SILT,& A 1:1 SLOPE,OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL,WHICHEVER IS MORE ROOF D P,AI N DOWNSPOUT ��\ ACCEPTABLE LEACHING CLAY. (SILT&CLAY SHALLOW. -- _ MATERIAL. IF SAID 2- CLASS i,Ii,III OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES,PER USCS SCALE: NTS CONDITION CANNOT BE 17- DIA. FRACTION NOT TO t ACHIEVED WITHIN THE EXCEED 5%) NOTE;UNIFIED SOIL CLASSIFICATION SYSTEM) 3- SAWCUT 2'BEYOND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED. FIRST 51X(6)FEET BELOW NOTE: PRECAST CONCRETE THE BOTTOM OF THE LAST FOOTING 1. ALL DRAINAGE LEACHING POOLS TO HAVE 10 FT.EFFECTIVE DEPTH. LEACHING RING,CONTINUEWITH THE 1. ALL LEACHING CATCH BASINS TO HAVE 10 FT.EFFECTIVE DEPTH, ti PIPE TRENCH DETAIL DRAINAGE LEACHING POOL THE SIX CIRCULAR WICK, UNTIL F CIRCULAR WICK,UNTIL DRAINAGE - LEACHiNG CATCH BASIN SCALE: NTS SCALE: NTS APPROVED PENNETRATION SCALE: NTS NYLOPLAST 24" DRAIN BASIN: 2824AG CAST IRON CURB INLET TRAFFIC (!)®INTEGRATED DUCTILE IRON BEARING BICYCLE SAFE(BY FRAME&GRATE TO CAMPBELL') MATCH BASIN O.D. l ODO�� 18'MIN WIDTH GUIDELINE ALLOW 4'FOR FINAL ADJUSTMENT OF FRAME • �DO�� 5 i 8" o ° 0 8" j MINIMUM PIPE BURIAL ®VARIABLE INVERT HEIGHTS DEPTH PER PIPE B'MIN THICKNESS GUIDELINE - --•--- --------- AVAILABLE(ACCORDING TO MANUFACTURER PLANSITAKE OFF) RECOMMENDATION VDAPTER TRAFFIC LOADS CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE ) ANG:ES PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED \—#4 BARS IN TOP SLAB(4"Q.C.) / �— f VARIABLE 0•-360' TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC 1 ACCORDINGTO LOADING,&OTHER APPLICABLE DES'GN FACTORS. o C <: G / PLANS GROUT AROUND ENTIRE PIPE I i / 18"MIN. f /j DRAINAGE PIPE SEWER MAIN OR G HOUSE CONNECTION ( VARIABLE SUMP DEPTH CORRUGATED HDPE DRAIN PIPE •; % I ACCORDING TO PLANS(6'MIN) OR APPROVED EQUAL OPENING . ( 6' 0.5%MIN. 4'-0' 18"MIN. ®VARIOUS TYPES OF INLET&OUTLET ADAPTERS — !'MIN I AVAILABLE: 4'-24'FOR CORRUGATED HDPE + (ADS N-12,ADS SINGLE WALL,HANCOR DUAL WALL), SDR 35,SCH 40 DWV,CORRUGATED&RIBBED PVC POLYPROPYLENE COATED Y2" STEEL RUNGS @ 12'O.C. �---• 10'_0• 16'-0" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (DWATERTIGHT JOINT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I' PIPE INVERT (CORRUGATED HDPE SHOWN) ><' MATERIAL AS DEFINED IN AST M D2321. BEDDING&BACKFILL FOR Q-GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-05, SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED - x T-6"SQ. OPENING FILLEDUCT] ASTM 7 s 0.FRAMES SHALL BE CUSTOM IRMA MANUFACTURED ACCORGRADING TO 05 UNIFORMLY IN ACCORDANCE WITH ASTM D2321. • WITH GRAVEL I ©-DRAIN BASIN TO BE CUSTOM MANUFACTUREDACCORDINGTO PLAN DETAILS. 6 ?� RISERS ARE NEEDED FOR BASINS OVER 84'DUE TO SHIPPING RESTRICTIONS j SEE DRAW NG NO 7001-110-M __ - -"- -- '- -- -- -- ----- ---- -- 5 D CONNECTION STUB JOINT TIGHTNESS LCONFORM D3212 4 R CORRUGATED HDPE ADS&HANCOR DUAL WALL)&SDR 5 V p 5 I a�-�ypvj� Q-ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0'T0360'.TO DETERMINE MINIMUM 3 6" K' �f �(7�kja ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110.013. i GRATE OPTIONS LOAD RATING PART# DRAWING# THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT OR 3130 VERONA AVE v V "' J arc-1�'^�' V I PEDESTRIAN MEETS 2499CGP 7001-110.216 POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER,OR LICENSE THE USE OF THE DESIGNRTECHMCAL BUFORD.GA30518 1 REV.T044ROOMS-UPDATE UTILITIES 04/11/2017 `'ci oGT OUoo o'Io" ''t`''�I i j STANDARD MEETS H-20 2499CGS 7001-110-217 1 INFORMATION SHOWN HEREIN REPRODUCTION OFTHISPRINT ORANY INFORMATION CONTAINED HEREKOR { PHN(770)932-2443 Number Revision Description Revision Date W I--1'-8" -i- T-6"-�-f-• 1'-8" -f UNDISTURBED j j SOLID COVER MEETSH-20 2499CGC 7001-110218 MANUFACTUREOFANYARTICLEHEREFROMFORTHEDISCLOSURETOOTHERSISFORBIDDEN.EXCEPTBYSPECIFIC N�71�i'dsl FA%(770)932.2490 4'-4' 8" �— DOME WA 2499CGD 7001-110.219 WRITTEN PERMISSION FROM NYLOPLAST. J wew rryiopia":us.eom DR PIN GRATE LIGHT DI rrY 240TITLE 1 DI 7001.110-075 �l 241"DRAIN BASIN QUICK SPEC INSTALLATION DETAIL Designed TC Date 01/20/1 aC DWG NO. 7001.110.192 REV 8 Drawn By By Date Created SIDE VIEW TOP VIEW DRAINAGE - CATCH BASIN DRAINAGE / SEWER CROSSING DETAIL Tc 08/23/16 Approved By Scale SCALE: NTS SCALE: NTS BG AS SHOWN CATCH BASIN DETAIL Client SCALE:NOT TO SCALE THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project NOTE: WATERPROOF INTERIOR FACE OF V CONCRETE RETAINING WALL WITH DRI-SEAL A SOIL BORING IS RECOMMENDED TO EVALUATE THE CURRENT ELEVATION OF SITE PLAN (OR APPROVED EQUAL)SILICONE EXTERIOR GROUNDWATER AT THE SITE. THESE GRADING, DRAINAGE AND SEDIMENT AND EROSION t COLORLESS WATERPROOFING(5%). TOP OF WALL CONTROL DESIGNS �PWGC DESIGN SHEETS C-100, C-200, C-300� ARE BASE ON THE SOIL k - ELEV.305' BORING PERFORMED BY SOIL MECHANECS DRILLING, LLC., DATED NOVEMBER 11,1986 SHOWN AS BORING NUMBER B-13. Project Address: GROUNDWATER CONDITIONS AND/OR LEVELS MAY HAVE FLUCTUATED SINCE THAT TIME. 56655 ROUTE 25 12"THICK POURED ii/ '' DESIGN CHANGES WITH RESPECT TO THESE GRADING DRAINAGE AND SEDIMENT AND CONCRETE WALL 3.25'REVEAL SOUTHOLD 4,000 PSI EROSION CONTROL PLANS, MAY BE NECESSARY BASED ON CURRENT GROUNDWATER SUFFOLK COUNTY NEW YORK =f. CONDITIONS. No.4 BARS 12"O.C. CONTRACTOR TO VERIFY CURRENT GROUNDWATER CONDITIONS, AND HAVE ALLOWANCES County Tax Map Number. Contract Number. BOTTOM OF WALL 3"MIN COVERAGE ELEV.27.25 MADE AVAILABLE FOR DESIGN AND CONSTRUCTION CHANGES. 1000-63-3-15 - 4 Regulatory ReferenceNumbe No.4 BARS 12"O.C.ALONG EARTH SIDE .• ��j��//�\\'— NOTE: Title of Drawing: FOOTING CONSTRUCTED ON k . ; 4'-0" 2 TON/SQ.FT.UNDISTURBED BEARING 2"x 2"KEYSOIL,OR PROPERLY COMPACTED 45, No.4 BARS 18"O.C.6-0"LONG 1,6, ENGINEERED FILL CERTIFIED BY A SITE LICENSED PROFESSIONAL _ DETAILS ENGINEER. S _ c0 0 No.4 BARS 18"O.C. , '' / / / FL >a CONCRETE RETAINING WALL j:=`f�; tiw Drawing Number: SCALE: NTS C =700 '0 ;' Mill.. 3 g.- C VE 1 .. y Z V Sheet of o APR 1 8 2017 ; u � h,j'f, 12 13 x" a PWGCProject Number. iu di Southold Town Q Plannin Unauthorized alteration or addition zz P14VGC I 9 Doard to this drawing and related documents AVG1601 t is a violation of Section 7209 '+ o =d of the New York State Education Law 0MIlle o t J „ o_a _-:.,:.r ,;.•-v<n.a.w{mk,1::-m "ii17f� •„ • : �bt�X4C: .Mf !$�'iYt. qA' y,'SG;i !fi., - ' .3, 9'^Q�+SYS'.s.�S",',Rh'wWRaZi:r�,T.. �'„", 3"=�::r�.;.._. X4'4✓J.. w.m?�'s ;�lE ,=Y:.S`:s �.�::�i'J. ',T”x€�5s' S/E4tla?"5r3crStt'�°},",'�C'g,�,.' 0"(N.T.S.) N.Y.S.D.O.T. F` 3/4" SIGN No.R1-1C CAPPED WITH CONCRETE I--- 9"DIA.-� i RESERVED F�.RKING 30• 10".QST P 3"GALVANIZED(WEATHER PROOF)STEEL MOUNTING TYPICAL TRAFFIC 4"WIDE BLUE STRIPE CHANNEL(TYP,)COATING TO CONTROL SIGN COMPLY WITH N,Y.S.D.O.T. 3'-0" NEW BLUE HANDICAP REQUIREMENTS(SEE NOTE 1) SYMBOL 6" �^ 2"SQ.POST O 7'-0'MIN, POST PUNCHED FULL LENGTH 6"DIA.HEAVY DUTY PIPE FILLED I Strategic Environmental and Engineering Solutions o WITH 318"DIA.HOLES 1"O.C. WITH CONCRETE&PAINTED 20' YELLOW T-0"MIN. z T ';« 4 f s",:: �: :: ')' a;i=• ( s a e6t': "' t'.a 7 FINISHED : _ .,,• a.; '^,"li���;6 C: '�'i ice,`',�. "'Q ��'m;•+i:.,�,E::.=r.�j�'x..�;'�2 i FLOOR Johnson Avenue. . Suite 7 O 18"MIN.FROM EDGE OF I 1/2"PRE MOLDED BITUMINOUS m PWGC IN PAVEMRNT TO SIGN i JOINT FILLER Phone: Bohemia - NY . - 18 42" 27"DIA - r _ 15° 4"BELOW FINISHED ^- p P r- Y one: (631) 589-6 53 . Fax: (631) 589-8705 . 6• AVEMENT ,s,.,,•, I 1.- E-mail: INFO@PWGROSSER.COM Q GRADE O ' CONCRETE p i FOOTING ; I REPAIR OR REPLACE SURFACE- "0 2112"SQ.SLEEVE :.. __......_.._...__..__....-----_[- 10' 10' ---! O 36. IN KIND ;;; ;;;' (:. :` 4,000 PSI 8 CONCRETE FOUNDATION 4 @ 2s DAYS CONSULTANTS 4,000 PSI @ 28 DAYS p 2" '`y'' 2112"SQ.SLEEVE . O ' DIRECT EMBEDMENT AS PER ?;l`;> :' %>y 3" --`--- -------- ---__... .__...- STRIPING DETAIL 7 %'' %:i;::', - / PARKING SCALE: NTS N.Y.S.D.O.T.REQUIREMENTS 6" 6' 6 : BLUE PAINT 1'_0" - VARIES SEE PLAN I HANDICAP SYMBOL TYPICAL TRAFFIC CONTROL SIGN DETAIL STOP SIGN DETAIL BOLLARD DETAIL SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS CURB SAWCUT EDGE OF EXISTING SIDEWALK TO (TYP) CONCRETE WALKWAY PAVEMENT SUB-BASE FILL WITH 112'PREFORMED f 1 PAVEMENT RAMP VARIES SIDEWALK BITUMINOUS MATERIAL " ,,.;, ., ,:,, � ,� ,, . 3 '/"WIDE FULL DEPTH CONTINUOUS A A r ,y : yy y V ;u Y'LIP EXPANSION JOINT BETWEEN CURB &CONCRETE PAVEMENT(TYP AT 6' FACE OF CURB 24"(TYP) 4. Y"EXP.JT, ALL EDGES OF RAMP) SECTION A-A FG 12 1 112" CONCRETE PAVEMENT w -" 5" (n . Vn� ,,.«rvw,u;"^elr'i SIDEWALK ,. LU w ,, g s . VARIES SIDEWALK a SIDEWALK VARIES WIDTH OF fs' {, _ i Cn "`�Krr:u,,,.;, ,.,w,n.,n,:.rv:�.,� ,"fYm;"•.r+,�^, r,�'-,� ti Jo`ly. r'Y _ I✓IP i .icel�,FaF 4'MAX. RAMP 4'MAX. % + R(/N DETECTABLE WARNING 4'MIN. , .y�+ II 'I I f_I J f I-I•I 6X6-W3XW3 WWF ��; STRIP(1 FT.x 1 FT TILES) "" ," '" '.'h VARIES I�- I I �2 CONTRACTION JOINT EXPANSION JOINT " (TYP) EVERY 4' EVERY 20, '" i�r.•..,n - SEE PLAN . 12 1 1 1( 2 6" +j=T-" COMPACTED AGGREGATE BASE \�. �--RAMPRUN --.,� PLAN %"EXP,JT. %"EXP.JT. COURSE , J NOTE: t s'"�uyr'sw,,nblemlXv�cnrrw^,w�:ar:aec,r SECTION 'AA' COMPACTED SUBGRADE LANDING ;";;' >, 1.12 ! DETAIL"A' 6"x 6"W2.9 DETAIL"B" STRIPING WIDTH TO R- - MATCH WIDTH OF `� SECTION B-B p x W2.9 W.W.F. WHITE PAINTED MARKING MAX 5' -- ?. CONCRETE TO BE 4,000 PSI @ 28 DAYS CONCRETE TO BE 4,000 PSI @ 28 DAYS ���' - CONCRETE WALK -.--- CAST-IN-PLACE CONCRETE W/ 4' - BROOM FINISH COMPACTED 5 POURED CONCRETEr .. i A LANDING SUBGRADE EJ CONCRETE WALKWAY :... t PLAN PAVEMENT SEE PLAN FOR ` Q CONCRETE 70 BE 4,000 PSI @ 28 DAYS ".':'_':'"` ^"" **arac rp. a. «•• r JOINT SPACING) SECTION A-A <;...:::... . ..:;... , o CONCRETE TO BE 4,000 PSI @ 28 DAYS A �� N TRANSITION FLARE-WALKWAY NOTES: 6'MIN. - F✓ PAVEMENT OR LAWN AREA,SEE 114"RADIUS =J� - - = 1, THE MINIMUM WIDTH OF A SIDE CURB RAMP SHALL BE FIVE FEET A :;::_,.. . .:::' =:_.; "_= 112" -• -- 114" / 1 6 v PLAN FOR SPECIFIC CONDITION. 1' - ,•;; 2. G AT THE TOP OF EACH CURB RAMP AND SHALL HAVE MINIMUM CLEAR DIMENSIONS A .., THERE SHALL BE A LANDING F� . OFA48"8Y 48"SQUARE. CURB _ t 121 MAX,SLOPE c o- ,-<x; 12a MAX SLOPE 3. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12(8.3%). t i //'/ 8.33°x.::..:. ,',::,'_...,i,�r;� ;'-<,?, 8.33/__ 1/2"WIDE FULL DEPTH RAMP 3. .- -- ` EJ ;,j.n a"`_ EJ CONTINUOUS EXPANSION 4. THE LENGTH OF THE FLARED SIDES SHALL BEAT LEAST TEN(10)TIMES THE CURB HEIGHT,MEASURED I P)J� ALONG THE CURB LINE. s' `7 BETWEEN CURB& / ' CONCRETE PAVEMENT(TYP AT 5. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE,FIRM AND SLIP RESISTANT. PROVIDE A COARSE 1 [ P\ V -= ALL EDGES OF RAMP) BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE OF CONCRETE RAMP SURFACES,EXCLUSIVE OF j �; CROSSWALK DETAIL I DETECTABLE WARNING FIELDS, j 6'MIN.TRANSITION TRANSITION CURB(TYP BOTH 6. RAMP TRANSITION BETWEEN WALKS,GUTTERS,OR STREET SHALL BE FLUSH AND FREE OF ABRUPT - - -- SCALE: NTS DETECTABLE WARNING STRIP CURB TYPICAL BOTH SIDES SIDES) VERTICAL CHANGES V"MAX,) ./ x FLUSH INTEGRAL CURB W/Y2" q. s 6 LIP L JOINT SEALER 7 PLAN VIEW PLAN DETECTABLE WARNING STRIP 1/2"PREMOULDED 7 DETAIL A EXPANSION MATERIAL DETAIL B 6 CONTRACTION JOINT EXPANSION JOINT 6' - - 5 SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK DETAIL FINISHED 3' �---' 4 SCALE: NTS SCALE: NTS SCALE: NTS GRADE 1" 5' I 3 1 2 SCALE: NT \ \ \ \ 13, -PROPOSED 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 2' I PAVEMENT Number Revision Description Revision Date Designed By Date Submitted 18' f _ TC 01/20/17 Drawn By Date Created #5 BAR TC 08/23/16 (CONTINUOUS) Approved By Scale - BG AS SHOWN R=1' Client' THE ENCLAVES DOME TOP I-- 8' -i 56655 ROUTE 25 TERMINAL POST 2,875" BLACK VINYL PRIVACY SLATS SOUTHOLD, NY O.D PIPE LINE POST 2.875"O.D.PIPE CONCRETE TO BE 4,000 PSI @ 28 DAYS Project j' TOP RAIL THROUGHOUT TOP,DIAGONAL, AND D. 1.66"O.D.PIPE LINE POST TIE 12"O.C.8 BOTTOM RAIL 1.66"O.D,PIPE BRA E R GAGE ALUM.(TYP.) CHAIN LINK FABRIC BRACE RAIL CHAIN LINK FABRIC BLACK VINYL 2:X6'GA.TYPE 1 MOUNTABLE CURB DETAIL Y RAIL TIE 18"0.C. TENSION BAR r-2:X6"GA,TYPE 1 ALUM.COATED PRIVACY SLATS ALUM.COATED SCALE: NTS hi :f TENSION BAND 12"O.C. 1.66" O.D.BRACE RAIL SITE PLAN BRACE BAND LINE POST LOOP TOP �f. - 'fi 2"ASPHALT CONCRETE TOP COURSE Ns" r TYPE 1A-ITEM 70B Project Address: PROVIDE JOINT SEALANT 4'ASPHALT CONCRETE BINDER COURSE i R=1-112• y, FINISHED 56655 ROUTE 25 nr mows k st I 8 °" / TYPE113 B-ITEM 51 FX(2 LIFTS) 6' -� GRADE ,;, <s, „ s• - E vARIEs SOUTHOLD I t ,; 6'STABILIZED SOIL AGGREGATE SUBBASE 8'-0" J PROPOSED SUFFOLK COUNTY,NTY NEW YORK x [ COURSE(RCA)-ITEM 4S 2" PAVEMENT MATCH EXISTING I , 1-112"TOP COURSE --- . 1 • C n Tax M Num r _._... I ou be. 2-112"BINDER COURSE l / N ap Contract Number 63- 3-15 %,; '. � \_ RegulatoryReference Num 3'-0"MIN, Number. �5 �•,•;;', -/_` •4 6'COMPACTED RCA I a \l I � , y�>P%�,. "�•� 4 _ - II I '' /`�i�;`.',,;, \, `,\i;,`\.`> •��)�� I 7rtkofDrawving: ! ( DOUBLE GATES I. ; - �;�a,;V, �:%/ %,,/,.,;., ,;�•" ,. -'`_�� I 318"(9.5 MM)DIA,f I 12' \` \\`;. COMPACTED SUB-GRADE #5 BAR 4 - .7 SECURED BY CHAIN ' � - (CONTINUOUS) TRUSS ROD 2"CLEARANCE T-0'MIN. TYP. \i`�/;COMPACTED SUBGRADE AND PAD LOCK F 1 BOTTOM SELVAGE ` /:. f TENSION WIRE " { EO REMAINXiSTING AND SUB-BASE TRUSS ROD TIGHTENER WITH 7 GA.TIE TO POST 112 TYP, DETAILS BRACE BAND 10'-0"MAX. POURED CONC. 10'-0"MAX. _j FOOTING(TYP.) ice— 8' -----�-` o TMP' CONCRETE TO BE 4,000 PSI @ 28 DAYS g ' CURB DETAIL CHAIN LINK FENCE DETAIL CHAIN LINK GATE DETAIL PAVEMENT PATCH DETAIL TYPICAL ASPHALT PAVING DETAIL SCALE: NTS Drawing Number. SCALE: NTS SCALE: NTS SCALE: NTSEW SCALE: NTS C =701 " N t lLl�( chi G •'�`� / XL•I, / ��rf Sheet of o APR 18 2017 ,N`tir '„ c ^fir 13 13 0 zs 5z '�,'•., tom,'(')r.:�'; ' PWGC Project Number, -' ui Southold Toy+n y. . .M. . . Unauthodzed alteration or addition z Planning Board to this drawing and related documentsAVG 1 601Lu is a violation of Section 7209 u o of the New Yak State Education Law o I DRAWN 8Y JM DA rF.• 07/08/16 CHECKED 8Y `JM ORAwNC No.: Main Rd 108 No.: Main Road SHEEr I OF 1 UNAUTHORIZED ALTERATION OR ADDITION NO. DATE DESCRIPTION BY TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED AV TO BE A VALID TRUE COPY. 30.24 GUARANTEES INDICATED HEREON SHALL RUN �� L'Ro ONLY TO THE PERSON FOR WHOM THE SURVEY 30 IS PREPARED, AND ON HIS BEHALF TO THE 31NID 30.39 TITLE COMPANY, GOVERNMENTAL AGENCY AND ISLA LENDING INSTITUTION LISTED HEREON, AND 31.72 i = TO THE ASSIGNEES OF THE LENDING INSTI- A' LV\I\®, 30.35 � ���.1` TUTION. GUARANTEES ARE NOT TRANSFERABLE. 32'� j000-63.03, N11o221t�0 ` ~- -`' 15 S.�•�' 3 �' �` / 33 WOODED AREA 30.36 31.20 .c0r-/ 30.33 / / ~ /i i / / / / X31.85 fence 30.31 -- // / ° 11 S / ` / / X31.72 F 33.74 ~ ~� 32 // 30.24 ,.• � // / / X32.34 X31.33 fence mQ ~ 'i /��! 34.18 / X33 13.6% Q ..b. 30.20 , /i/: / X 32.24 / \ 31 Q� V ~ /y� / 34 / / //fence W Q / 15.4'W /i s 33.94 / / / ✓5 30 ` / 743 33 ` 50' � \ / x32.29 fence c l 3a 32 ` / / / / 13.9'W p _ 33.78f / X33.13 ) ^/ I / fence P1'1 9.3'W�/ Q o/ 33 wood frame debris/ / / 31 / __ _ -- _ // 30 fence X29.74 7.9'W-' 220 1 32.81 710 X32.55 X32.10\ 0 32.45 S A \ 1 / 59 // X31.89 . 2 / / 30 ❑ \ / % \ 29 WOODED AREA / \ / X31.69 / / /29/ fence X32.51 / / 6.9'W� 1 / x31.91 / X32.21 X31.60 / / 28 X28.23 (8.4-W ` X27.89 fence J0.6'W V/o X29.56 / / fe.cor - X32.09 / / x31.,s 10.3'W 32 4.2'E x31.63 WOODEDAR // J/ 27.70 X27.35 / ° GENERAL LINE X3144 / / / I / X29.68 / / ^ OF BOAT STORAGE 28.03 fence/-\ ^ AREA \ / 8.9'W )<27.38 / °• 31.22 X30.91 31 x27.21 X ' / " / / / / Z n F X31.23 / X28.88 WOODED AREA X30.611 r^r1 m Qc z X27.48 X27.57 ""1 C V /I -0 � d Q -� O _ 7Cl�30 / fence /27 4.2'W Q o Q p B.2'E / 29 / 28 m fe.cor A r W X30.77 / 3.4''W/ X27.90 S � �a FT, G6 X30.73 APER 294'202 ° -� X27.09 �°-°• 28 - fe.cor � d y X3 p� 6, 7,V PUS // I 3.3' C3� / mss' X30.41 I X30.31 /// X29.56 x26.63 O(1 y � // frame Q x28,k7 / past r'.) .�„1 X26.57 / fence�I 0028 / / X27.27 3.0'W p /70 frame R post X26.48 X26.84 27 OO X29.92 X29.56 / I X27.71 I 1 X27.4529 �0 1 r�ckade fence X26.21 x26.68 � \ 3.1 W st _ /28 / 11.8'E \ /l S.C.T.M. NO. 9000-63-03- z / / / / X26.74 97.2 Z d X29.22 / X28.59 / Z / X27.15 / 27 WOODED AREA 26 o Q a z 26 26.61 ' r1-1 N 29 // / // I X26.50 1 C Q WOODED AREA / / \ x26.49 70 CONCRETt 0 C GENERAL LINE I // II X26.04 MONUMENT OF BOAT STORAGE / / X26.91 \ / = AREA / / X27.88 / X26.25 I \ 6.2'W ( ❑ ❑ p CHAINy uND OZFENCE / / ° o_o °-" // E / // \\ WOOD POSTS X26.28 1 I WITH NETTING / 25.97 X26.18 ❑ \a J a � 3.4'W � hedge row 27.07 / 28 / 13.4'E �>C/ X26.36 x'7-1 26.01 \\ X26.22 25.72 \\ O X 26.24 'Z of / � O I / X26.36 / 1 WOODED AREA \ 9 STORY FRAME 0 � � o m Q I / x25.77 X25.86 / GARAGE X27.24 / X26.18 / 18 maple 17'1 rM Q 7.0'E i / / 14 cedar X26.50 / / 18.3 •� Q 28 I 27 / 26 �� N 36 oak Np p %^ 26 L N 7 fence end 0.4'N CONCRETE / shed car 26.38 28.5 H'1 2.0'N fence MONUMENT i// 0.2 n 70/ 1.3'S 18 white birch ly fence 7 I 20 beech cluster 18.3 16 cedar 26 IV of pavement '° / shed or 26.03 / edge ° I Q � .i 0.2'E fe.cor ) V wood / on line 24.833 X 25.67 \ fence "/ cont SHED C METAL cover 1 asphalt p I / 0.1S UTILITY 90'10' 103.00 Pavement p 18 white birch \ 26 frame SHED IIIA/ \ - _shed / "X25.81' vy 1 5£7058'50"W 535°14'40 > 18 spruce -0 d 22 white birch av 111+1 BUILDING /J a C COR. 8.2'W walkFI-4-21 � a 0 Q m 2 STORY FRAME \ < .'25,82, S.C.T M. NO. Z BUILDING a Z Z L 1 fence 1,I)6No from e 1000-63-03-16 v shed BUILDING 3.1'E slate OCOR. 8.4'W / 14.2 walk\\ Q �.1 C. 0 ti ° slate \ Q Z n C ❑ STOCKADE 20A, 7.7 walk IM f I FENCE m I' �1 'M /1 ❑ 8 n'1 70 O o well .❑ aspEP halt .8 / s 7.8 / a Q M m pavement 0.8'W �- 2.7'E 2 STORY FRAME \ ' 6.3 ,/ 26 fence 8.7 a C o RESIDENCE 26 w , 25.55 K ` 25.51ON a�0.8'W$.�.TM. N0. 25.13S.C.T.M. NO. x I�O 3.1 27.50 / -4-9x.6' 1000-63-0342 1000-63-0343 25 'P. 2.9 374 a 25.26Jz�831.0 S.C.T.M. NO. vpOO 1000-63-03-14 p frame sign Posts 22� \ slate 22.T walnut 25.95 - .26 londin� 24 walnut 25.69 26 walnut 25.26 - - utility Pole - 25..5 / EP 1.2'W 18 walnut utility Pole \ ^ 25.52 - Brant 25.69 - 25.53 concrete sidewalk fire by / 25 25 1W 25.63 _ 25.35 WHITE TRAFFIC LINE 25.89 _ catch 25.31 25.39 / 25.31 _ _ - - WV. 25.28 basin 25.70 TRAFFIC LINES y ole _ - - 25.00 25.68 DOUBLE YELLOW 26.16 unlit P catch 25.04 }}�� r 25.61 as halt curb _ _ _ - - basin WHITE TRAFFIC LINE 25'5�roUNV LAN 26.03 25.82 catch 25.37 YYVVC halt 2594 WHITE TRAFFIC LINE 2g•51 basin25.83 asP 25.85 25.77 pavement ...1 DOUBLE YELLOW TRAFFIC LINES 25 53 EASTBOUND LANE 25.72 26.00 Q TRAFFIC LINE utility 25.66 26.04 WHITE 25,59 SIGN CURBING pole � 25.87 25.94 � ,Z white lines utility 25.38 CONCRETE �cp, 25.77 SIGN catch end of \ 25 58 basin 25.86 \\ basin pale drop curb SIGN M1 utility catch 28,46 pole II.r�`i• U drop curbs i walk 191'3 Q basin ROAD 58400415025.42 11W 70 catchMAI APR 18 2017 basin O C ` c ROUTE 2g Southold Town nZ-1 � N J J � TOPOGRAPHICAL Planning Board SURVEY OF PROPERTY SITUATED IN I 1 SOUTHOLD K LAND SURVEYING ti TOWN OF SOUTfiIOLD SUFFOLK COUNTY, N.Y. 4 SUBDIVISIONS "'"_: _�'��d y , S.C.T.M. N0. 1000-63-03-15 TITLE & MORTGAGE SURVEYS _ TONOGPRAPHIC LAN ERSURVEYS SCALA 1" = 40' JULY 71 2096 SITE PLANS GRAPHIC SCALE JOHN MINTO, L.S. PHONE: (631) 724-4832 40 0 20 40 80 160 LICENSED PROFESSIONALLAND SURVEYOR NEW YORK STATE LIC. NO. 49866 FAX: (631) 724-54553 93 SMITHTOWN BOULEVARD SMITHTOWN NY 11787 ( IN FEET 1 inch = 40 ft.