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HomeMy WebLinkAbout01/10/2024 NotesCivil Site Notes Civil Site Sanitary Calculations General Utilities ALLOWABLE SANITARY DENSITY FLOW 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 ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIEDay, •' to 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE 6.75 ACRES X 600 GPD/ACRE=4,050 GPD 2/ SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITIES,NOR DOES IT !2 /3 12 * •_ ��'t, !•'•..M COV P • ' . fie `J ! � tlf`` GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN PROPOSED SANITARY DENSITY FLOW * * ,,•d'e '.• •, ° r 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWA LKS,AND WALKWAYS SHALL BE CONSTRUCTED IN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL •• ����• Hash, ��• ; ! CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND ELEVATIONS OF THE POINTS OF CONNECTIONS 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD ., -�-�- •°• ---- •_ y "��••f vr� , Shiloh rnO4'? I� Z -✓ EN .\ ! AND REGULATIONS(WHICH ARE MOST STRINGENT). TO EXISITING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES •. •�. • •• I A� Ch1�' : 2C . '•R, / '' AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GPD ■ ' G o �° h •• • , �• •' c •�•. _ y �� Strategic Environmental and Engineering Solutions 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, 100 SEATS EVENT SPACE X 5 GPD/SEAT =500 GPD rjy% , • .�.~�\�� )�//� $ ••• .•• j •■ - vr� �j PAVEMENTS,WALKS,ETC.)SHALL RECIEVE 6 INCHES LOAM AND SEED. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING CONDITIONS TOTAL SANITARY FLOW =7,840 GPD �/`C� I� ••� 16 .-.,� �.� _ a _ -'y.� i+�( < P.W. GROSSER CONSULTING ENGINEER DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE LOCATION, ��Fcy /. •, °~•.• ,- �!' ajY ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE `•• �•♦• ' .• C> z ' o W ■ P.C. 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 5. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) cc , `pp� ,\ .• _ ! ! E LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING HAS BEEN PROVIDED. y'tio •.• . a ��' �� du L RIGHTS-OF-WAY SHALL CONFORM TO THE �L�, _ STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE �sE •� f�• ,• %��- �_� 4� tl �) MAY BE WARRANTED TO RESOLVE THE CONFLICT. PROPOSED RESTAURANT-GREASE TRAP SIZING 0' �^RoOp Jam° a, O o .�� 630 Johnson Avenue. . Suite 7 6. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND 32�-;-; ° o • Bohemia . NY . 11716-2618 APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH THE WORK 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH PROPOSED 74 SEATS RESTAURANT �\ • �� •a :- 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. Oil •• • • rv��m \ o • E-mail: INFO@PWGROSSER.COM CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT APPROPRIATE PERMITS. / 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC AND KITCHEN FLOW=20 GPD/SEAT X 74 SEATS= 1,480 GPD 7. TRAFFIC SIGNAGE AND PAVEMENIT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS ARE APPROXIMATE AND SHALL BE o° o ' ,••, ••.• • �j (�r6 •.; % a a 3 CONSULTANTS SELEPHO TAU FOLLOWS: '• • 48 ! •�• •'e •.•- - -✓ -`• - L 4! - CONTROL DEVICES. PROPOSED 100 SEATS EVENT SPACE Q, rl «� 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL A. PAVEMENT AND CONCRETE SURFACES: FLUSH r _-- •- •' ■ - • /0 BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS=250 GPD ° �1• - -' •o •' ' �, v _ dd8 B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 9. IN THE EVENT THAT THE SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE TOTAL KITCHEN FLOW: 1,480 GPD+250 GPD=1,730 GPD ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY,OR C. LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INCH ABOVE SURROUNDING a '� v •,I•: �✓ ° °� , •' OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AREA AND TAPER EARTH TO RIM ELEVATION. GREASE TRAP(GS-1)DESIGN °' °• r' , y q �,� •• r •.' * 6 AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE ;a •. :�• •� •• ° Se APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE REQUIRED: 1,480 GPD X 1 DAY=1,480 GPD °•^` ` •+•^„ • �', 0 10 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. ° ,t 'i PROVIDED: (1)8'DIA.x 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) ♦ . `' c .'•• _ 3 11. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE GREASE TRAP(GS-2) DESIGN Q BeIXedon ADDITIONAL COST TO OWNER. RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE ALARM, `�/ • o ,q P�ti /• 62� •Estates� AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES ���'' ��� * _ • '• °. 12. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE COMPANY. REQUIRED: 250 GPD X 1 DAY-250 GPD q/ :Sou t 0 d IMPACTS TO OFF-SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT NO ° •• / COST TO OWNER. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: • 909 PROVIDED: (1)8'DIA.x 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) 13. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 A. WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE(CLDI) > ` 9 I e LES. STP DESIGN FLOW /Q ��9N SM 3' \ �9 3 14 B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC) 14. ALL CURBS WILL BE MOUNTABLE. PROPOSED RESTAURANT DESIGN FLOW C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE(RCP) SIT 15. IRRIGATION PERIOD WILL BE 16 WEEKS AS PER THE TOWN PLANNING BOARD CONDITIONS. 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, 74 SEATS X 30 GPD/SEAT=2,220 GPD '• '> �'•� qo� M s \11 INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, f' ''Z •O - 5 16. WILDLIFE SWEEPS FOR EASTERN BOX TURTLES AND/OR NORTHERN LONG EARED BAT CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH S/� J ram\ ` T t� DURING CONSTRUCTION PHASING. CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON PROPOSED 44 UNIT HOTEL '� �� yr Cllarina S E li l L' R \ THE DRAWINGS. Southold y ��' `` \V� 9`y Harpers 23 TIC ERSIGNF,D,PURSUANT TO SOUTHOLD TOWN CODE SECTION 150 GPD/UNIT X 44 UNITS=6,600 GPD $ ��Iigh Sch � � ���`-- Pt 3 Civil Site Notes9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S RiFy 24 284131 ,ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN REQUIREMENTS. PROPOSED EVENT SPACE DESIGN FLOW ` �F (��^ AIRR AL SET FORTH IN THE RESOLUTION OF APPROVAL BATED ° 4 Southold f /20;�AREAC EPT (SnQEECU I[IONSO R 'OLUTIOn Grading and Drainage Notes 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY THE e� � MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL 100 SEATS X 7.5 GPD/SEAT=750 GPD - pGk D P T NA tqE - 34 STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM DIAMETER SHALL BE �-1 UtZy /7 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND 5 FEET. REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+750 GPD=9,570 GPD •• o Marina cf ��V �r TT J�� SPECIFICATIONS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY HEALTH DEPARTMENT,SUFFOLK COUNTY � S ® V 1 A 7 i%ED SIGNATURE TITLE DATE DEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION,AS W l low H I u•//7 C • y p7 K _J� 6 4 A P APPLICABALE. Cem/ �F a __-- 3 P HO'ED BY LEACHING POOL DESIGN - TOWN OF SOL�I'Ho rzNG BOARD Utility Information -�� �,� , D� �� 2. UTLITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLE '�M• -� �f REQUIRED: 9,570 GPD/5 GPD/SF= 1,914 SF 20 ., RECORDS. THE CONTRACTOR SMALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING SERVICE OPERATING AUTHORITY �� �' CS • - i 1 U �- WORK. CARE SHOULD BE TAKEN NOT TO DISTURB EXISTING UTILITIES AND SERVICE CONNECTIONS(OR r`5�9 - �1 •./� •• •• .�q * C i.RP£kSUN S!G\A7't'Rl DATE PORTIONS THEREOF)TO REMAIN. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ABANDONED PROVIDED: NEW LEACHING POOLS .• /y a2 r- UTILITY SERVICE CONNECTIONS AND INSTALLATION OF NEW SERVICE CONNECTIONS AND SHALL ELECTRIC PSE&G 10'DIA. LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) o '. of - �ti6e�� •,• ',• - y *"'° `�,■. • a NUTS. RPPr site denMpineut plan shall be ra1W for Period•f elBhteen(I 0 - - maonths the date of COORDINATE WORK WITH THE APPROPRIATE UTILITY COMPANY. 1,914 SF/31.4 SF/LF =60.95 LF •• •^ • ��� • . approval per code�ecuao 2a�•132A, WATER SUFFOLK COUNTY WATER AUTHORITY FIVE(5)OF 10'DIA.BY 13'EFF.DEPTH LEACHING POOLS °•' • "' G ' •' • • �• : fir 3. REMOVAL OF EXISTING STRUCTURES,INCLUDING BUILDINGS,DRAINAGE SYSTEMS AND OTHER STRUCTURES, TELEPHONE VERIZON c '�:, • • •, "1C7 .•• $ •° , p IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN OF SOUTHOLD AND APPLICABLE 65 VLF PROVIDED; • �.. ,,. COUNTY STATE AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS SANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES `• / Q} ! (w( • . t • ♦ • ♦ •• • • t • 1• ` °`• _f 'R+,`..r+W r _ it t,,.--T.___. .33s FOR DEMOLITION AND DISPOSAL.OF EXISTING STRUCTURES AND MATERIALS. GAS NATIONAL GRID 4. ALL STRUCTURES TO BE REMOVED(FOUNDATIONS,CONCTRETE SLABS,DRAINAGE STRUCTURES,ETC.) ' SITE LOCATION MAP RECEIVED SHALL BE REPLACED WITH CLEAN,GRANULAR MATERIAL,COMPACTED TO 95%STANDARD PROCTOR DENSITY. SCALE: NTS y 11 10S CT 1 7 2023 10 REVISED PER NYSDOT COMMENTS 02/03/2023 5. ALL PAVEMENT TO BE REMOVED OR REPLACED SHALL BE SAWCUT. T� O I DWn 9 REVISED PER TOWN COMMENTS 2/21/2022 8 REVISED PER TOWN COMMENTS 2/05/2022 6. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES Civil Site Notes Planning Board 7 REVISED PER TOWN COMMENTS 1/23/2022 DURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCE No. TAG TITLE 6 REVISED PER NYSDOT COMMENTS 09/15/2022 WITH THE N.Y.S.MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. Erosion Control 1. C-001 SITE PLAN GENERAL NOTES 5 REVISED PER TOWN COMMENTS 02/15/2022 7. EXCEPT WHERE OTHERWISE NOTED,WHERE NEW CONCRETE CURBING AND CURBED ISLANDS ARE -- 2. C-002 SITE PLAN LEGEND 4 REVISED PER CLIENT'S REQUEST 02/18/2021 PROPOSED,THE BOTTOM OF CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENT 3. C-100 PROPOSED SITE PLAN,TRAFFIC CONTROL 1 ,„ ,gv 3 ADDRESSED COMMENTS DATED 1219119 04/08/2020 ELEVATION. THE TOP OF CURB SHALL BE CALCULATED 6"ABOVE THE EXISTING PAVEMENT ELEVATION. 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE AND PARKING PLAN ` •s r, - I 1 2 ADDRESSED DEIS COMMENTS 07/17/2019 PAVEMENT AROUND THE PERIMETER OF EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPED AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED 4. C-101 PROPOSED SITE CIRCULATION PLAN >' " fi 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 2 _ AGAINST OR NEAR THE CURB,AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSED IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. AND DETAILS r - .. t >.. y *' •r{ Number Revision Descdption Revision Date DOWNSTREAM INLET. EXISTING PAVEMENT SHALL BE SAWCUT AT THE LOCATION OF THE PROPOSED CURB. 5. C-102A1 PROPOSED SITE CIRCULATION PLAN . "`T•+ p BACKFILL AROUND THE THE COMPLETED ISLAND SHALL BE CLEAN,GRANULAR FILL COMPACTED TO 95% 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES,AND REMOVE SEDIMENT AND DETAILS ♦. THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF 6. C-102A2 PROPOSED SITE CIRCULATION PLAN .' 9 m Y Date Submitted STANDARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTING � .t , ,. Desi ne SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND AND DETAILS yl '` ` �.; } ` B PAVEMENT TO REMAIN. ALL SAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EXISTING TC Ol/20/17 PAVEMENT TO REMAIN. PROTECTED AREAS. 7. C-103 PROPOSED SITE CIRCULATION PLAN :t Drawn Bty TC/LT Date Created 08/23/16 AND DETAILS Approverd By Scale ALL EXISTING CATCH BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETION 3. CONTRACTOR SHLL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION 8. C-104 WORK ZONE TRAFFIC CONTROL PLAN 8. L Y t . BG AS SHOWN OF CONSTRUCTION. SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION IS CAUSED BY 9. C-200 PROPOSED SITE DRAINAGE AND GRADING PLA � r.- � �. Client WATER,WIND,OR DIRECT DEPOSIT. 10. C-201 PROPOSED SITE DRAINAGE AND GRADING PLA C-202 BORING PLAN AND BORING " T . ° . THE ENCLAVES 9. THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS BEFORE EXCAVATION,CUTTING, 11. %� REMOVING,OR TAPPING INTO ANY EXISTING UTILITY SERVICE. THE TOWN OF SOUTHOLD SHALL BE NOTIFIED 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED 12. C-300 SEDIMENT AND EROSION CONTROL PLAN 56655 ROUTE 25 FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT 13. C-301 SEDIMENT AND EROSION CONTROL DETAILS '� 48 HOURS BEFORE ANY SITE WORK IS BEGUN. EROSION. 14. C-302 NYSDOT DETAILS ° r " - SOUTHOLD, NY 1 PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE WITH COORDINATION WITH THE APPROPRIATE 15. C-400 LANDSCAPE PLAN AND DETAILS "�" Project: 0. 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, 16. C-500 SITE LIGHTING AND DETAILS ELECTRIC AND TELECOMMUNICATION COMPANIES. GAS AND ELECTRIC SERVICE CONNECTIONS AND/OR ' x " SERVICE ABANDONMENTS SHALL BE COORDINATED WITH LIPA I NATIONAL GRID. WHERE FEASIBLE, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND 17. C-501 SITE LIGHTING AND DETAILS PROPOSED ELECTRICAL WIRING SHALL BE UNDERGROUND. DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. 18. C-600 PROPOSED SITE LAYOUT AND UTILITIES PLAN 19. C-601 PROPOSED SITE LAYOUT AND UTILITIES PLAN r, 11. ALL CONNECTING DRAINAGE PIPING SHALL BE 12"RCP UNLESS OTHERWISE SHOWN ON THE PLAN. 20. C-602 PROPOSED SITE LAYOUT AND UTILITIES PLAN 21. C-700 SITE DETAILS •;, :�, , + „. � E PLAN 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE 22. C-701 SITE DETAILS N DISPOSED OF IN ACCORDANCE IVITH LOCAL TOWN,COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE 23. C-800 DETAILS • , 1 24. C-800 IRRIGAITON PLAN , CODES. Property I R 13. ALL SANITARY SEWER PIPING SHALL BE DR-18 PVC OR EQUAL UNLESS OTHERWISE NOTED ON THE PLAN. ' �« + { ¢ Project Address: WHERE SEWER PIPE COVER IS LESS THAN 4' ",DUCTILE IRON PIPE IS REQUIRED. t '" '' I 56655 ROUTE 25 -0 ' rt �, 14. REFER TO LIPA STANDARD SHEETS FOR PROTECTIVE BOLLARD SIZES,REQUIRED SETBACKS AND OTHER SITE: THE ENCLAVES f J - SOUTHOLD DIMENSIONS AT TRANSFORMER AND GENERATOR PADS. 56655 ROUTE 25 �� � ,: _ . .: °�.�- SUFFOLK COUNTY, NEW YORK � = SOUTHOLD,NY S` ' 1 - County Tax Map Number: Contract Number: 15. WATER MAIN TAPS,INCLUDING TAPPING PERMITS AND FEES,METER REQUIREMENTS,ETC.,SHALL BE 4 .r _ COORDINATED WITH THE SUFFOLK COUNTY WATER AUTHORITY. g� a , 1 - �.•.,, s, tyr ,- , -- - ., Regulatory Reference Number:00 A " .� .. �' � 0-63-3 15 SCTM#: 1000-03-3-15 _ 16. EXISTING WATER,SEWER AND OTHER CASTINGS DISTURBED DURING WORK SHALL BE ADJUSTED TO GRADE LOT AREA: 6.75 ACRES ti J;. d � ��-��. Tide of Drawing: AS REQUIRED. ► 17. ALL PROPOSED DRYWELLS SHALL BE PRECAST,WITH PRECAST OPENINGS FOR DRAINAGE PIPE AND SHALL ZONE: HB- HAMLET BUSINESS �.' • �l ■ �� '' �r �, " <' CONFORM TO SUFFOLK COUNTY STANDARDS. REQUIRED PROPOSED PROPOSED W/EVENT SPACE „ ' sw J.l,� r,+ ,y • I F SITE LA 3 MIN.LOT SIZE 20,000 SO.FT. 294,202 SO.FT. 294,202 SQ.FT APPROVAL I 1 1 MIN.LOT WIDTH 60' 190.66' 190.66' ,. MIN.LOT DEPTH 100' 928.03' 928.03' t ,` I _ GENERAL NOTES MIN.FRONT YARD 15' 17.16' 17.16' MIN.SIDE YARD 10, 32.0' 32.0' �+ • <": �. T u r R„ , - MIN.BOTH SIDE YARDS 25' 80.66' 80.66' MIN.REAR YARD 25' 153.83' 153.83' _ MIN.LANDSCAPE AREA 25% 58.62% 56.3% _ �'�/ ` A �. '•' Fri , � MAX.LOT COVERAGE 40% 16.3% 18.6% //! \• � • MAXIMUM HEIGHT 35' 32.93' 32.93' "'? - _ • ll ? Drawing Number: o • MAX.NUMBER OF STORIES 2 STORIES 2 STORIES 2 STORIES - r"' T u y.` `�Or NEW y U PINGC MIN.BUFFER AREA ALL YARDS 15' r q �P DREW Survey Notes C =0 0 1 200' RADIUS USE MAP r = Sheet of SCALE: NTS N urvey Notes r�� /092523 1 24 ES SIO PWGC Project Number: 1. SURVEY PREPARED BY JOHN MINTO SURVEYOR,93 SMITHTOWN BOULEVARD,SMITHTOWN,NY w w Unauthorized alteration or addition to z C DATED:MARCH 28,2006-LAST UPDATED:JULY 6,2015 NYSDOT CASE NUMBER 97500 sdrawingandrelateddocuments AVG1601 s a violation of Section 7209 LL Qo of the New York State Education Law � ~o a d 1 F Existing Proposed Notes Existing Proposed Notes Existing Proposed Notes Existing Proposed Notes Political and Property Boundaries Topographic Features Utility Features •Y , 6"RD -- - - --- - - --- - — PROPERTY LINE;RIGHT-OF-WAY LINE — — 14 14 MINOR CONTOURS -...... RD --- - --- ROOF DRAINAGE BC BC BOTTOM OF CURB 15"D 15"D INTERIOR PROPERTY LINE ................ ------- 20 - 20 MAJOR CONTOURS •• - - =M DRAINAGE BW BW BOTTOM OF WALL -------- -------- BUILDING SETBACK LINE - - -- -- - - RIDGELINE -- ---•----•- UD --•----------------- LID UNDERDRAINAGE R I D G E L I N E CATV CAN CABLE TELEVISION Strategic Environmental and Engineering Solutions — EASEMENT TOP OF SLOPE TOP OF SLOPE FD FD FRENCH DRAINAGE CB CB CATCH BASIN WETLAND FLAGGING BOTTOM OF SLOPE BOTTOM OF SLOPE ----...-................. 6•S ..-_................-......... 6"S SANITARY SEWERAGE co CO CLEANOUT F LIMITS OF CONSTRUCTION/DISTURBANCE FM FM FORCE MAIN 9. , ® ® ® P ■ EL,123.45 + EL,123.45 EL.123.45 + EL.123.45 SPOT ELEVATION D D DRAINAGE • t —- - --— MATCHLINE ..... ........................W . . . .... ...... 12"W WATER MAIN DMH DMH DRAINAGE MANHOLE TC 123.45_ TC 123.45 630 Johnson Avenue. . Suite 7 BC 122.95 BC 122.95 TOP and BOTTOM of CURB ELEVATION 2"Di='� 2"DW DOMESTIC WATER SERVICE Curb and Pavement � DW DW DRYWELL Bohemia - NY . 11716-2618 ---•-----...... 6"FP-......................-- 6"FP FIRE PROTECTION SERVICE Phone: (631) 589-6353 - Fax: (631) 589-8705 TW 1 TW 123.45 TOP and BOTTOM of WALL ELEVATION EBX EBX ELECTRIC BOX CONCRETE CURB TO BE REMOVED BUJ11145 3.45 BW113.45 G G NATURAL GAS E-mail: INFO@PWGROSSER.COM CONCRETECURB .......................... OE ........ . OE OVERHEAD WIRE ENIH EMH ELECTRIC MANHOLE CONSULTANTS PAVEMENT TO BE REMOVED Drainage Elements E - E ELECTRIC POWERLINE EX EX EXISTING - zz '/z EDGE OF PAVEMENT EXDW A-1 DW A-1 --------- - T ---- ------------ T TELECOMMUNICATION FA FA FIRE ALARM DRAINAGE STRUCTURE LABEL RIM 135.43A3(N) RIM 135.43.43 FOG FOC FIBER OPTIC CABLE FD FD FRENCH DRAIN -------- SAWCUT LINE INV 130.43(P3) INV 130.43(N) NEW PAVEMENT 1111111111111 TRENCH DRAIN _..................... .. CATV---...... CATV CABLE TELEVISION FM FM FORCE MAIN FA FA FIRE ALARM FOC FOC FIBER OPITIC CABLE ...........TRF...............-.......-................ TRF TRAFFICWIRING FP FP � t ..... Q O DRAINAGE MANHOLE with GRATE INLET FIRE PROTECTION SERVICE HEAVY DUTY PAVEMENT I{YE) WYL FIRE HYDRANT G G GAS Building and Elements J D DA H ® @) DRAINAGE MANHOLE with SOLID COVER U WV WV DQ WATER VALVE GV GV GAS VALVE GV HYD HYD HYDRANT BUILDING TO BE REMOVED T- [-� ® FIT CATCH BASIN with CURB INLET O GV D4 GAS VALVE (: ) I J ICV ICV IRRIGATION CONTROL VALVE (Y CFI E"Ff1 EMH BUILDING �'"-'� 0O ELECTRIC MANHOLE INV INV INVERT { ) O O DRYWELL with GRATE INLET LA LANDSCAPE -O- UTILITY POLE �` rl r , CONCRETE TO BE REMOVED LP LIGHT POLE LP LP LIGHT POLE L - - - - - - J °Rf? oRD ROOF DRAIN tvtON MON MONUMENT CONCRETE and CONCRETE WALK ; ® B DRYWELL with SOLID COVER P P O POST OHW OHW OVERHEAD WIRE RD RD ROOF DRAIN SIGN a ENT OHD BUILDING ENTRANCE and OVERHEAD DOOR / \ f RIN' RIM RIM ELEVATION 1 @'IPF @ IPF IRON PIPE SANITARY I SEWER 0 0 Z MON MON DRYWELLwithBURlf_DCONCRETECOVER S S O BOLLARD PROTECTION CONCRETE MONUMENT SMH SMH SANITARY/SEWER MANHOLE CIRF CIRF SPK SPK r t r DRYWELL with CURB INLET @ CAPPED IRON ROD SPRINKLER HEAD Fence and Property Features �( i C�f ® \y,iRF @IRF IRON R T T TELEPHONE 10 OD X CHAIN LINK FENCE �}CIRS @ CIRS CAPPED IRON ROD SET TC TC TOP OF CURB 0...........-....•.........p...._..................D..---...........•..... STOCKADE FENCE TMH TMH TELEPHONE MANHOLE TRANS TRANS -< - FENCE(OTHER) -20 SOIL BORING TRANSFORMER RETAINING WALL Sanitary Sewer Facilities 0 TMH O TMH TELEPHONE MANHOLE TSB TSB TRAFFIC SIGNAL BOX TREE LINE EXLP A-1 LP A-1 SANITARY SEWER STRUCTURE LABEL TSP TSP TRAFFIC SIGNAL POLE RIfal'i ,43 \ RIM 135.43 (-f TP----------- - - -- ---- ❑ TP TELEPHONE PEDESTAL -- --- - - - EDGE of WATER LINE/HIGH WATER INV 130.43(N) INV 130.43(N) TW TW TOP OF WALL X(X TRANS ❑ TRANS TRANSFORMER aC0 UD LID UNDER DRAINAGE C t J CLEAN OUT 0, TSP O TSP TRAFFIC SIGNAL POLE W W WATER (_ ❑TSB ❑TSB TRAFFIC SIGNAL BOX WV WV WATER VALVE " l� J ® O SANITARY SEWER MANHOLE 11 �^'� `�,M H 10 EBX ❑EBX ELECTRIC BOX VIF VERIFY IN FIELD 8 REVISED PER NYSDOT COMMENTS 02/03/2023 t ,� C7 7 REVISED PER TOWN COMMENTS 12/21/2022 IRRIGATION CONTROL VALVE 6 REVISED PER TOWN COMMENTS 11/23/2022 LEACHING 5 REVISED PER NYSDOT COMMENTS 09/15/2022 / c 4 REVISED PER TOWN COMMENTS 02/15/2022 V/0V p K O SPK SPRINKER HEAD 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date SEPTIC TANK with COVERS TO GRADE Designed By Date Submitted TC 01/20/17 Drawn By Date Created TC/LT 08/23/16 11 rpZ:"4 GREASE TRAP with COVERS TO GRADE Approved By ScaleBG AS SHOWN Client.' THE ENCLAVES RUN LEACHING POOL with BURIED CONC.COVER 56655 ROUTE 25 (3 SOUTHOLD, NY Project n ;•J'{ SEPTIC TANK with BURIED CONC.COVER - '` SITE PLAN E- EIVED 0 C T 17 2023 Project Address: 56655 ROUTE 25 Southold Town SOUTHOLD Planning Board SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contract Number: 1000-63-3-15 APPROVED BY Regulatory Reference Number: - Tille of Drawing: PLANINING BARD TOM of sQUTHoL® SITE PLAN DATE 1 o Z02J LEGEND � a W s PEE OF NEW ro . Drawing Number. C-) P�OREw w * �Q c * ® a � om � E > Sheet of So FAA 092 3 2 24 1 a zSS`O PWGC Project Number, ui w Unauthorized alteration or addition AVG 1601 Z to this drawing and related documents w NYSDOT CASE NUMBER 97500 is a violation of Section7209 of the New York State Education Law o 3 a a V. RES­�NCE it LAND NOW OR FOR."ERLY OF 0 -L • TOWN HARBOR ANTHO' IY F0RG!O!`,;: LL=, LANE 1`10. 10!)3-63-01%1T3 V '�OVED.CONNECTED TO PUBLIC WATER`IMPI- 6 LAND NOW OR FOR.f.,ERL.Y OF NYSDOT ROW MARKER 0 VINCENT DOLOMITE 8 ILE1",4P�DOLOP,';.!TE S,1`1T.K NO. 1000,63-03-16 C) (!It.7RO'VED.CON!"41ECTED TO PUBLIC WATER) PROPOSED PERVIOUS&C311 NO. 100C C",'3-03A7.4 PROPO S PROPOSED 6.5' LAND NOW OR FOR`,`7RL'YOF C) N VALERIE M.-SCOPP2 RESTAURAN-TP-ARKIN-G HIGH STOCKADE (IMPROVED, CONNECTED TO PUBLIC ViATER) 50'TURNING RADIUS REMOVE :2� 1 WOOD POSTS (GRASS) >_ FENCE EXISTING 0 -1 . 0 WITH NETTING RESTAURANT AND 9 PROPOSED 6.5'HIGH LINE OF EXISTING EXISTING 1 STORY FRAME I__1..7 FENCE 0 Uj Strategic Environmental and Engineering Solutions STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED AND ENCLAVES(HOTEL) PROPOSED 6.5'HIGH )OL z"I F*_­ 11 SIGN(SEE -WOODEN STOCKADE FENCE REMOVE PROPOSED 65 a: REMOVED EO(SEE SIGN INCORPORATED INTO MAIN HIGH REMOVE EXISTING STOCKADE 0 z RELOCATE EXISTING 1 STRUCTURE ARCHITECTURAL W1 ACOUSTIC BARRIER Ci SCHEDULE FENCE STORYFRAME PROPOSED PROPOSED ? PLANS) FIRE oo, EXISTING HYDRANT (n FENCE 26 THIS SHEET) -L:NL,t CART PATH a rf - - - GARAGE TO REMAIN 310.00, NYSDOT TYPE 3 128 S07-44'4U--t 1 28 OW 1 28 DRIVEWAY ENTRANCE 32 PROPOSED 29 SIGN wAlk 30 S07*3TIO"E 2E 2,3,i 50'TURNING RADIUS T MARKNGS -0 11 VY=l I=1 Vy=I vu ritzi ,li-,I - Ar. �0 < 622.78' 00000 PAVEMENT ITEM 609.0401 T ........ ....... n 0 6; DRIVEWAY REPURPOSED A .. .... IRRIGATION WELL LL C14 ....... ......... EXISTING WELL Phone: (631) 589-6353 Fax: (631) 589-8705 vi . ........... I J!" 630 Johnson Avenue. . Suite 7 NEW v, Bohemia . NY. 11716-2618 Ipw 20' cy �D T lit < E-mail: INFO@PWGROSSER.COM U U U U ........ 601-01 EXISTING TO BE 0 Ci RFUnVF - R28' .........:.:.b. __-'SUPERPAVE'WARM MIX ASPHALT CONSULTANTS (SEE DETAIL ON DWG.No.702) _J G TO 2 STORY R28' STRUCTURE TO REMAIN SIGN PROPOSED EVENT RM. PROPOSED RESTAURANT CONCRETE SIDEWALK (NO BASEMENT) WI BASEMENT 10'-0' TWO 2 STORIES 7 BASEMENT AREA ___,4 SEATS NYSDOT ITEM 680.0101 4,472 SF F -2" 10'MIN. PROPOSED PAVEMENT + R4'-6 + .27.5 17' 144'-�' + R5'-4" I ROPOSED MARKINGS 26-� FRONTYARD 3 RV 5" ��SETBACK WMIN IRT R: 77:­ _­>--- POSED A[ 19, RZ R7-8&R7-8b(SEE SIGN, EXISTING-STRUCTURE - W __--TOPSOIL-ROADSIDE 491 SF z z NYSDOT ITEM 610.1402 -G- SCHEDULE late 8 CL TURF ESTABLISHMENT-ROADSIDE aNc THIS SHEET) Q NYSDOT ITEM 610.1601 C) T ........... POSED PERVIOUS ;1117�I.,ij I., 'RLI RESTAURANT PARKIN z SIG NYSDOT TYPE R2 R7-11(SEE SIGN EXISTING TO BE G zz 3DRIVEWAY R32-8" SCHEDULE CA REMOVED (GRASS) 0 ENTRANCE 75' 'D 1KN G LAWN i SCULPTURE AY 00 1-7JFVVJF'VVV i 50, 25' AA R5'-7"" GARDEN THIS SHEET) �am R118' .... REQ'D FRONT YD. U) 50'TURNING RADIUS ... .... .... BACK W < 0 rJ RIO' WIACOUST�eBARMER 4 RT /GH­ R23-5" PROPOSED 27) + w n JI G 5. R10'-2" RT-6" GRADE EL 30.5' 0 RT-6" + R6-1 (SEE SIGN co W 0 26!-V PROPOSE EWAY C,� PARKING SCHEDULE )E LLI_ffRIV z :"i 0 AREA COTTAGE 1 THIS SHEET) AR HOT R6'6' f U_ \669 SF ZI F71� JZ� I CHESS BOARD U_ -50'TURNING RADIUS 1k IRT 13- i 4�1 26l.- 3b 5 :306 1 SHED --;W- a F: Q BW; DECORATIVE :�NOM,20 00, POND > R1-1 (SEE SIGN-J 374 U11- - I cal 0 0 0 RlO` REO 1 9 R 1-1 (SEE SIGN ( SCHEDULE SET 3: HOT COTTAGE 2 W i]. PROPOSED 65HIGH 669 SF PROPOSED TH 1 1) SCHEDULE THIS SHEET) TUB C i: U Dd M I 6-5P WOODEN NYSDOT ROW MARKER RETAINING WALL GRADE EL.27.5- R it I I 0 11 - I EL.32.0' THIS SHEET) STOCKADE 0 -_ _O 7.25 (SEE SIGN R5-1 (SEE SIGN- z z - -- C 0 T SCHEDULE SCHEDULE I/64UB 0 1 THIS SHEET) C� LAND NOW OR FORMERU THIS SHEET)............... ......................... ILL W in C) co EUGEN TOMASIC&MIRELLA TOMASIC 2361;COTTAGE 3 ___7i��RO14E FRONT HOT RIDGE i� Onn SIG q POOL AREA I Murubtu Dou YARD SETBACK 0- TUB Z)I ANUMVt NYR3-14(SEE SIGN S.C.T.M. NO. 1000-63-03-14 0 NO PARKING CL W PLAY COURTS -n SCHEDULE (IMPROVED,CONNECTED TO PUBLIC WATER) J A LIMO/TRUCK FIRE LANE(SEE 0 W U il W -7-,- . . : Lu clo 7 1 ___-- - _J-11 P• G SIGN SCHEDULE THIS SHEET) GRADE EL.27.6 LOADIN AEA 2 US OT THIS SHEET) in W -11" JP m �D DE D a- I i fl NO PARKING 0 IG LIGHTED FIRE LANE(SEE COTTAGE 4 0 BW7�7.20 BW,.27.25 ENCLAVES SIGN R6-5P(SEE SIGN HOT SIGN SCHEDULE 669 SF TW:30.5 RAMP 0 ('00 z z Cn i EDULE P TUB TW.4.5 (SEE ARCHITECTURAL SCHEDULE nvruoru THIS SHEET)n - I..,"I, PLANS) ❑in 22 LAN.� THIS SHEE LOCUST LANE LAND BANKED ili 11% Vl rm n n LIRR BANKE PARKING PROPERTY WAL AY 'n ouc -V--10WKM.�U WALKWAY C. + AREA • 10 IRE HYDRANT 26 LINE oT PROPOSED F R271 2 jR.4' + "Ju oil + Rio, uuu Z�qur­f.­ S11 Q U U It,On + tp X 5c`1 1,1. R20 R15' LAND NOW OR FORMERLY OF+ GARBA + R20' + L�9 P RI 0* 4' IJANET L.RYAN 34 8. NEW PROPOSED DRIVEWAY SIGN GE b AREA 4"' 0 C1.1 R-14-11" IRS' R2'- R2-6" S.C.T.M. NO. 1000-63-03-13 PROPOSED PARKING ARi R33' C) 1. EA LU on (IMPROVED CONNECTED TO PUBLIC WATER) �i ­00"R4-6 -C> 9, R IUD_ F 10' TYP. R2'-6" R14' on �r,- iGRASSPAVERS npcaa� 1_� _�:27 Eq >- 0 i: zo W < A! c:1 R1 W U) co 0) 34 9 -------- ..... ........... --A3 -0-a---a-o-,-a 0 iD11 REVISED PER NYSDOT COMMENTS 02/03/2023 filf a 13-13 0 L 616.57' \-R7-1&R7-8b 10 REVISED PER TOWN COMMENTS 1212112022 PROPOSED 6.6 HIGH NO PARKING (SEE SIGN LIMOITIRUCK 28 9 REVISED PER TOWN COMMENTS 12/05/2022 WOODEN FIRE LANE(SEE SCHEDULE LOADING\, - 8 REVISED PER TOWN COMMENTS 11/23/2022 \3� STOCKADE FENCE SIGN SCHEDULE AREA 29 TR4-8A(SEE SIGN (SEE SIGN THIS SHEET) R7-8(SEE SIGN THIS SHEET) SCHEDULE SCHEDULE 7 REVISED PER NYSDOT COMMENTS 09/15/2022 NO PARKING (TYP FOR 2) 30 R4-8A(SEE SIGN THIS SHEET) FIRE LANE(SEE THIS SHEET) 6 REVISED PER TOWN COMMENTS 02/15/2022 SCHEDULE 31 5 ADDRESSED FEIS COMMENTS 05/11/2021 THIS SHEET) SCHEDULE SIGN SCHEDULE LAND NOW OR FORMERLY OF NO PARKING PROPOSED PAVEMENT R4-7A(SEE SIGN LL(TYP.FOR 4) FIRE LANE(SEE THIS SHEET) MARKINGS THIS SHEET) 4 REVISED PER CLIENT'S REQUEST 02/18/2021 CHARLES W.WITZKE 32 THIS it 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 SIGN SCHEDULE M R7-8b(SEE SIGN THIS SHEET) S.C.T.M. NO. 1000-63-03-28.1 SCHEDULE THIS SHEET) ...... ...... 2 ADDRESSED DEIS COMMENTS 07/17/2019 N05'30'56-W (IMPROVED,CONNECTED TO PUBLIC WATER) THIS SHEET) IREV.TO 44 ROOMS-UPDATE UTILITIES 104/1112017 51.34' if,. Number Revision Description Revision Date NOTE: 33 PROPOSED SITE PLAN Designed B, LAND NOW OR FORMERLY OF ALL CURBS ON SITE TO BE MOUNTABLE CURBS UNLESS OTHERWISE NOTED. y Date Submitted TIC 01/20/17 SCALE: 1" 40' PILLES REALTY HOLDING LLC Drawn By Date Created 0 40 80 Approved B y TQLT Scale 08/23/16 :71 A BG AS SHOWN J yst ►I Client: 0�9ft An, SCALE: 1 40' • _7­7_ 77--`177-7--­�` THE ENCLAVES 56655 ROUTE 25 ill-Oil ill_011 --------- SOUTHOLD, NY RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED Project 74 SEATS/3 24.6 SPACES(1ADA INC.) 38 SPACES(2 ADA INC.) ITEM DESCRIPTION TOTAL OR C I PER 100 SF FLOOR AREA 3,806 SF=38 SPACES(2 ADA INC.) 38 SPACES(2 ADA INC.) PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE SIGN SIGNS OR MUTCD 2009 ED. SIZE OF SIGN SIGN SIGNS OR MUTCD 2009 ED. SIZE OF SIGN 680.0101 CONCRETE SIDEWALK XXX SF TOTAL RESTAURANT PROVIDED:27 PAVED SPACES(2 ADA INC.)AND 11 GRASS PAVED SPACES:38 TOTAL DESIGNATION SYMBOL PLAQUES SECTION NO. CONVENTIONAL DESIGNATION SYMBOL PLAQUES SECTION NO. CONVENTIONAL V-6/ SITE PLAN HANDICAPPED ACCESSIBLE PARKING ROAD ROAD HOTEL PARKING SPACES REQUIRED SPACES PROVIDED WITH VAN-ACCESSIBLE PARKING No PARKING I/UNIT-44 UNITS 44 SPACES(2 ADA) 60 SPACES(4 ADA INC.) R7-11 ANY NO PARKING 12"x18" 3f-011 610.1402 TOPSOIL-ROADSIDE XXX SF OR - & , & - TIME R4-7A KEEP RIGHT 24"00" V TY P. Project Address: I/EMPLOYYEE(12)+1/UNIT(44) 56 SPACES(2 ADA,INC.) 60 SPACES(4 ADA) 96'MIN 96'MIN�- F1.12-71 610.1601 TURF ESTABLISHMINT- XXX SF 56655 ROUTE 25 M�TOTAL HOTEL PARKING PROVIDED:60 PAVED SPACES(4 ADA INC)60 TOTAL N_ R7-8 ADA PARKING 12"x18' STRIPING AT HYDRANT ROADSIDE SOUTHOLD 14-01 R4-8A KEEP RIGHT 24'x3O" r-VAN7_1 P 608.01050009 TYPE 1 CURB RAMP 4 SUFFOLK COUNTY, NEW YORK TOTAL SITE REQUIRED:38 RESTAURANT+56 HOTEL= 94 PARKING SPACES R7-8b ACCESSIBLE VAN ACCESSIBLE 18"xg" IN 01 G NO PARKING 12"x18" County Tax Map Number: Contract Number: ALTERNATIVE HANDICAPPED ACCESSIBLE PARKING FIRE 1000-63-3-15 TOTAL SITE PROVIDED:38 RESTAURANT+60 HOTEL=98 TOTAL PARKING SPACES WITH VAN-ACCESSIBLE PARKING LANE FIRE LANE DETECTABLE Regulatory Reference Number: *PROVIDED OVERFLOW:34 HOTEL PAVED 22 LANDBANKED PAINTED 1 2 1 1 1 608.21000003 WARNING 4 DIRECTIONAL NOTES: STRIPS Tide of Drawing: ARROW WHITE MIN160'MIN.196'MIN.I COLOR A. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE STATE PERMIT ENGINEERREGARDING THE APPROPRIATE LOCATION FOR SNOW SLEEVES. k 1132 - AFTER CONSTRUCTION,SIDEWALKS,AND REMPS MUST BE EVALUATED FOR COMPLIANCE WITH CURRENT ADA STANDARDS. THE PERMITTEE OR HIS DESIGNATED"DESIGNER OF RECORD"SHALL FIELD VERIFY VAN THAT THE PEDESTRIAN FEATURES(RAMPS,SIDEWALK,ETC)WERE CONSTRUCTED TO CURRENT ADA STANDARDS OUTLINED IN NYSDOT SPECS SECTION 608 AND RELATED STANDARD SHEETS. SUBMIT R1-1 STOP 26.05 30"00" REQUIRED DOCUMENTATION TO THE STATE PERMIT ENGINEER BEFORE THE WORK CAN BE ACCEPTED AS COMPLETE AND THE PERMIT BE CLOSED. THE FEATURES THAT DO NOT COMPLY WITH ADA �PROPOSED SITE F B. REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND RECONSTRUCTION. RECEIVED THE CONTRACTOR SHALL CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT TO THE SITE FRONTAGE DURNING AND AFTER CONSTRUCTIN AS ORDERED BY THE STATE ENGINEER. El A XJ6% ACCESSIBLE SITES AND EXTERIOR FACILITIES REQUIRED ADA PARKING STANDARD PARKING SPACES R3-1 NO RIGHT TURN 24"x24' C. ANY SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED WITH A GREATER THAN t LIP OR CRACK OVER} WIDE SHALL BE REPLACED TO MEET ADA REQUIREMENTS. Tl F F I C C ONTROL r; D. RUNNING SLOPE OF THE DRIVEWAY WITHIN THE RIGHT OF WAY SHALL NOT EXCEED 6%. .4 TOTAL PARKING MINIMUM NUMBER OCT 17 2023 W IN LOT OF ACCESSIBLE SPACES El E. REPAIR EXISTING SHOULDER,SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. - , . . 1 72 F. CONSTRUCTION MEATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE NYSDOT ROW AT THE END OF EACH WORKDAY. MATERIALS ALLOWED TO REMAIN ON-SITE MST BE STORED OUTSIDE THE AND PARKING PLAN I` 1 TO 25 1 VEHICLE CLEAR ZONE. a > 26 TO 50 2 9'MIN. R5-1 DO NOT ENTER 30'x3O' G. REMOVAL OF THE EXISTING CONCRETE CURB SHOULD BE DONE FROM THE BACK SIDE TO MINIMIZE ANY DAMAGE TO THE EXISTING PAVEMENT. THIS INVOLVES PULLING THE CURB OUT FROM THE BACK AND 51 TO 75 3 POURING NEW CURB UP AGAINST THE EXISTING PAVEMENT. 76 TO 100 4 H. ALL NEW OR RELOCATED SUGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. APPROVED BY Drawing Number: 101 TO 150 5 1. PAVEMENT RESTORATION SHALL BE IN KIND. COMPOSITE PAVEMENT RESTORATION SHALL BE TAKEN TO EXISTING LONGITUDINAL JOINT. IF ANY DAMAGE OCCURS TO THE CONCRETE PANELS,THE CONTRACTOR OF NEW < NYR3-14 ALL TRAFFIC 24"00" WILL BE RESPONSIBLE TO REPLACE THE WHOLE PANEL. PLANNING BOARD S? 151 TO 200 6 GRASS PAVED PARKING SPACES C_ DREw �Pl J. LABEL MINIMUM WIDTH OF ASPHALT RESTORATION TO BE 4'FOR PROPER COMPACTION. ADD 1 FT OVERCUT FOR THE TOP COURSE. 201 TO 300 7 Id COLD JOINTS TO BE SEALED WITH HOT-APPLIED SEALANT. 0 K. ALL L. TOWN OF SOUTHOLD 6) TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN PLACED. M. COMPOSITE PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE CURRENT REGIONAL PAVEMENT REPAIR GUIDE SHEETS.HOTEL RESTAURANT R6-5P ROUND ABOUT 30"x3O" M � J E 60 ON SITE PAVED PARKING STALL PROVIDED 27 ON SITE PAVED PARKING STALL PROVIDED N. THE THICKNESS OF CURB RAMPS SHOULD BE A MINIMUM 6"AND THEY SHOULD INCLUDE WIRE FABRIC REINFORCEMENT WITH 3"OF TOP COVER. THE RAMPS SHALL HAVE A LEVEL 5'xS LANDING IN THE SIDEWALK. DATE > 0. THE CURB RAMPS SHALL BE ORIENTED TO DIRECT PEDESTRIANS STRAIGHT TO THE DESTINATION RAMP ACROSS THE DRIVEWAY/STREET. 2, 3 STALLS ADA COMPLIANT PARKING STALLS 1 STALLS ADA COMPLIANT PARKING STALLS 1010 Sheet of P. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY RIGHT-OF-WAY WILL REQUIRE SEPARATE APPLICATION AND SUBMISSION OF RESTORATION PLANS. FOLLOW THE GUIDELINES OF OUR UTILITY HANDBOOK,BLUE 1 092 3 < [E RE So STO RY T //G H11 0 ADA VAN ACCESSIBLE PARKING STALL 1 ADA VAN ACCESSIBLE PARKING STALL EO ENTER BOOK TITLED,7EQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF UNDERGROUND UTILITY INSTALLATIONS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'. THE APPLICANT SHOULD CONTACT MR.DIEGO H, 3 24 ONLY ENTER ONLY 18*x18" AUCACAMA RIVERA(631-727-1731,DIEGO.AUCACAMA@DOT.NY.GOV)FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY WORK PERMIT(HWP)APPLICATIONS. PLEASE NOTE;THE UTILITY HWP ISSUANCE IS SUBJECT TO ISSUANCE OF THE HWP REQUIRED FOR SITE WORK. lisk PWGC Project Number: Q. ALL PROPOSED ROAD IMPORVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE LATEST VERSIONS OF AASHTO,ADA,NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL WITH THE NYS Unauthorized afteraton or addition < z W Y to this drawing and related documents AVG1601 9 ), ROAD IMPROVEMENT PLANS NYSDOT CASE NUMBER 97500 isaviolafionpf�ocilfll,7209 SUPPLEMENT(MUTCD),NYSDOT HIGHWAY DESIGN MANUAL AND THE POLICY AND STANDARDS FOR THE DESIGN OF ENTRANCES TO STATE HIGHWAYS('DRIVEWAY DESIGN POLICY'), MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT STANDARD ITEM NUMBERS. 6f the New York 9tate buicalion Law 77) Strategic Environmental and Engineering Solutions 630 Johnson Avenue. . Suite 7 Bohemia • NY • 11716-2618 Phone: (631) 589-6353 • Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS 4— �Z .. . . ��/ ° r.: I_::a �' R?a '>a❑❑a°=:pnr ': '•;,�:a°paanaaca n p na°°napn❑n H a aaaa.aan - N_. LAWN f SCULPTURE a u u u u:i GARDEN :l�nan' PROPOSED 6.5' GH11 1 In 7 n r" WOODEN STOE FENCE lo ❑~ © • �O W/ACOUSTI BARRIER ,n • _s O GRADE 1L.30.5 E] "ROPOSE a 4 u 6� "ARKING ( e cU kREA COTTAGE1 TUB CHESSBOARD 9 A. ° HOT 669SF ® ® ® zul;;::7u ® n A. a ° > t in nnn p Inc. a-- P LCA AN A n innn ❑ nnn ® iW 2- W 3 �— DECORATIVE 3 v a SHI POND o q n a❑a OUTSIDE SWEPT PATH < COTTAGE2 aQ iL I o 6 ° PATH OF FRONT WHEEL 90• THOT UB 669 SF PROPOSED 2.5'H 68 8n 88 as as ea ,4 u U u N s e RETAINING WALL GRADE EL.27.5' +EL. 7z5 c�� [ °n i°oan INSIDE SWEPT PATH Y I E nnn _ ��� .�....,w,..�.�.-��..w ...... .......... C Ed ae ao ae e 0 L- a �n } n Y lmon oan cei a COTTAGE 3 i ¢ ° Q 'Ono r? 0 I HOT I a / PROPOSED ;n 3 ° 3 10a❑ n 669SF POOL REA w a s TUB ; STANDPIPE °° ? ❑ n u u j 24.50 of s ----- '......-.- '�' PLAY COURTS ci in3294` (l GRADE EL.27.5' a° rn I ❑ rn a r E o . OT ° p c `t 30.0 ft 2 • �__= 8B BB 88 88 88 88 UB a I 15.50 4.Oft HOT COTTAGE4 BW:2720 BW:2725 n Z n w M. I STEERING LOCK ANGLE=31.1deg. _ u ❑ Z Stretch Limousine 15.5It ACHIEVED STEERING ANGLE: 669SF TW:30.5 a a s s TUB RAMP— T1N:30.5 RAMP .n a L J feet p n ua❑ 30 deg.SWEEP ANGLE,19.0 deg. C' WALKWAY �:ur,.i:.a;,r.,nr„ E.i.:ui.�canca raar.,anar.:nc:n GRASS PAVED WALKWAY 'r:nui.,:°.,n.nnar.na c:�CC.,.f,�:..0 n '100— i - -i�nnn..apnannrrar_ar:na°aaa❑npoaa acnnnnuno..... capanpnn n °❑u .,. Width 6.00 60 deg.SWEEP ANGLE:26.2 deg. _-- — .Q--PROPOSED FIRE HYDRANT r c I c nnn Track 6.00 - 90 de _ - deg. _tz �..,.......,_...., ..,.:,r, nnp Steering Angle Time 301 g. deg. �'► =;- r—T= ❑n-tcannnnrri rcr.,G{yASS1°7\VERS�nonr.nnn❑°p°ra❑.... nnn 5. ft I I deg. 8deg. c 0 120 SWEEP ANGLE: r 150 SWEEP ANGLE 30 I � ----'T�<- `\ --�- . ..ter'. � ,,,. .- - ,ou 6.0 ft 160 deg.SWEEP ANGLE:31.0 deg. '-4- NEWPROPOS ail!� d PROPOSED PARKING AREA b r c c n n rn �pppppp❑: 1 � Stretch Limousine _sva�n umou?b/ => n n n a;a r:n r 3o i- 1 ARCHITECTURAL eanonnaa°ri❑np r.:n r.:r,r GRASS PAVERS �iprr.r r, (c)2019 Transoft Solutions,Inc.All rights mserveEl. Co - _---I --0---a—a--a--a o a----a---a---6--a--a--a--a----0----o-- o—a -a—a--o---o—o---0- --fl--a—a—a--a--a-�---a--0---o--a---o--o---a- ...�� — r_rfff� -°-- o --o---o--a---o --a—a—a--a---0—a---o---a--�--:a—o--0--a----a--fl--a--o-- a ---0—a--o-- , 11 6.5 N05°30'50"W - 61T .__-a f 10 PROPOSED 6.T HIGH 9 WOO8 REVISED PER NYSDOT COMMENTS 02/03/2023 DEN STOCKADE FENCE 7 REVISED PER TOWN COMMENTS 2/21/2022 6 REVISED PER TOWN COMMENTS 1/23/2022 LAND NOW OR FORMERLY OF 5 IREVISED PER NYSDOT COMMENTS 09/15/2022 4 REVISED PER TOWN COMMENTS 02/15/2022 CHARLES W.WITZKE PROPOSED TRAFFIC CIRCULATION PLAN PROPOSED STRETCH LIMOUSINE 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 S.C.T.M. NO. 1000-63-03-28.1 2 ADDRESSED DEIS COMMENTS 07/17/2019 'ROVED,CONNECTED TO PUBLIC WATER DETAILS 1 RIEV.TO 44 ROOMS-UPDATE UTILITIES 04/11 ) STRETCH _ I N E Number Revision Description Revisionn Date Date +� SCALE: 1" = 40' I I!t / SCALE: NOT TO SCALE Designed By Date Submitted 0 40 80 TC 01/20/17 Drawn By Date Created SCALE: 1" = 40' Approved By Te�LT Scale OS/23/16 BG AS SHOWN Client THE ENCLAVES NOTES: 56655 ROUTE 25 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 SOUTHOLD, NY LBS. Project: 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. 6" FINISHED 3" SITE PLAN GRADE �-1" . "SOD"PLANTING LEVEL 2" + 3" PAVEMENT HDPE GRASS PAVER INSIDE CELLS 5/8„ F.. • ACTUAL FINISHED GRADE ED 18" Rr SOIL FILL LEVEL INSIDE PAVER �� Project GRIDWORK AFTER HEAVY WATER DOWN. Address: #5 BAR ° THIS IS THE ACTUAL"SOD"PLANTING 6 OCT 17 2023 56655 (ROUTE 25 LEVEL. (CONTINUOUS) SOUTHOLD HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM Southol Town R=1" LOAD CAPACITY AT LEAST Planning Board SUFFOLK COUNTY, NEW YORK 3/4"CRUSHED ROCK OR LEVEL WHICH RECEIVES CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK County Tax Map Number: Contract Number: 1000-63-3-15 �--8'~ GRASS PAVER D ETA I L Regulatory Reference Number. of Drawing: OVERFLOW PARKING AREAS Title - CONCRETE TO BE 4,000 PSI @ 28 DAYS APPROVED �� LOAD CAPACITY AT LEAST 75,000LBS SCALE: NTS FOR EMERGENCY PURPOSES PLANNING BOARD MOUNTABLE CURB DETAIL PROPOSED SITE TOWN OF SOUTHOLD SCALE: NTS DATE CIRCULATION P LAN AND DETAILS ALU Drawing Number. �EOf NEW,,, PNDREW 0 U o - � v W� r_ � m Sheet of 4 JFOpR0 925 3 ��� 4 24 e FESSI4 PWGC Project Number: ed u m m Unauthorized and alteration or addition AVG 16 01 NYSDOT CASE NUMBER 97500 tothisaviolaganofSeceon7209ents W is a violation of Section 7209 � o of the New York State Education Law o 3 a a u� •t'i,, RESIDENCE `'ti,, !i, sxES':=:�ICE ;:'. ix_. •ct nt CL LAND NOW OR FORMERLY OFTOWN HARBOR S. .T IMO P10.0106t3-63�03-17.3 :: _- ='J c E" £- LL.S 0 I LANE (IMPROVED, COi NIE-CTED TO PUBLIC,WATER) l,• r I10"� . ' LAN €t 1+./OR OF V :;; LAND NOW OR F0,, IEItLY OF 0 VALEFRIE L".SCOP,2 !_._._.. ......II VINCENT DOLOMITE&ILEANA DOLON1ITE Df � er C 5.C31,C NO. 1000-63-03-16 S.C"TA,1, NO, 10G0'631-0 3-17.4 T f d (1I,,IPRO ED, +.0;V_14E-CTED i O PUBLIC�`ATER) PROPOSED PERVIOUS. _ .._.. PROPOSED 6.5' RESTAURANT PARKING HIGH STOCKADE S 50'TURNING RADIUS(It'.14�I�Ol•°' D,CONNECTED TO PUBLIC t,��fi,TF:) - , -REMOVE � ��,. g.-. WOOD POSTS - ``. I EXISTING ` a VN H NETTI G PROPOSED 6 5'HIG LINE OF EXIST NG EX STING 1 STORY FRAME FENCE II FENCE ii,t, -c --; STOCKADE FENCE H DRIVEWAY TOIBE PROPOSED 6.5'HIGH „0 o r;, < r, (GRASS) TO BE RENOVATED AND o WOODEN STOCKADE FENCE I REMOVE II PROPOSED 6.5' c i-- REMOVE 'u I EXISTING HIGH STOCKADE RELOCATE EXISTING 1 REMOVED INCORPORATED INTO MAIN a R CART PATH - x t T,f' �c, $Q7 4'40"E GARAGE TO REM ' NYSDOTTYPE3 Strategic Environmental EXISTING PROPOSED FIRE WI ACOUSTIC BARRIER STRUCTURE FENCE HYDRANT o Y ! 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GT02S cb ( E-mail: INFO PWGROSSER.COM 0 0 R28 :: =; : ;:: 180" i ... .. .. .,•::.'.':... - 101 STRUCTURE TO REMAIN ' ( :•:•:'a , - j SIGN PROPOSED HOTEL i (NO BASEMENT) :::;;:j + ARB GE w� d- __ - - - PROPWIBASEMENT�NT I CONCRETE SIDEWALK :::::: • m 10'-0" TWO 2 STORIESW/BASEMENT s NYSDOT ITEM 660.0101 CONSULTANTS A X / �� Y O 4,472 SF AREA z 4 SEATS 16 + 10 MIN. 28272SF J((J 4B:7+ FF EL.32.0' - O s as-e p p ......: .... ... ::: �� I"i l .._.._...................'� FRONTYARD ?::`?::.. - -- _ .. ._. PROPOSED A SETBACK o t9:-0. RS'-4" s R5' ' �' EXISTING STRUCTURE :'k'a 73' 9' o ( I Z Z O 6'MIN. r� R3' O Z 4 i 491 SF b NYSDOT ITEM 610.1402 Zg_3 Np 9'-0" �_ �, TOPSOIL-ROADSIDE �c :• ( c . 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CRE E:::.:,::•:.:.:_:'':.:.%:::::> SETBACK W Q t WOODEN STOCKADE FENCE R10' + H . 15'-0" WIACOUSTI BARRIER r, oo GRADE L.30.5' PROPS w v ° PARK ' ® T" ` _ NEW PROPOSE DRIVEWAY b w z AREA HOT COTTAGE t ° _...... _ w urn U X 24'-0" TUB 869 SF :wTM I f u u R _ rwi 50'TURNING RADIUS CHESSBOARD s w` r ° _ ....".,-...-.^'^^•'•+.-•..•...,.•.........-..•�+,.,.,,.......-_ Ip a n •°�a u I °---- °---0 °7 "° f- g � - P L CA AN A ° p- p.__ w DECORATNE 3 oau ~ READ BV . 5 BW. .5- POND o aup ! N04°45'20"W 178.00' _ RETeI+� o' 3 �__ ; ` O O O O Q b s o, aun II i 3 SHED: cb O f SE COTTAGE 2 I ° ° I PROPOSED 6.5'HIGH Q ' HOT �g SF PROPOSED 2.5'H 8B BB BB 88 T 8Bpvz///, l . O t1 �{ s TUB RETAINING WALL -- - _ _._._. _ GRADE EL.27.5'- + 16, n o WOODEN cb OT El. 725 i c 16'-0" STOCKADE FENCE I z ri BB Ba as 88 p U ' FF EL.32.0' 7ZI • �4. n \/ ILL�JI LAND NOW OR FORMERLY OF E - nP' 223'-," °:,° I EUGEN TOMASIC&MIRELLA TOMASIC h_ I _ PROPOSED PROPOSED FRONT a " °O° S.C.T.M. N0. 1000-63-03-14 o SI TUB COTTAGE3 ! I YARD SETBACK ' " _ ? I I J POOL REA STANDPIPE �� _ ° �n o I o. . I PLAY COURTS o o (IMPROVED,CONNECTED PUBLIC WATER) _. T Z _ c w w �tl clo J 4 + G �___ ....E p � � _. � - : ,� BB 88 BBG EBB75'88 8� e - IG BW:27.20 BW:27.25 669SFGE4 c z W HOT a 22LAND PROPOSED s s TUB _._ R14' TW 30 5 RAMP- TW:30.5 RAMP ; I LIRR _ .,.,.,- -. ... I LOCUST LANE c- BANKED LAND BANKED , ,�uc..raua u:�a L,z,oarsu:.nnnu�:ucl❑ .,-c:ut_�c..Li i•�uun`5 a•,:,auat,:.,r i; :� �.:b I PROPERTY r AREA 10 WALKWAY �neu°c°n .n°noononn cuonrio::,a GRASS PAVED WALKWAY d t ° - �nnnoec .enaoanaoa::Iou°- :.� ae ' LINE Z ;3,10 �P-PROPOSED FIRE HYDRANT12 an D BACK O t t L L -- - __ Q R 0' OSEDREAR AR SET y�,,� + I] p� pr p p re a cnu uauo auc SSVAVERS�°u°uu uni;u i ma's, PRO 1f Y, F 9' + C ry 9 15 tFF111 ° LAND NOW OR FORMERLY OF i _ R1 10" � 6 GARBAGE �' + R2 ' 4 R4'6" 9-0. *9�", I- --- - --- ____ c NEW PROPOSED D AY JANET L. RYAN b R4. AREA ry� A _ N _ RS_ _ _ �2-6" 4 S.C.T.M. NO. 1000-63-03-13 SIGN Iran R3 I', a i (IMPROVED,CONNECTED TO PUBLIC WATER) R1 �u 10' 'I TYP. 6" ----- co 4 u : R14' q -.,.�na L'Un"'L.,,':]JJa U❑:.)r'°I:i laan: ............. R I w aw u�i PU co _........... SETBACK R19'6" •+ _N + Lo _.__ ................ _.-._ _........ o w �t9 p ......-._ __. p ._...�.... _..._.._... 4 .........__. .-..__ .. " ..._. .-. _..__...... .... ..... -....... , ^m I 1 � I ... ..... <o °-p-°---C---p.-p--°-'--p---0--C--0--O-fl--°--°-°-p--p_-.°-p--a O 7 o N05°30'50"W °-°--° --0- °-°--o--a °- 616.5T _- PROPOSED 6.5'HIGH ' 7i-• WOODEN 11 REVISED PER NYSDOT COMMENTS 02/03/2023 1 v STOCKADE FENCE 10 REVISED PER TOWN COMMENTS 12/21/2022 9 REVISED PER TOWN COMMENTS 12/05/2022 N LAND NOW OR FORMERLY OF 8 REVISED PER TOWN COMMENTS 1/23/2022 CHARLES W.WITZKE {_,_. 7 REVISED PER NYSDOT COMMENTS 09/15/2022 Ij 6 REVISED PER TOWN COMMENTS 02/15/2022 S.C.T.M. NO. 1000-63-03-28.1 I 5 ADDRESSED FEIS COMMENTS 05/11/2021 N05°30'50"W = (IMPROVED,CONNECTED TO PUBLIC WATER) 4 REVISED PER CLIENT'S REQUEST 02/18/2021 3 ADDRESSED COMMENTS DATED 12/9119 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 PROPOSED TRAFFIC CIRCULATION PLAN 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11 n Date Number Revision Description Revision Date FIRE TRUCK Designed By Date Submitted "SOD"PLANTING LEVEL TIC 01/20/17 SCALE: 1" - 40' Drawn By Date Created HDPE GRASS PAVER INSIDE CELLS 5/8„ TC\LT 08/23/16 Approvedl By Scale ACTUAL FINISHED GRADE BG AS SHOWN 0 40 80 Client: SOIL FILL LEVEL INSIDE PAVER r, - , GRIDWORK AFTER HEAVY WATER DOWN. Err 22 SCALE: 1 - 40 THIS IS THE ACTUAL"SOD"PLANTING 56655 ROUTE 25 LEVEL. SOUTHOLD NY HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM � 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES Project CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK GRASS PAVER DETAIL OVERFLOW PARKING AREAS SITE PLAN `-✓ NOTES: SCALE: NTS 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 LBS. - 6= 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. Projiect RECEIVED 566d55 ROUTE 25 40.1' GRADEFINISHED 1"3" 5• OCT 17 2023 SOUTHOLD 43 SUFFOLK COUNTY, NEW YORK ���������������•' 3 PROPOSED Southold Town County Tax Map Number: Contract Number. AERIAL FIRE TRUCK NOTES: I 2" " PAVEMENT 1. AERIAL FIRE TRUCK IS 43'X 8.5' - Planning Board Regulatory Reference Number. lOnn-63-3-15 2. 90 DEGREE TURNING RADIUS OF 47.6 FT , 16" ; ; ; Tideo(Drawing: 3. ROADS SIZED TO ACCOMMODATE AERIAL 8 5 -�-� - I FIRE TRUCK MANEUVERS. AERIAL FIRE 'moo #58AR (CONTINUOUS) i APPROVED BY PROPOSED TRUCK HAS LARGEST TURNING RADIUS ( 4 SITE OF MOST COMMONLY EMPLOYED FIRE R=1" PLANNING BOARD � FIGHT G VEHICLES. 14 3. STEERING I LOCK ANGLE OF 33.3° TOWN OF SOUTHOLDCIRCULATION � 4. ACHIEVED STEERING ANGLES: n� �--8---� V CONCRETE TO BE 4,000 PSI @ 28 DAYS ' I I� 1 U 2-4 PLAN A f V D DETAILS '9 4.1. 30° SWEEP ANGLE: 19.4° DATE 4.2. 60° SWEEP ANGLE: 27.3° LOAD CAPACITY AT LEAST 75,000LBS � 4.3. 90° SWEEP ANGLE: 30.7° FOR EMERGENCY PURPOSES /�� ,Q, 4.4. 120°SWEEP ANGLE: 32.2° )L MOUNTABLE CURB DETAIL 1' Cif NEW 4.5. 150°SWEEP ANGLE: 32.8° 4.6. 180°SWEEP ANGLE: 33.1° Drawing Number. U SCALE: NTS Q�F' �'p PNDREW W 'r v C -1 02A E: � 5:, E PROPOSED FIRE TRUCK DETAILS �� sheet of SCALE: NOT TO SCALE FAA /0�925`3 �� 5 24 a �O! ESS10 PWGC Project Number. ui w Unauthorized alteration or addition z E NYSDOT CASE NUMBER 97500 to this isaviongand ofSecrelated documents AVG1601 is a violation of Section 7209 IM o of the New York State Education Law 0 o q a a Ur PE1i1'1_!Xr V LAND NOW OR FORl'.11FRLY OF 0 0_1 TOWN HARB II V.ANTHOIN,'Y FOFGI0`,E TO OR V, S.C.T.M NO. 1000-63-03-173 LANE (IMPROVED,CONNECTED TO W ,TE!') LAND NOW OR FORr",=RLY OF 1- LAND NOW OR FOR1,11EF"LY OF U VALERIE fvl,5COP17 s- cry0 S.C�T.Ikl, NO, 1000-G3-03-16 Vlf,'CENT DOLOMITE ILEANA DOLOMITE I. pJrl -D F 0 S.C.T.M� '0, 1000-63-03-17.4 (I!,'PROVED,CON'NECTET' TO PUBLIC WATER) PRO POSED PERVIOUS'PO PROPOSED 6 5' RESTAURANT PARKING(IMPROVED.CONNECTED TO PUBLIC,liirVATER) V REMOVE HIGH STOCKADE 50'TURNING RADIUS V WOOD POSTS (GRASS) EXISTING WITH NETTING L FENCE FENCE L EXISTING 1 STORY FRAME PROPOSED 6.5'HIGH LINE OF EXISTING PROPOSED 6.6 HIGH i r PROPOSED 63 STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RE Z i RENOVATED AND WOODEN STOCKADE FENCE REMOVE C J REMOVED INCORPORATED INTO MAIN HIGH STOCKADE E 9 REMOVE /7W/ACOUSTIC BARRIER EXISTING W�_ RELOCATE EXIST EXISTING V5 FENCE EXISTING 1 PROPOSED FIRE STRUCTURE Ii HYDRANT -PROPOSED FENCE M I < V STORY FRAME FENCE CART PATH �6 j GARAGE To 01 GAI GE REM 310,00' Ell W I - ---NYSDOT TYPE 3 Strategic Environmental and Engineering Solutions 0 -o SO 4'40"E < a- - DRIVEWAY ENTRANCE CE Mai SIGN 50'TURNING RADIUS S07*38'10"E 9,0 -a->- i EXISTING WELL ------ 11�`, "Ai INI ........... . ..... ........ ............. ....... - _. - 1�1 NEW PROPOSED Ii . ..........I _... , ­�-�, I TO BE DRIVEWAY r REPURPOSED AS to IRRIGATION WELL 04 ... EX ST-G. %4 $a Fa IVAI U U U 120' Suite 7 .......... Bohemia NY. 11730 Johnson Avenue'116-2618 0 (ISTING TO BE ............... 'SUPERPAVE'WARM MIX ASPHALT ........ 01 R28' -D Phone: (631) 589-6353 Fax: (631) 589-8705 < G TO 2 STORY STRUCTURE REMAIN ...... SIGN PROPOSED EVENT RM. R28' __J (SEE DETAIL ON DWG.No.702) E-mail: INFO@PWGROSSER.COM PROPOSED HOTEL Y z -.0. X TWO(2)STORIES W (NO BASEMENT) W1 BASEM:NWT cb ---CONCRETE SIDEWALK to (BASEMENT NYSDOT ITEM 680.0101 CONSULTANTS + IU MIN. 26,272 SF 472 SF l, 17.2- + R4 6 T FF 2 _0: EL.32.9 R5-4" PROPOSED 9-S_ ­17 - ­" FRONTYARD ILI IRV 5" ­i-> -1 ........... ........... SETBACK O'MIN. R3' 0 PROPOSED A 19'-5" 0 a W W TOPSOIL-ROADSIDE EXISTING STRUCTURE I d ........ L TYP.L IDE 491 SF z z NYSDOT ITEM 610.1402 T- G- G G- < Wilt-ESTABLISHMENT-ROADSIDE (D 61 9 - NYSDOT ITEM 610.1601 R24'-5" PROPOSED PERVIOUS. 8 .......... H 0 EXISTING TO BE RESTAURANT PARKING A A UT z SIG NYSDOT TYPE (GRASS) 75' R32'-B" ric,6 ...eci,, am't',"" --❑,.1 0 00 3DRIVEWAY a REMOVED LAWN SCULPTURE M.Ilrv,� W U U 50' 25' F.E. 0 1_21 ENTRANCE R5- GARDEN Rl� cnoanc IRY _��V G R1 PROPOSE • '05, (1) - 01 ra R23'-5" + E:::":: REDD 14 50'TURNING RADIUS WOODEN STOCKADE FENCE SETBACK W < ­-- R23'5- R10 WIACOUS;KBARRIER 15-0. 0011 GRADE 1L.30.6 CW+ot44 s RW 01 R7-6" PROPOSO. PARKIN NEW�ROPOLERDRIVEA­ W AREA COTTAGE AND PARKING- HOT UTzi 669 SF F71 CHESS BOARD R6'-6" TUB 24'-0" U_ D 50'TURNING RADIUS 77 P CA AN R7-6"-..] L 0 TIN:30f n 0 DECORAT7VE < SHED! READ 3 B__LPW-ZU5 BW� jf�� N04'45'20"W 0 POND Stis kcy- K 0 lu 30'-(COTTAGE 2 71_"M i 2 1 n 0 rl HOT U) 669 SF PROPOSED 23H 0 PROPOSED 6,5'HIGH TUB 11 HH .3 7W_9L I 0 RETAINING WALL GRADE EL.27.6 WOODEN CC 7:25 STOCKADE FENCE cb 0) of C(- 0- ED OT_ W : � UB Q00 LAND NOW OR FORMERLY OF i r]U11 U_ 0 223'-l" n- COTTAGEEUGEN TOMASIC&MIRELLA TOMASIC o HO'l IX PROPOSED FRONT 0 cr a TUB 669 SF POOL PROPOSED .0 Q YARD SETBACK I p ?: SIC N STANDPIPE S.C.T.M. NO. 1000-63-03-14 C' 0 'gin 11 (IMPROVED,CONNECTED TO PUBLIC• cL (9 PLAY COURTS......................................................GRADE ...................................... ... GRADE EL 275 WATER) co 01 k� Ed Ed I dd Ed Ed OT 0 c, LIE IG� .. ......... 9Q01J B ofcb COTTAGE4 BW:27.20 BW:27.25 HOT z ii z CO:669 SF PROPOSED TUB TW:30.5 RAMP- TW:30.5-RAMP 22 LAND- LAND BANKED R14� DFINNtU XWEXXXX LIRR + PROPERTY PARKING UU • c� -.0 LOCUST LANE GRASS ­ln AREAWALKWAY WALKWAYnnanaae 000 LINE !i - , �-PROPOSED FIRE HYDRANT 900 12 R t 00 R19 ... Rs R 9. + R15' LAND NOW OR FORMERLY OF R2011 4- TYP RI AREAGE R4'-6 JANET L. RYAN cla <--- n r, SIGN S.C.T.M. NO. 1000-63-03-13 C> R4'-6- (IMPROVED,CONNECTED TO PUBLIC WATER) 0. 2' R1 R14' GRASS R VERS ;P RF3RYP ----------- .........= + + 00 00 9 0 U3 N05'30'50'W 616.57' PROPOSED 6.6 HIGH WOODEN 11 REVISED PER NYSDOT COMMENTS 02/03/2023 STOCKADEFENCE AERIAL FIRE TRUCK AERIAL FIRE TRUCK SUCCESSFULLY AVOIDING PARKING STALLS SUCCESSFULLY COMPLETES PATHING 10 REVISED PER TOWN COMMENTS 12/21/2022 9 REVISED PER TOWN COMMENTS 12/05/2022 AFTER COMPLETING MANEUVER AROUND OVERHANG AROUND OVERHANG LAND NOW OR FORMERLY OF 8 REVISED PER TOWN COMMENTS 11/23/2022 P 6 CHARLES W.WITZKE 7 REVISED PER NYSDOT COMMENTS 09115/2022 S.C.T.M. NO. 1000-63-03-28.1 if 6 REVISED PER TOWN COMMENTS 02/15/2022 5 ADDRESSED N05'30'50"W (IMPROVED,CONNECTED TO PUBLIC WATER) FEIS COMMENTS 05/11/2021 Fill 4 REVISED PER CLIENT'S REQUEST 02/18/2021 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 PROPOSED TRAFFIC CIRCULATION PLAN 1 REV.Tn44 ROOMS-UPDATE UTILITIES 104/11/2017 Number Revision Description Revision Date FIRE TRUCK I Designed By Date Submitted "SOD"PLANTING LEVEL R E C El V E[3 TC 01/20/17 SCALE: 1 40' HDPE GRASS PAVER INSIDE CELLS 5/8" Drawn By Date Created IL_ - , TC\ILT 08/23/16 ACTUAL FINISHED GRADE I -7TT"1- OCT 17 2023 Approved By Scale 0 40 MIIIIill! 80 W W Client BG AS SHOWN - F SOIL FILL LEVEL INSIDE PAVER S0Uth0I_d'T&Wn_ SCALE: 1 40' GRIDWORK AFTER HEAVY WATER DOWN. 6" Planning Board 22 THIS IS THE ACTUAL"SOD"PLANTING LEVEL. 56655 ROUTE 25 HEAVY'VEHICLE SUB-BASE. SAND OR SANDY LOAM SOUTHOLD, NY 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,OOOLBS LEVEL WHICH RECEIVES Project. CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK GRASS PAVER DETAIL NOTES: OVERFLOW PARKING AREAS SCALE: NTS APPROVED BY SITE PLAN 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 LBS. PLANNINfIG BOARD 40.111 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. TOWN OF SOUTHOLD Project Address: 56655 ROUTE 25 FINISHED 3- DATE 0 SOUTHOLD 43' GRADE T-1"�---5" y SUFFOLK COUNTY, NEW YORK AERIAL FIRE TRUCK NOTES: 3' PROPOSED County Tax Map Number. - Contract Number: 1. AERIAL FIRE TRUCK IS 43'X 8.5' 2' PAVEMENT 1000-63-3-15 7eg-uiatoryReference Number: 2. 90 DEGREE TURNING RADIUS OF 47.6 FT 8.5' 18" Tide of Drawing: 3. ROADS SIZED TO ACCOMMODATE AERIAL FIRE TRUCK MANEUVERS. AERIAL FIRE #5 BAR < TRUCK HAS LARGEST TURNING RADIUS (CONTINUOUS) OF MOST COMMONLY EMPLOYED FIRE R=1" 4 PROPOSED SITE FIGHTING VEHICLES. 3. STEERING LOCK ANGLE OF 33.30 4. ACHIEVED STEERING ANGLES: 8. CIRCULATION 4.1. 300 SWEEP ANGLE: 19.40 4.2. 600 SWEEP ANGLE: 27.3° CONCRETE TO BE 4,000 PSI @ 28 DAYS PLAN AND DETAILS LOAD CAPACITY AT LEAST 75,000LBS 4.3. 900 SWEEP ANGLE: 30.7° FOR EMERGENCY PURPOSES 4.4. 1200 SWEEP ANGLE: 32.2* 4.5. 1500 SWEEP ANGLE: 32.8* MOUNTABLE CURB DETAIL Drawing Number: OF NE 4.6. 1800 SWEEP ANGLE: 33.1 0 'j, SCALE: DRIER/ 0 C-) > is 75 Ill :9 CL- 0 M E PROPOSED FIRE TRUCK DETAILS 2 Sheet of SCALE: NOT TO SCALE % 0925 3 6 24 O�EssI PWGC Project Number: REL OCATE 7_7 71 0 w w Unauthorized alteration or addition < to this drawing and related documents AVG1601 W NYSDOT CASE NUMBER 97500 is a violation of Section 7209 of the Now York State Education Law 43 i, it lLS {I I r;;:'"`"NCENCE I TOWN HARBOR LAND NOW OR FORMERLY OF .. I ��^^''''�� --yy^^ ll .l �t l"J ..L. i li it >NTH06:Y Foi C10 i' !I j LA 1 " _ ri � L..._..__._...___._...._-� i - - - � LANE .C,I.PJ�. 6��1. 1�ui�-� -C3-1 t.3 • L (PiIPROVED,CONINECTED TO PUBLIC WATER) "% >'. C'' LAl D i,n'Ov*V 0 R F 0 R.MILI;LY OF 0 - 0 to VALERIE I'`,', SCOPAZ LAND NOW R FORMERLY OF � _ c� ,..� j � Vil;£SENT DOI,.�}��=.TE&ILEANA DOL(.I?.11TL � _ S,C,T,P�€. P',0. 10�3w63-0,,-€a ,, Win rr% S.C.T.M. N0. 1�1C3- 3-03-17.�'f w (IMPROVED,CONNECTED TO PUBLIC WATER 3 PROPOSED PERVIOUS PROPOSED 6.5' ""b j" CONNECTED C { I-- 0 (^.,j �'. 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WA _ _....._ ____.. _.._. ,:•::-:•t-- EXISTING WELL I t• ® _ _,. W ._... ._ ,.. tt _- .. i C o• NEW PROPOSED 4J L TORE ;' _ .. .-_.... .- ...._ _.._. - y ED lb, Wj W, ...___ _._...._.. '-D X b3 �' i:dl r: r S za^w €rc - .......... __. o a DRIVEWAY w �REPURPOSED AS ` CE r ._,.. _..___ , _W • °'�, by �5 o u 04 9 20' . , _.::• .. . '� m ..<� >:�>:�:'�' son Avenu ,, �._ • ,::::•.•::.1n e ,:.,._...� ><: . .:.:;::::.:. :. : ;�:..'_..�.�._:.•:•-•,•._ .. • EXlsrc, ' IRRIGATION WELL e. . Suite 7 so'-o" so'-0" o :.: < ':>«:::::::>::::::::'::::.;>;«:: I I { Bohemia . NY . 11716-2618 :.:• :•:•.•:•:•::•.:•.. ..... i L m 1 i. ........ O ::.'•:. :::._.:.. n EXISTING TO BE-`":<-;'<,, ",.;.° CD 0 Cii• O - :.:.•.•. n REMOVED 'SUPERPAVE'WARM MIX ASPHALT Phone: (631) 589-6353 . Fax: (631) 589-8705 R28' Q (SEE DETAIL ON DWG.No.702) E-mail: INFO@PWGROSSER.COM R28' mw G TO 2 STORY SIGN + - STRUCTURE TO REMAIN CONCRETE SIDEWALK PROPOSED EVENT RM. - Wj - - � PROPOSED RESTAURANT I PROPOSED HOTEL w - d- - W BASEMENT /ARB GE / cb o 4,4 BASEMENT) - NYSDOTITEM680.0101 CONSULTANTS s5A X / + r Y 10'-0" TWO(2)STORIES W/BASEMENT 4,472 SF ...I'�' AREA ? s 4 SEATS 17 2" 10'MIN. 26,272SF { `"y ------rn� F:27.5 + R a + i.i. i i i . I C Gar n I PROPOSED FF EL.32.0 :::v - R5 � - Os-s p p ........ - DRAINAGEAREA'D' I _..............1' FRONTYARD ri e -- ��-- 'r+ --I _..__.0 PROPOSED A S CK N 191 .......:...:.:.... c O, 8'MIN. r`� 3' o :::::.::::::::::k o Y3, 9. 0 0 EXISTING STRUCTURE I ° aS -3 OJ s s-s_s Pp b I d W W TOPSOIL-ROADSIDE x s <} _�F_-G :_.::�� 1 ': N Z Z NYSDOT ITEM 610.1402 � _ $ _ Q cL TURF ESTABLISHMENT-ROADSIDE 18F0" O v �, 0A46P W - .L•. - J �J i ¢ NYSDO�TE110.1601 1 t q`_ o :- �• : :. �o ....,._ PROPOSED PERVIOUS o + N f YSDOTTYP 7Cr 8 R2+ c cc000n rncnau :1 oco ierrco noGQ RSA. o�6oanan slater REMOVED TOB (GRASS)�NTPA co RKING 3DRNEWAY E J 50, tS,1.P� :ES ... LR I.C`..4 C7.C1 r] 25' X !S1.P. `F.E.1 .F-. O ENTRANCE 1 1 �_ �. � NGARDENTURE icdaecnnK � 1 11' Or-c Rl s: '_ REQ'D F-- v FRONTYD. U) 1 p0 R A SE PROPOSED 6.T GH ;o °' 11 F E:^:' 50'TURNING RADIUS x 1iF1* a 23'-5" + + O m o SETBACK W Q PR OSED K TYP. WOODEN STO&ME FENCE I on R23'5" R10' 9'-0, �+ c ::(N HQ I -::: j WIACOUSTI BARRIER 15'-0' } GRADE1L.30.5' 'n .R�,_2„ R10' R7'-6" w [-i PR POSE // j/ 26-0' B ti p1i{jQ :r I U o PARING ® i/' �� .._ - AND PARKING yiryoa-raC 4 + w z RAINAGEA EA'A' AR HOT / ( DRAINAGEAREA'B' : U a 11 1 %iCOTTAGEI w U $ CHESSBOARD o Rg, „ - ... -_....._ _.._... ._...-- - u :!-/ i 50'TURNINGRADIUS : a _ F 8 w P LCA ANA3 u goo °- a--°--°--°--° -a- -°-O--a o--- ° -° -0" a TW:3 TW:3 CORAT u o a❑ SHED! N04 452 - ° ° ° - E QD BO BO .SO 3 ❑na - RE VAR i wr / DE P(3N[}EVE o 175.00 q� o w c .nnn . a I COTTAGE ; as as Co as ea oC �� - r 1 + TUOB �669 SE-i PROPOSED 2.5'H N _ w , RETAINING WALL GRADE EL.27.5' + o o u WOODEN PROPOSED 6.5'HIGH cb v � � ",. _,,.,,_„ , „„�,,,--„„ EL 7.25 FF EL.32.0' / 0 16 o u® STOCKADE FENCE w Icy. - w -I r 8 OT U 16'-0" a .u rs o .-�-::-__:...`..... z a o L Q - ue r LAND NOW OR FORMERLY OF LL j ]r 6-0" u -uao i Cn I w I b EUGEN TOMASIC&MIRELLA TOMASIC - _! I SIGN Q HOT iCOTTAGE 3 i R DGE RIDGE YARD SED SETBACK non S.C.T.M. NO. 1000-63-03-14 o N QQy �l POOL REA f PROPOSED YARD SETBACK > ° °o TUB j% STANDPIPE >_ ( u onn i " PLAY COURTS o r (IMPROVED,CONNECTED TO PUBLIC WATER) W " ]n: cb Z " " w E v w 2 - BB BB 88 BB 88 DT _ a __ . .-- J • - 0 E _ f B o 0 0 l ' GRADE EL275' HOT TIAGE4 BW:27.20 BW:27.25 0 n i�i 'I p < •' " .+ TUB t�y9$�/ 30.5in n -_... 5 RAMP- TW: RAMP 22 LAND- PROPOSED s s R14' c n ° Jj TW 30 �{ LIRR N " LAND BANKED -_.....-.. _- -, LOCUST LANE N BANKED _ PARKING _. - - c n -o ............ . uaucucne aanuuaan[-ter:r.Ce.,,u:�;� .c,cl.0 Lluu:�a a:ruuur: nr.. r PROPERTY r w AREA JO ' WALKWAY are C nC nr: nono anan eeoeconn ea G WAY ouaer conoe,nnnoanoor, n n: ❑ RF,SS PAVED WALK Z LINE 12 1 3'10" �. -- -- - - - _ �j•-PROPOSE+FIRE HYDRANT ao R2T ARD SEZgACK (7, 2U I L 6 L I 10' a - • + . it I � V- V- V- I H �'- +f� -� .;C':L•.L41�C1UCYJC.Iil CI[ �'6':RA�I)=RS:)il U:l l}L'1't� CL:(:iUae' �S`. PRO OSED R 9, I - ti 1 S 13 + + to R15' I LAND NOW OR FORMERLY OF GARBAGE AREA " Y R4 + R2 ' 4' - R4-0 .� _ *g`-0•* " - - -- _ _ _____R7I'-10" 4'N "NEW PROPOSED DRVEWAY ) I a JANET L.RYAN i cb A N N - RB_ RVI - - �z'-s" S.C.T.M. NO. 1000-63-03-13 SIGN �LI� ------ m 1 • � ano unrn.rir W! „an p °' (IMPROVED,CONNECTED TO PUBLIC WATER) 10' ; TYP. 6' ih / R14 jl y + O - n 9 - A .o.. j.. ,._.-........._ 25 + a uL Le4.h uuu:cu nao• SS PAVE nau.v I -.....,.:r i _ I - RFARYARD i 91 ---------- `r w o W + r: -... ._.. ......-.- -.......... _----. _......___. 00 R19� -N + n o w Of t°_____.... _-._-.. __......._ ...... ...._. o ._._-.. _._ - a ....-----_ _............. ....__.- _..........._ __........ .....____. ._ ___ . . 00 { ^ i w z CO 1 - c N05°30'50'W 616.5T b PROPOSED 6.5'HIGH z WOODEN 11 REVISED PER NYSDOT COMMENTS 02/03/2023 ° o N STOCKADEFENCE 10 REVISED PER TOWN COMMENTS 12/21/2022 N 9 REVISED PER TOWN COMMENTS 12/05/2022 N LAND NOW OR FORMERLY OF I ;` 8 REVISED PER TOWN COMMENTS 1/23/2022 I! 7 REVISED PER NYSDOT COMMENTS 09/15/2022 b CHARLES W.WITZKE = _ ,. 6 REVISED PER TOWN COMMENTS 02/15/2022 S.C.T.M. NO. 1000-63-03-28.1 7 5 ADDRESSED FEIS COMMENTS 05/11/2021 N05 30'50"W (IMPROVED,CONNECTED TO PUBLIC WATER) i l 4 REVISED PER CLIENT'S REQUEST 02/18/2021 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 PROPOSED TRAFFIC CIRCULATION PLAN 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11 n Date Number Revision Description Revision Date TANKER "SOD"PLANTING LEVEL Designed By Date Submitted SCALE: 1 rr = 40r HDPE GRASS PAVER INSIDE CELLS TIC 01/20/17 5/$" Drawn By Date Created ACTUAL FINISHED GRADE TQLT 08/23/16 Approved By Scale BG AS SHOWN 40 80 SOIL FILL LEVEL INSIDE PAVER Client: GRIDWORK AFTER HEAVY WATER DOWN. SCALE: 1 Ir - 4Or THIS IS THE ACTUAL"SOD"PLANTING $ THE ENCLAVES LEVEL. 56655 ROUTE 25 �o HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM 56655ICH RECEIVES ROUTE CRUSHED LOAD CAPACITY AT LEAST 75,000LBS LEVEL , NY 60 3/4'CLASS 2 ROAD CBASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK Project: GRASS PAVER DETAIL OVERFLOW PARKING AREAS NOTES: SITE PLAN SCALE: NTS 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 LBS. RECEIVED 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. F_ - Project Address: 4.01_ 6" OCT 17 2023 56655 ROUTE 25 FINISHED 3" SOUTHOLD Southold Town SUFFOLK COUNTY NEW YORK GRADE 1" 5" 3" PROPOSED Planning Board i2" ENT County Tax Map Number: Contract Number. 1 I nn", Ern , • 1000-63-3-15 � � � Regulatory Reference Number: I a°nl a 18" - / ://� //: � Title of Drawing: #5 BAR APPROVED BY o (CONTINUOUS) a PLANNLUNIG BOARD Kenworth T880 Single Unit Tanker TRANSPORT-TANKER TRAILERS R=1" PROPOSED SITE TOWN O► W a � SOUTi�C}L!? �8' DATE .+��� CIRCULATION Qii II G � I ! � � L�2� a in CONCRETE CI BE LEA PSI 5,28 DAYS J�, /� �_Q i PLAN AND DETAILS w LOAD CAPACITY AT LEAST 75,000LBS �'�'r''"F'� y l /`�-A 1 FOR EMERGENCY PURPOSES MOUNTABLE CURB DETAIL Drawing Number: SCALE: NTS ��OF NEW Y �'`Q PND R E w ��� �O - W43 PROPOSED TANKER DETAILS Sheet of 4 SCALE: NOT TO SCALE' `fF�A� 09252 3 �� 7 24 FESSIO g PWGC Project Number: rii ,y Unauthorized alteration or addition z NYSDOT CASE NUMBER 97500 to this aviolgand ofSerelated documents AVG1601 r W is a vitiation of Section 7209 r,oa of the New York State Education Law 0 o 3� a a NOTES: nr� END ROAD WORK 1. INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD END UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK LASTING MORE THAT 1 HOUR. ROAD WORK ❑ 2. NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER ❑ 50'-100' SPACE. DOWNSTREAM TAPER 3. XX IS THE EXPECTED OVERALL LENGTH OF THE OPERATION TO BE COMPLETED WITHIN THE WORK DAY. A SUPPLEMENTAL DISTANCE PLAQUE W7-3a SHALL BE USED WITH SIGN W20-1 WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK MAY BECOME GREATER THAN 2 MILES AS A RESULT OF THE Strategic Environmental and Engineering Solutions FOLLOWING SITUATIONS: -MULTIPLE WORK LOCATIONS ARE ANTICIPATED WITHIN XX MILES FROM THE W20-1 SIGN . . 0 ® � ❑ 50'-100' ❑ -WORK AREA WILL BE RELOCATED DURING THE DURATION OF THE WORK WITHIN XX MILES FROM THE W20-1 rr , DOWNSTREAM CHANNELIZING DEVICES SIGN 11A,, ` goo TAPER (SEE NOTE 5) SEE DETAIL 4. WHEN MULTIPLE WORK LOCATIONS EXIST WITHIN XX MILES FROM THE W20-1 SIGN, A G20-1 SIGN SHALL BE 630 Johnson Avenue. . Suite 7 ❑ 410A PLACED EVERY TWO MILES INDICATING THE DISTANCE FROM THE SIGN TO THE FARETHESE WORK LOCATION. Bohemia . NY . 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 10' MIN 5. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 20' IN THE ACTIVE WORK SPACE. E-mail: INFO@PWGROSSER.COM ROLL AHEAD DISTANCE 6. CHANNELIZING DEVICES SHALL BE PLACED TRANSVERSELY A MINIMUM OF EVERY 800'AS SHOWN WHEN A :1 U (SEE TABLE 410-04) PAVED SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 800,AS CONSULTANTS CHANNELIZING DEVICES SHOWN WHEN A PAVED SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER (SEE NOTE 5) ROLL AHEAD DISTANCE THAN 800'. (SEE TABLE 410-04) 7. THE PROTECTIVE VEHICLE(S) SHALL MAINTAIN THE APPROPRIATE ROLL AHEAD DISTANCE, BE AN UNOCCUPIED TRUCK POSITIONED PARALLEL TO TRAFFIC, PARKING BRAKE SET, PLACED IN 2ND GEAR (MANUAL TRANSMISSIONS/ENGINE OFF) OR PARK/NEUTRAL(AUTOMATIC TRANSMISSIONS)AND HAVE THE FRONT 0 0 WHEELS ALIGNED WITH THE LANE STRIPING. 0 0 8. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE CLOSINGS WIL NOT BE PERMITTED WITHOUT PRIOR APPROVAL 0 0 FROM THE STATE PERMIT INSPECTOR. 0 0 9. PEDESTRIANS TO BE ACCOMMODATED ON SITE DURING CONSTRUCTION, WITH A 5'WIDE ADA COMPLIANT PASSAGE, SO THAT THEY DON'T HAVE TO CROSS TRAVEL LANES OF TRAFFIC. DETAIL 410A: SEE NOTE 6 NOTES ON NIGHTTIME WORK: BUFFER SPACE N1. WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS. (SEE TABLE 410-02) N2. ALL SIGNS, STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTROL TRAFFIC SHALL BE RETROREFLECTIVE. N3. ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN ACCORDANCE WITH §107-05A. HIGH VISIBILITY APPAREL AT ALL TIMES. SHOULDER TAPER ❑ (SEE TABLE 410-02) N4. VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DISPLAY ROATING =ROADORK THIS SIGN SHALL BE LOCATED A MINIMUM AMBER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. A G20-2 DISTANCE OF 80 FT.ANDMAXIMUM OF 400 FT. N5. LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT ROAD (SEE TABLE 410-01) PAST THE END OF THE DOWNSTREAM TAPER CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. N6. LEVEL II ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS, ASPHALT PAVING, MILLING, AND NO ROAD CONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS, INCLUDING BRIDGE DECKS, 50 FEET AHEAD OF AND TABLE 410.01: ADVANCE WARNING SIGN SPACING 100 FEET BEHIND A PAVING OR MILLING MACHINE. NO SHOULDER W8-23 WORK W20-1 DISTANCE BETWEEN SIGNS SHOULDER YY N7. LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK FILLING, JOINT REPAIR, ROAD TYPE PAVEMENT PATCHING AND REPAIRS, INSTALLATION OF SIGNAL EQUIPMENT OR OTHER A(FT.) B (FT.) ELECTRICAUMECHANICAL EQUIPMENT, AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS AND URBAN L 30 MPH*) 100 100 EQUIPMENT. URBAN (35-40 MPH*) 200 200 NEXT W7-3a(SEE NOTE 3) ROAD WORK G20-1 N8. ALL LIGHTING SHALL BE DESIGNED, INSTALLED, AND OPERATED TO AVOID GLARE THAT AFFECTS TRAFFIC ON g XX MILES NEXT XX MILES (SEE NOTE 4) THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE ROADWAY. URBAN (>45 MPH*) 350 350 (SEE TABLE 410-01) RURAL 500 500 N9. PRIOR TO THE START OF NIGHTTIME OPERATIONS,A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING PLAN IS * PRECONSTRUCTION POSTED SPEED LIMIT 2400 LB PROTECTIVE REQUIRED FOR APPROVAL. VEHICLE TMIA WORK AREA 11 V SEE TABLE 410-03 N10. SEE NIGHTTIME SAFETY BULLETIN, HDM §16.5.7, &SSTANDART SPECIFICATIONS §619 FOR ADDITIONAL 10 REVISED PER NYSDOT COMMENTS 02/03/2023 REQUIREMENTS AND CONSIDERATIONS. 9 REVISED PER TOWN COMMENTS 12/21/2022 TABLE 410.02: LONGITUDINAL BUFFER SPACE AND TAPERLENGTHS 8 REVISED PER TOWN COMMENTS 11/23/2022 7 REVISED PER NYSDOT COMMENTS 09/15/2022 SHOULDER TAPER LENGTH: L/3 CHANNELIZING DEVICE ° ° 6 REVISED PER TOWN COMMENTS 02/15/2022 TAPER LENGTH: L(FT.)/*OF SKIP LINES/ � SEE TABLE NG DE ARROW PANEL LONGITUDINAL * (FT.)/*OF SKIP LINES/*OF ( ) 0 o (CAUTION MODE 5 ADDRESSED FEIS COMMENTS 0 5/1 112 0 2 1 PRECONSTRUCTION OF CHANNELIZING DEVICES ) 4 REVISED PER CLIENT'S REQUEST 02/18/2021 BUFFER SPACE CHANNELIZING DEVICES POSTED SPEED n 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 (MPH) OF SKIP LINES FOR LANE WIDTH IN FT. LIMIT MPH DISTANCE /IUi1 2 ADDRESSED DEIS COMMENTS 07/17/2019 * LINES (LATERAL SHIFT OF TRAFFIC FLOW PATH) FOR SHOULDER WIDTH 1 REV.TO44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date 10 11 12 <4 FT. 5-7 FT. > 8 FT. w wWORK ZONE TRAFFIC CONTROL Designed By Date Submitted 25 155/4 120/3/4 120/3/4 120/3/4 40/1/2 40/1/2 40/1/2 W g g W Drawn By TIC Date Created 01/20/17 W W J TWO-LANE TWO-WAY ROADWAY TC\LT 08/23/16 30 200/5 160/4/5 160/4/5 200/5/6 40/1/2 40/1/2 40/1/2 p > Q p SHOULDER CLOSURE Approved By BG Scale. AS SHOWN 35 250/6 200/5/6 240/6/7 240/617 40/1/2 40/1/2 80/2/3 U) ai Client: 40 305/8 280/7/8 320/8/9 320/8/9 40/1/2 80/2/3 80/2/3 INTERMEDIATE TERM OPERATION THE IE N C LAV ES 45 360/9 440/11/12 520/13/14 560/14/15 80/2/3 80/2/3 120/3/4 N.T.S. 56655 ROUTE 25 50 425/11 520/13/14 560/14/15 600/15/16 80/2/3 120/3/4 160/4/5 SOUTHOLD, NYProject 55 495/13 600/15/16 600/15/16 680/17/18 80/2/3 120/3/4 160/4/5 TABLE 410.05: CHANNELIZING DEVICE APPLICATION FOR INTERMEDIATE-TERM STATIONARY WORK SITE PLAN TABLE 410.03: PROTECTIVE VEHICLE REQUIREMENTS ZONES RECEIVED F___— OCT 17 2023 Project Address: NON-FREEWAY WORK ZONE PROVISIONS z MUTCD COMPLIANT CHANNELIZING DEVICE 56655 ROUTE 25 CLOSURE TYPE ROAD TYPE&SPEED v W Southo Town SOUTHOLD >45 MPH 35-40 MPH <30 MPH a-n Planning Board INTERMEDIATE-TERM cz Plann oar SUFFOLK COUNTY, NEW YORK EXPOSURE CONDITIONS STATIONARY WORK ZONES w W in w co c () W J J County Tax Map Number: Contrail Number: WORKERS ON FOOT OR INVOLVE WORK THAT p z z W W w w > cn O >- V Y p Q 1000-63-3-15 VEHICLE EXPOSED TO P, TMIA P, TMIA SEE NOTE 2 OCCUPIES A LOCATION w ~ Z U Q a a Q W Q _U Regulatory Reference Number. LANE CLOSURE OR TRAFFIC o a p O � Q E Q n N n- a FOR MORE THAN 1 w � A�I��.OV�� �� I'_ .J J cn Title of Drawing: ENCROACHMENT DAYLIGHT PERIOD UP TO 3 z a a U Q a s w a ¢ n' _j Q OTHER HAZARDS NO P, TMIA SEE NOTE 2 SEE NOTE 2 CONSECUTIVE DAYS, OR Mi w o z E- W g z g v > v m PLAE�tNI?gQ BOARD WORKERS EXPOSED v z of O of _ NIGHTTIME WORK THAT � `� Q WORKERS ON FOOT OR OCCUPIES A LOCATION c~n w > > °- TOWN O� S4UTHOLD WORK ZONE VEHICLE EXPOSED TO P, TMIA SEE NOTE 2 SEE NOTE 2 FOR MORE THAN 1 HOUR TABLE 410.06: REQUIRED SIGN SIZES* SHOULDER CLOSURE OR TRAFFIC DATE I , Q i Z SHOULDER/MERGING/ T IRA P E I C CONTROL ENCROACHMENT 20 FT. * X X SIGN NON-FREEWAY FREEWAY OTHER HAZARDS NO SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 SHIFTING TAPERS 40 FT. X X MARKING FOR 2 2 2 PLAN y WORKERS EXPOSED G20-2 36X18 48X24 , W LEGEND TRANSVERSE BUMPS N/A X X X X W20-1 36X36 48X48 TRANSVERSE DEVICE P: PROTECTIVE VEHICLE REQUIRED FOR EACH CLOSED LANE& EACH CLOSED PAVED SHOULDER 8'OR WIDER, IF WITHIN CLOSED TRAFFIC 800 FT. X X X X X 0 W21-5 36X36 48X48 Drawing Number: o OF NEWy o THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE, THE PROTECTIVE VEHICLE SHALL BE LANE AND/OR SHOULDER W7-3a 24X18 36X30 @ Q REPOSITIONED ACCORDINGLY DREW REMOVAL OF EXISTING 80 FT. G20-1 36X18 48X24 H TMIA: TMIA REQUIRED GUIDE RAIL 40 FT. X X X X X X 00 4 w WARNING FLAG 18X18 18X18 r NOTES: X=ALLOWED, BLANK= NOT ALLOWED, 0 = OPTIONAL *SEE NOTE 5 ON THIS SHEET. _ 1.NOTES: THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT 1. -A TYPE 1 OBJECT MARKER MAYBE USED IN LIEU OF CHANNELIZING DEVICE. CONSTRAINTS FREEWAY SIZES MAY BE USED ON NON-FREEWAY, IF SPACE 2 Sheet of2. EITHER A PROTECTIVE VEHICLE OR THE STANDARD BUFFER SPACE SHALL BE PROVIDED 2. -CHANNELIZING DEVICES SHALL BE EQUIPPED WITH A FLASHING WARNING LIGHT. DONOT EXIST. `rF� /0925 3 ��� 8 24 DI ESslo PWGC Project Number: g �u Unauthorized alteration or addition to this drawing and related documents AVG 1601 w w NYSDOT CASE NUMBER 97500 is a violation of Section 7209 of the New York State Education Law o ii a AII L0 '4 LAND NOW OR F07,WEPLY OF REs 0 a-_ r!THONY FORGIONE TOWN HARBOR S.C.T.M. 1:0. 1000-61-03-17.3 LANE (IMPROVED, COW,0,TED TO PUBLIC WATER' 9 1--RLY OF LAND NOW OR FORr,! > LAND NO%P,.,'0R F011E[-,LY OF 5� (D VALERIE P-il,SCOPAZ POOL VINCENT DOLON1ITE S., ILEANA DOLOI`,.,1;TE 0 C) &C.T11L NO. 1000-63-03-16 rn &13311. N0. 1000-63-03-17A (f�MPROVED, CONNECT ED TO PUBLIC WATER) (IiMfPROVED,CONNECTED TO PUBLIC WATEP) jI RESTAURANT PARKING I­V!-';r I S1 ICKAD- 50'TURNING RADIUS WOOD POSTS (GRASS) FENCE WITH NETTING PROPOSED 6.5'HIGH LINE OF EXISTING CB P-2 L z 0 a LINE EXIST NG I STORY FRAME RIM 25.1 PROPOSED 6.5-HIGH FENCE DRIVEWAY BE -7W STOCKADE TO WOODEN STOCKADE FENCE ROPG�,*`1)6 611 R SHED TO BE RENOVATED AND REMOVE t-- REMOVED EXISTING PROPOSED FIRE /ACOUSTIC BARRIER G (7, INCORPORATED INTO MAIN HYDRANT F E PROPOSED FENCE STRUCTURE Ci FENCE < DLP LS-7 ..... Strategic Environmental and Engineering Solutions 26 ,EC CART PATH 127E F 'T 32 28 1 28_, 310.00' 'TH NYSDOT TYPE 3 t i 28 S07*44'40"E 29 622.78' DRIVEWAY ENTRANCE 30 S07*3810"E I-v SIGN k 50'TURNING RADIUS WA Uor?,n - -----­', - 11�1 VA Co ,- i I..� I-, LP-B-13 EXISTING WELL I , -L 7 .. .............. ....... M11111 .. NEWPROPOSED TO-BE AAA Z DIA. RDH 1 3- ITEFFECTIVE DRIVEWAY REPUhPOSEO A�­ LO A-5 DEPTH RIM 2.0 1 IRRIGATION WELL C'4 630 Johnson Avenue. • Suite 7 RDH B-2 LCB A4 IrEF ECTIVE DEPTH < LLJ 12'DIA, 5 RIM 30.5 IV RIM I M28. ....... Bohemia NY 11716-2618 IZEFFECTIVE DEPTH 0 12'DIA DIA. 'N 0 0 12'EFFECTIVE DEPTH 0 12' FFECTIVE Phone: (631) 589-6353 Fax: (631) 589-8705 D 'SUPERPAVE'WARM MIX ASPHALT E-mail: INFO@PWGROSSER.COM DLPA-11 :X: 12 PROPOSED EVENT RM. PROPOSED RESTAURANT SIGN 3S )c 12'MECTrVE -N CONSULTANTS 0( NO BASEMENT) 26.5 WI BASEMENT eb ---CONCRETE SIDEWALK 5A\- �6�27� 72 SF (SEE DETAIL ON DWG.No.702) O RIM,11 5 G TO 2 STORY b -4 STRUCTURE TO REMAIN A513 AREA �,4,�EA NYSDOT ITEM 680.0101 1---- 9P� - 9 • 4r U' 27.15 UJ FF EL.32. EXI �-4� EFFE E I rn 0--e- O FMIN. 9 5 I-------- PROPOSED ADDITION C. CL ---- a!: ­.- -,::.I D 29 01; -G RIM 26.5 L) 26 LIJ LU TOPSOIL-ROADSIDE W 491 SF G r-G DIA. a' z z NYSDOT ITEM 610.1402 ­W-W EFFECTIVE �L TURF ESTABLISHMENT-ROADSIDE RIM 28.8 DEPTH WALKWAY NYSDOT ITEM 610.1601 9 DIA. ILI- o El 3 7 PROPOSED PERVIOUS T1 z IrEFFECTI DEPTH SIG NYSDOT TYPE 75' RI 30.5 3 RESTAURANT PARKING J� PIP9 50' 25' 10�]A. WNfSCULPTURE 3- 3- AVM WA15 a�i� (GRASS) tl�FF RIM 5.5 12'DIA. 0 14i ENTRANCE SWIMAIII�C-POOL GARDEN 3 3 1)2 Dtf,4p on b, NAG DUO C .��p IZEFFECTIVE DEPTH ...... 17 DIA , r I DW TEFF 'J,k, 13 U) 50'TURNING RADIUS FJM.� < N,A ff EFFECTNE OEM W \ 112-EFFECTIV� "( '. RIM 26. Fp P 0EF CO: ,VRAINAG 27) OLE�1 I I D2TR- 'VEPTH -trr PA-10 GRADE E OC TIVE 2. DLP L.30.6 no X ................ EPI� 0 LCB G-4 RIM 25.5 PROPOSE 17DR RI 25.9 2 Dlk W 12' PARKING GE1 NEW PROPOSED DRIVEWAY 11 7FFECTIVE DEPTH 12'Dik 1) : I I AREA COTTAGE &EFFECTIVE OEJ�W 2 No. W z 17EFFECTIVE DEPTH AND PARKING 0 H43'3' F�H T 9S 1z trrtu I 1vt utrVI 2 LL LL -== �XRASSP4V Sly TURNING RADIUS FILMOR DRAIN I�F 'A- M ELEV.27.2 or Fl� M M M �0.1 \11 F --_CHESSBOARD BW.27.2i BW:2. DIECORATIVE SHED! N01�45,20"W nool 178.00' DRAIN cb I LCI3 A-9 CO E2 GRAT":27.2 26.5 HOT n.a n RIM 25.8 onol 6 n co PROPOSED 6.5'HIGH RIM 31.8 669 SF -PROPOSED 5 H IN 0 k,12'01A. e U_B4:b. ING WALL GRADE EL.27.5WOODEN ;�25 FF EL.32.0' eb U) HOT STOCKADE FENCE 11.1 E; z LAND NOW OR FORMERLY OF LL C:. z POND DRAIN 0 LL RDH A-7 RIM s rN 0. C15 OD 0 /I -- RIM 30 5 7i 2 2 0 HOT COTTAGE i R&TE1 "'k of I n, 669 SF TDIA RIDGE 9 04 DLP EUGEN TOMASIC&MIRELLA TOMASIC TUB WE�FTFHECTNE POOLAREA PROPOSED IZ EFFECTIVE DEPTH ❑ o STANDPIPE RIM26.5 S.C.T.M. NO. 1000-63-03-14 0 sl z PLAYCOURTS �EFFECTNE DEPTH (IMPROVED,CONNECTED TO PUBLIC WATER) -GRADE EL.'� DLPB-10 W cb 0 OOR DRAIN 7.5' HOT -0 6 1 1 1 DEPTH 0' to �ATEJ�EV:27.2 TUE1 (L V,27 2 RIM 29.5 0 U3 HOT RW,97 25 12'DLA. co 669S PROPOSEDTUB Tw::.b RAMP- TW:30.5 RAMP 0 DUP B-9 ITEFFECTIVE z DEPTH 28 19 DLP C-6 CIO El 7zz R FLOOR DRAIN RDH B-3 DILPC-6 0 W COTTAGE GE4 RVJ'97 2 -D.EF ECTIVE LIRR BANKE 17 Dilk T 22 LA RIM CD LAND BANK ........ 5EFNCTIVE DE n CD, C,�,J WAL no 0 PROPERTY PARKING AY LOCUST LANE AREA GRASS PAVED WALK U Cl 0 C I.C r-ol a ❑U'D iT,iC io... LINE ............ /L�p" W RIM 31.25 RI .5 26 20 ITDIA. 12'DIA.610 dd IT EFFECTIVE DEPTH 17 EFFECT IOU- a LG8 C-3 6. D - Gfkk� DUPBt12 q r,P v q qp;;�p ,P L41 q;.; IE P n a Q'A.V.,P.Q P RIM 26.5 no. Iola X RIM 4.8 qLq P wq-V-P�- 12'Dik M29 LCB A-1 LCB A.: LAND NOW OR FORMERLY OF DI#, 12'EFFECTIVE JANET L. RYAN GARBAGE RIM 31.8 RIM 32.0 J o NEW PROPOSED DRIVEWAY AREA FFECTNEDEPTH 29 EPTH V� 34 DLP A-2 12'DLk (D 12:DIA. f, xr�n11 �0 IZEFFE iW:1 C"4� 12 EFFECTIVE DEPTH a CTIVE DEPT�H 31 In S.C.T.M. NO. 1000 SIGN RIM 31.8 -63-03-13 32 PROPOSED PARKING AREA ono,:, C:5 Lij '�...... 112 DLk F, COO 2'EFFECTrVE i (IMPROVED,CONNECTED TO PUBLIC WATER) DEPTH P 0 34 U­ 'o,GRASS PAVERS 47-: 4 LCB M 27 2 ----- ------ PAM 31.5 d 12'DIA. 7 ......... 12'EFFECTIVE DEPTH . ....... ...... ............. W 6-7 ❑ ❑ RIM 27.5 34 '0 12'D1A.-­­. . ............ 13 ------ 10 --Cl 0 N05'�'50-W ----a- 616.57' L ...... 13 7 EFFECTIVE DEPTH _0_0 WOODEN 11 33 PROPOSED 63HIGH 28 .zT V- STOCKADE FENCE 29 10 REVISED PER NYSDOT COMMENTS 02/03/2023 9 REVISED PER TOWN COMMENTS 12/21/2022 31 30 LAND NOW OR FORMERLY OF 0 40 80 8 REVISED PER TOWN COMMENTS 11/23/2022 F=q - - 7 REVISED PER NYSDOT COMMENTS 09/15/2022 CHARLES W.WITZKE PROPOSED GRADING AND DRAINAGE PLAN 6 REVISED PER TOWN COMMENTS 02/15/2022 ❑-13 a-, 32 SCALE: 1" 40' S.C.T.M. NO. 1000-63-03-28.1 5 ADDRESSED FEIS COMMENTS 05/11/2021 N05*30'5 'W SCALE: 1 40' 4 REVISED PER CLIENT'S REQUEST 02/18/2021 (IMPROVED,CONNECTED TO PUBLIC WATER) 51.34' 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 107/17/2019 R 0 44 ROOMS-UPDATE UTILITIES 104/11/2017 Number Revision Descripbon Revision Date Designed By Date Submitted - TC 01/20/17 Drawn By Date Created TQLT 08/23/16 Approved By Scale BG AS SHOWN Client: THE ENCLAVES > ......... L 1. L L L 56655 ROUTE 25 SOUTHOLD, NY LLLLLLLL-, 1 " Project > DRAINAGE AREA'B' L L DRAINAGE AREA A' L L DIRAINAGE AREEA'D' SITE PLAN DRAINAGEAREA-C . ............ < x­/ Project Address: 56655 ROUTE 25 'r'A It I V ED SOUTHOLD ............ ............ KECE E L _ LL4 L I F- SUFFOLK COUNTY, NEW YORK L L L L L11 L OCT 17 2023 County Tax Map Number. Contract Number. 1000-63-3-15 L. L L SOut o d o- n Regulatory Reference Number: Planning Board 7 ..............1 . ............ ............. Tide of Drawing: z X X z z X A LLL L ............ /; L L-L-L BY VED APPRO PROPOSED SITE 1;� L I pLANNING BOARD ........... ............. ............. t............. ............. .............. �7` DRAINAGE SOUTHOLD TOWN OF AND GRADING PLAN DATE 0 lu?,q PROPOSED GRADING AREA MAP H. Drawing Number: SCALE: NOT TO SCALE �JF NEW �,DREW L C-)'`P CO.- ry - ig 1:4 0 A., 75 11i Sheet Of 0925 3 M G (5 E/ L, S07:4�410"E v �q NEW DRI 9 24 ssI PWGC Project Number: Un uthorized afteration or addition a z to this drawing and related documents AVG1601 W NYSDOT CASE NUMBER 97500 is a violation of Section 7209 of the New York State Education Law Strategic Environmental and Engineering Solutions 630 Johnson Avenue. . Suite 7 Bohemia . NY . 11716-2618 Phone: (631) 589-6353 - Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS `7 fill N07 P vu B. .................... 1 1� 1. 1 i _ 1 TOTAL PROPERTY AREA = 294,202 SF(6.75 ACRES) 84,994 SF(1.95 ACRES) 101,050 SF(2.31 ACRES) 66,921 SF(1.53 ACRES) 41,237 SF(0.94 ACRES) DRAINAGE AREA IMPERVIOUS-32,334 SF DRAINAGE AREA IMPERVIOUS-56,716 SF DRAINAGE AREA IMPERVIOUS-17,422 SF DRAINAGE AREA IMPERVIOUS-19,778 SF DRAINAGE REQUIRED DRAINAGE REQUIRED DRAINAGE REQUIRED DRAINAGE REQUIRED HOTEL ROOF : 26,398 SF x 2"/12"x 1.00 = 4,399.66 CF EVENT ROOM ROOF: 3,651 SF x 2"/12"x 1.00 = 726.33CF ASPHALT: 15,971 SF x 2712"x 1.00 = 2,661.83 CF CONCRETE WALKS: 2,870 SF x 2"112"x 1.00 = 478.33 CF CONCRETE STEPS: 477 SF x 2"/12"x 1.00 = 79.50 CF ASPHALT: 13,069 SF x 2"112"x 1.00 = 2,178.16 CF CONCRETE CURB: 615 SF x 2"l12"x 1.00 = 102.50 CF COTTAGE ROOF: 2,676 SF x 2"/12"x 1.00 = 446.00 CF CONCRETE WALKS: 1,599 SF x 2"/12"x 1.00 = 266.50 CF CONCRETE CURB: 702 SF x 2"/12"x 1.00 = 117.00 CF GARAGE ROOF: 370 SF x 2"112"x 1.00 = 61.66 CF HOT TUBS: 288 SF x 2"112"x 1.00 = 48.00 CF POOL AREA: 10,244 SF x 2"/12"x 1.00 = 1,707.33 CF TOTAL REQUIRED = 2,903.66 CF RESTAURANT ROOF: 2,760 SF x 2"/12"x 1.00 = 460.00 CF ASPHALT: 25,002 SF x 2712"x 1.00 = 4,167.00 CF CABANAS: 600 SF x 2"112"x 1.00 = 100.00 CF CONCRETE STEPS: 62 SF x 2"/12"x 1.00 = 10.33 CF CONCRETE CURBS: 1,498 SF x 2"/12"x 1.00 = 249.67 CF PLAY COURTS: 786 SF x 2"/12"x 1.00 = 131.00 CF DRAINAGE LEACHING POOLS TOTAL REQUIRED = 3,296.32 CF TOTAL REQUIRED = 5,389.00 CF CHESS BOARD: 399 SF x 2"/12"x 1.00 = 66.50 ASPHALT: 15,086 SF x 2"/12"x 1.00 = 2,514.33 CF EVENT ROOF: (2)8'DIA.x 9'EFFECTIVE DEPTH LP'S DRAINAGE LEACHING POOLS DRAINAGE LEACHING POOLS CONCRETE CURB: 420 SF x 2"/12"x 1.00 = 70.00 CF =(2)x 42.24 CFIFT x 8 FT. = 760.32 CF TOTAL REQUIRED = 9,334.82 CF ASPHALT/CURB: (2)12'DIA,x 12'EFFECTIVEDEPTH LP'S COTTAGE ROOF: (2)8'DIA.x U EFFECTIVE DEPTH LP'S - ASPHALTICURBICONC: =(4)x DIA.x 12'EFFECTIVE DEPTH LP'S _(2)x 42.24 CFIFT x 6 FT. = 506.88 CF DRAINAGE LEACHING POOLS =(2)x 100.88 CF.FT x 12 FT 2,421.12 CF =(4)x 100.88 CFIFT x 12 FT. = 4,842.24 CF ASPHALT/CURBS: =(2)x DIA.x 12'EFFECTIVE DEPTH LP'S TOTAL PROVIDED = 3,181.44 CF REST.ROOF: (1)10'DIA.x V EFFECTIVE DEPTH LP'S TOTAL PROVIDED(1)x 68.42 CFIFT x 8 FT. 5389.60 CF 6 =(5)x 100.88 CF/FT x 12 FT. = 6,048.00 CF HOTEL ROOF: (4)17 DIA.x 12'EFFECTIVE DEPTH LP'S = = 5, CF HOT TUBS/CONC.WALK: (1)10'DIA.x 8'EFFECTIVE DEPTH LP'S =(4)x 100.88 CFIFT x 12 FT. = 4,842.24 CF = 389 _ DRAINAGE AREA PERVIOUS-49,499 SF (1)x 68.42 CF/FT x 8 FT. = 547.36 CF ASPHALT/CURBS: (2)12'DIA.x 17 EFFECTIVE DEPTH LP'S TOTAL PROVIDED = 7,102.24 CF (2)x 100.88 CF/FT x 12 FT. = 2,421.60 CF POOL AREA: (4)12'DIA.x 5'EFFECTIVE DEPTH LP'S DRAINAGE REQUIRED DRAINAGE AREA PERVIOUS-21,459 SF (4)x 100.88 CF/FT x 5 FT = 2,017.60 CF REC.AREA/WALK: (2)8'DIA,x 8'EFFECTIVE DEPTH LP'S GRASS PAVERS: 5,785 SF x 2"112"x 0.30 = 289.25 CF DRAINAGE REQUIRED (2)x 42.24 CF/FT x 8' = 675.84 CF GRASSMNDSCAPING: 43,714 SF x 2"112"x 0.30 = 2,185.70 CF TOTAL REQUIRED = 2,214.95 CF GRASS PAVERS: 854 SF x 2"112"x 0.30 = 42.70 CF TOTAL PROVIDED = 9,939.28 CF GRASSILANDSCAPING: 20,695 SF x 2"112"x 0.30 = 1,034.75 CF DRAINAGE AREA PERVIOUS-52,660 SF DRAINAGE LEACHING POOLS TOTAL REQUIRED = 1,077.45 CF DRAINAGE REQUIRED PERVIOUS: (4)12'DIA,x 7'EFFECTIVE DEPTH LP'S DRAINAGE LEACHING POOLS DRAINAGE AREA PERVIOUS-44,334 SF =(4)x 100.88 CF/FT x 7 FT. = 2,824.64 CF 11 TOTAL PROVIDED = 2,824.24 CF PERVIOUS: (1)12'DIA.x 12'EFFECTIVE DEPTH LP'S 10 REVISED PER NYSDOT COMMENTS 02/03/2023 GRASS/LANDSCAPING: 52,660 SF x 2"112"x 0.30 = 2,633 CF DRAINAGE REQUIRED =(1)x 100.88 CF/FT x 12 FT. = 1,210.56 CF 9 IREVISED PER TOWN COMMENTS 12/21/2022 TOTAL REQUIRED = 2,633 CF GRASS PAVERS: 525 SF x 2"112"x 0.30 = 26.25 CF TOTAL PROVIDED = 1,210.56 CF 8 IREVISED PER TOWN COMMENTS 11/23/2022 /15/2022 DRAINAGE LEACHING POOLS GRASSMNDSCAPING: 43,809 SF x 2"112"x 0.30 = 2,190.45 CF 6 REVISED PER TOWN COMMENTS 7 IREVISED PER NYSDOT COMMENTS 009/15/2022 TOTAL REQUIRED = 2,216.70 CF GRASS: (1)12'DIA.x 5'EFFECTIVE DEPTH LP'S 5 ADDRESSED FEIS COMMENTS 05/11/2021 =(1)x 100.88 CF/FT x 5 FT. = 504.40 CF DRAINAGE LEACHING POOLS 4 REVISED PER CLIENT'S REQUEST 02/18/2021 GRASS/LANDSCAPE: (2)12'DIA.x 12'EFFECTIVE DEPTH LP'S 3 ADDRESSED COMMENTS DATED 12/9119 04/08/2020 _(2)x 100.88 CF/FT x 12 FT = 2421.12 CF PERVIOUS: (2)12'DIA.x 12'EFFECTIVE DEPTH DLP'S 2 ,ADDRESSED DEIS COMMENTS 07/17/2019 TOTAL PROVIDED = 2,925.52 = x 100.88 CFIFT x 12 FT. = 2,421.12 CF 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 TOTAL PROVIDED = 2,421.12 CF Number Revision Description Revision Date Designed By Date Submitted TC 01/20/17 Drawn By Date Created TQLT 08/23/16 Approved By Scale BG AS SHOWN Client THE ENCLAVES 56655l ROUTE 25 SOUTHOLD, NY Project: SITE PLAN Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contrail Number D 1000-63-3-15 Regulatory Reference Number: 0 C T 17 2023 Title of Drawing: - Sout old Town Planning Board PROPOSED SITE 1APPROVED BY DRAINAGE PLANNING BOARD AND GRADING PLAN .1 TOWN OF SOUTHOLD s DATEA T E Drawing Number: N h� G i (t 0 'Z.�e12�{ P,��if NEW�,o o DREW N 0, y A�d U w` v r E Sheet of o^' 0925 3 10 24 ESSIO PWGC Project Number: ui i1i Uns drawing alteration delted documents AVG 1601 F to this drawing and related documents w NYSDOT CASE NUMBER 97500 is a violation of Section7209 of the New York State Education Law o 3 a a B-1 B-2 B-3 B-4 (EL.26.0't) GROUND SURFACE (EL.28.0't) GROUND SURFACE (EL.28.0't) GROUND SURFACE (EL.30.0't) GROUND SURFACE A 1 DARK BRN. , , , 1 DARK BRN. , , , A 1 DARK BRN. , , , 1 DARK BRN. 1 ORGANIC LOAM 1 ORGANIC LOAM I . 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' • 6 SP 6 • • • B 8 OL 6 • • ' B 2 SAND,TR.GRAVEL, o 0 5 (SP)(3b) • 7 • • • • • LITTLE SILT 5 3 6 !, • : • 5 4 (SP-SM)(6) • • 5 5 • • 5 5 • • ■ ■ $ • • 5j „LIGH GE • . • 6 „ • • 5 „LIGHT BRN:ORANGE • • - ■ �' 1$ 3 1$ SAND,TR.GRAVEL, • 3 • 3 • � � ° 0 .,- ® � -, Y10 LIGHT BRN.SAND, • • 7 • . 5 19 y 1$ SAND,TR.GRAVEL,SILT • LIGHT BRN:ORANGE • • •TR.GRAVEL,SILT • • • $ SP 3b • • • 6 SAND,TR.GRAVEL, • • • SILT • • • SP 3b ( )( ) 630 Johnson Avenue. • Suite 7 (SP)(3b) • • • • 6 SILT • • • 5 � • �/7 TAN-LIGHT BRN. • (SP)(3b)4 1911 ORANGE SAND, ' • ' 4 18" 4 1711 Bohemia • NY • 11716-2618 • • • 9 TR.GRAVEL,SILT • • • 6 • • ' S • • ' Phone: (631) 589-6353 . Fax: (631) 589-8705 . • . 7 (SP)(3b) • . • 8 • . • g ' • ' E-mail: INFO@PWGROSSER.COM • , 6 6 LIGHT BRN.SAND, • • 5 6 LIGHT BRN.SAND, • , 5 4 LIGHT BRN.SAND, • . • • 5 16" TR.GRAVEL,SILT • • . 5 19" TR.GRAVEL,SILT • • • 5 18" TR.GRAVEL,SILT • • • CONSULTANTS 10 • • • 10 �/71 (SP)(3b) • ' • 10 5 (SP)(3b) • ' • 10 4/18" (SP)(3b) • • • 7 6 6 6 �/4 5 • 4 8 rr • � • s 719" 0 0 s 1811 • , • s 41911 • , • 18 7 • • 8 5 6 8 • • 9 5 6 TAN-LIGHT BRN. 15 SAND,TR.GRAVEL, • • 15 • • 15 TAN-LIGHT BRN. • • • 15 • • 4 SILT • . 6 • . 5 SAND, . . 5 - 5 6 20' (SP) 3b 7 7 18" 7 6 19" 5 • • • ( )( ) • • TR.GRAVEL,SILT • • r . (SP)(3b) • 7 $ $ TAN-LIGHT BRN. 6 19 TAN-LIGHT BRN. • ' • - --._--. .._ _-.. .. - 2 • $ SAND, • 7 ' 6 SAND, • a.. • • • • • , • TR.GRAVEL,SILT • 0 • • • • TR.GRAVEL,SILT • �A9 °,} • • • (SP)(3b) • • • • (SP)(3b) • • • G IStAgp11R <' u 13 20 • • • 20 • • • 20 • • • 20 • • • �•, �, g 's:%�;"t' RELOCATION g 7 N 5 rr 6 -RECEIVED V91 • . 8 6 • . s 0 • 0 8 $ 18 • . '40 OCT 17 023 6 18" 19 18 " ...' • ' 7 ' • • �/6 g 00 00 x • . _ :`, » B-7no' _ o • • • • Southo d Town Planning Board " B-4 25 BRN.SAND, • • • • LIGHT BRN.SAND, • • 25 • • u F,. .�. . 5' TR.GRAVEL,SILT • • 25 • • 25 LITTLE GRAVEL, • • • • - ---=y UNIFIED SOIL CLASSIFICATION APPROVED n [(1��/ 6 (SP)(3b) • ' • G.W.T. 8 • • �/719" TR.SILT • • „B-�J s , �PP�OVED D I • • • 25'-8" • • (SP)(3b) • • 6 • • � 7 818" . : . f"w g 9 19" . . 9 • ; • s 19" • ; • G; a. a SOIL GROUPS TYPICAL NAMES AND SOIL SYMBOLS 8 7 s PLANNING BOARD 3 0 • • • 8 • • • 8 • • • 6 • • • ARE 1=294,'202 SOFT $ $ 1 a TH RU 1 d BEDROCK END OF BORING 27'-0" END OF BORING 27'-0" END OF BORING 27'-0 • : • G.W.T. OR 6.75ACRrES B-2 ; p0, GW WELL GRADED GRAVELS,GRAVEL SAND MIXTURES,LITTLE OR NO FINES : • TOWN OF SOUTHOLD 28'-1" POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. w 9:41AM �- - w w B-3 == ". uw N SB EC CLASSIFICATION IWi SB RE CLASSIFICATION SB RE CLASSIFICATION • • • w _ „, �'' ., GP LITTLE OR NO FINES •,�' DATE • • v a k .,: T.a • • w' GM SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURE 30 • ' • V xdra"o. oT ' B_5 B-6 3 SAND,TR.GRAVEL, ' GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURE j LIGHT BRN.-BRN. • : • .> "F: - ,,, ..".�. D2; .. � ". ,< a B-7 SILT ' • ' - ' � SW WELL GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO FINES 0 0 0 - ., (EL.30.0't) GROUND SURFACE (EL.29.0't) GROUND SURFACE 10 4 20" (SP)(3b) • • ' ` • k . g^u SP POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES • (EL.32.0't) GROUND SURFACE W, ., 4 DARK BRN. , , , 1 DARK BRN. , , , • • • „ $M SILTY SANDS,SAND-SILT MIXTURES o 0 0 1 1 ORGANIC LOAM ' ' ' 1 ORGANIC LOAM ' ' ' 1 DARK BRN. , , , • • o 0 1 1 ' ' ' 1 ORGANIC LOAM ' ' ' • ` 1 2 1611 OL 6 1 ' 1 14" OL 6 ' ' 1 ' ' ' • • ;,„".p ,�,�,•, SC CLAYEY SANDS,SAND-CLAY MIXTURES o 1 1 I �/2 , 1 1 1 151' L 6 , 1 , • ` t5 3 1 1 I E ... oBRN:LIGHT BRN. , 1 , 2 BRN:LIGHT BRN. r I 13 SILT LOAM, r r 1 SILT LOAM, ' ' ' 1 I 1 • • " ° B�� -� ML INORGANIC SILTS,VERY FINE SANDS,CLAYEY SILTS,SLIGHT PLASTICITY 10 TR.SAND,ROOTS ' ' ' ' ' ' 2 SANDY SILT LOAM, r I 1 • rst- "'7:RELOCATION - ". 1 r I TR.SAND r 1 1 • • ,t /".,; `. =, '.:•_: .. ..zlrr+oRTH c •- - a 9 1 1 1 1 2 1 1 I 5 TR.ROOTS ' °", 1, CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS 2 3 OL 6 • • • 2 3 17" (OL)(6) i i i (' OL)(6) • • ' • • • a so" 0x0" 8 o. SANDY CLAYS,SILTY CLAYS 8 REVISED PER NYSDOT COMMENTS 2/03/2023 5 4 BRN.-LIGHT BRN. 2 9 16" • • • 35 ' • ' k 1 % ) �ry OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY I I I 7 REVISED PER TOWN COMMENTS 12/21/2022 • • SAND,TR.GRAVEL, • • • • �/5 SRN.SAND, • • o $ '; `' ` 7 • 6 • • y 3} ,." U 6 REVISED PER TOWN COMMENTS 11/23/2022 • • SILT 1 • LITTLE GRAVEL, • • $ _' "- ._; "? , INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE SANDY OR • • • • :;. ''" ;" "' MH 5 REVISED PER NYSDOT COMMENTS 09/15/2022 ;" s „ . SILTY SOILS,ELASTIC SILTS 5 7 LIGHT BRN.-0RANGE • • • 5 5 (SP)(3b) • • • • 11 " TR.SILT • • • i :rrorerwwr;a: :;.., 5 7 LIGHT BRN.SAND, • • • 19 SP 3b • ' • a " " -• i 4 REVISED PER TOWN COMMENTS 02/15/2022 $ „ SAND,TR.GRAVEL, • • 3 18" • • 7 • j, -<•m c�"• -.1=� '' � CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS 6 ( )( ) p1ff "'"' " • < " 8 3 ADDRESSED COMMENTS DATED 12/9119 04/08/2020 3 9 18 SILT ' $ ' 3 18 " TR.GRAVEL,SILT • • • • . • • • • • • 8 (SP)(3b) 5 • c i _.• a': �: =- OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS 2 ADDRESSED DEIS COMMENTS 07/17/2019 (SP)(3b) 8 0 '^ , .=: : : • ; • • LIGHT BRN:ORANGE • • • • - - 1 REV TO 44 R 04/11/2017 • I -- • • • • 9 ' • ' • • .�-��-•-•-^�-`'-"--�: • -• „�„�.�« ,-.I,;, ROOMS-UPDATE UTILITIES Pt PEAT AND OTHER HIGHLY ORGANIC SOILS Number Revision Description Revision Date • 11 SAND,TR.GRAVEL, • • • • • ,{ '',, ;w _,,..-. _:_ • • 4 20 N.Y.C. BLDG. CODE TABLE 1804.1 • 7 SILT • • • • • ' • " .z MAIN ROAD ALLOWABLE SOIL BEARING PRESSURES, • 8 (SP)(3b) . . • • NYSaoun25 CLASS OF MATERIALS TIC 01/20/17 Designed By Date Submitted • • • • • • � MAXIMUM ALLOWABLE MAXIMUM ALLOWABLE • • • FOUNDATION PRESSURE FOUNDATION PRESSURE • • • 7 • ' • 40 • • • SURVEY OPO OF PHI CA1Y (Notes 1 and 3) * (TSF) (kPa) Drawn By TC\LT Date Created 08/23/16 • • • • • • 1. BEDROCK(NOTES 2 and 7) • • • • • 5J • S/TOAIrMIN Approved By Scale • • • 5 6 19" • • • • • 1a HARD SOUND ROCK-GNEISS,DIABASE,SCHIST 60 5,746 • ' 5 n • ' • ;3. LAND SURVEYING SOUTHOLD tb MEDIUM HARD ROCK-MARBLE,SERPENTINE 40 3,830 BG AS SHOWN 10 • • • 10 6 • ' • ' • ' 12 5 F014t10FS0UFB01D .5U9X9C0UNFI;N.Y. • I INTERMEDIATE ROCK-SHALE,SANDSTONE 20 1,915 Client • 7 • 10 • • 20 • • S.GT,M.rm.I110D-Q?-08•t5 • 1d SOFT ROCK-WEATHERED ROCK 8 766 • • SCAffr=40 JU1Y7,20f6 THE ENCLAVES 6 5 6 Grua: 2. SANDY GRAVEL and GRAVEL(GW,GP}(NOTES 3,4,8,and 9) 7 " 6 16„ 6 . • . • . • w.. :: ;N:'. 2a DENSE 10 958 56655 ROUTE 25 4 2O s 716N • • • - n A ,rs" •,�.; •„-:_,. 2b MEDIUM 6 575 $ • • • 6 • • • 4 $ • • • • • • 3. GRANULAR SOILS(GC,GM,SW,SP,SM,&SC1(NOTES 4,5,8,and 9)* SOUTHOLD, NY • • / 3a DENSE 6 575 • • $ • • • • • 3b MEDIUM 3 287 Project ' • ' • • ' • ' • • • • 4. CLAYS(SC,CL,&CH)(NOTES 4,6,8,and 9)* • • • • • • 4a HARD 5 479 • . • • • . • 45 BRN.SAND, • . • BORING LOCATION PLAN 4b STIFF 3 287 ' • • • 4c MEDIUM 2 192 • • • • • • • 4 TR.GRAVEL,SILT • • • • • • • • • (SP)(3b) • • • 0 25' 75' 150' $I @ALE: NTfio' 400' 600, 5. SILTS&SILTY SOILS(ML and MH)(NOTES 4,8,and 9)* SITE PLAN 5a DENSE 3 287 15 • • • 15 • • • • • 13 6 5 1 g° • ' • 5b MEDIUM I'S 144 • • 15 • • 6 • ' • 50' 160' "^ , 6. ORGANIC SILTS,ORGANIC CLAYS,PEATS,SOFT CLAYS, SEE 1804.2.1* SEE 1804.2.1 5 • DRAWING SCALE: 1 1 OO t LOOSE GRANULAR SOILS and VARVED SILTS • • • • • • 5 • a • ' 7. CONTROLLED and UNCONTROLLED FILLS SEE 1804.2.2 OR 1804.2.3* SEE 1804.2.2 OR 1804.2.3 6 6 • . • . • . 5 y 20 TAN-LIGHT BRN. • 7 18 5 n • • • • *REFER TO SECTION 1804.2 OR NOTES FOLLOWING TABLE 1804.1 IN N.Y.C.BUILDING CODE FOR ADDITIONAL INFORMATIONPr'edAddmss: • • • TAN-LIGHT BRN. • • • 5 6 1$ TAN-LIGHT BRN, • • • • °f SAND, • 0 • $ SAND, • • • SAND, • • • • • • COMPACTION RELATED TO SPOON BLOWWFOOT STANDARD PENETRATION TEST-ASTM D 1586 56655 ROUTE 25 TR.GRAVEL,SILT 7 • • "N" (SP 3b ' • ' TR.GRAVEL,SILT • . • TR.GRAVEL,SILT • • • • SAND SILT CLAY (2"SPOON,tdOtbHAMMER,30"FALL) SOUTHOLD )( ) • • • • • • • • (SP}(3b) • (SP)(3b) • • • LOOSE LESS THAN 10 SOFT LESS THAN SPOON BLOW COUNT ISGENERALLY SHOWN ' • ' • • ' • ' • 50 0 • ' MEDIUM 10TO30 MEDIUM 4T08 s N=17arows IN6"INCREMENTSFORYDRIVETOOBTAIN SUFFOLK COUNTY NEW YORK • • • • • • • a PER FOOT BLOWS PER FOOT(N)USE 2ND&3RD 7 • • • • • • • DENSE GREATER THAN 31 STIFF GREATERTHANST030 WINCREMENT • • • • • • • ' • 5 • HARD GREATER THAN 30 I County Tan Map Number: Contract Number: • • • • • • • • • 6 20,r • • NOTES ROTARY X-HEAVY C8-CASING BLOWS PER UD•UNDISTURBED SOIL 1000-63-3-15 O G SIN 1FOOT DRIVE SAMPLE • • 20 • • • t4 • • CASING CASING Regulatory Reference Number. • • () • • V61 NO-SAMPLE NUMBER- BLOWSPER• SIZE,INCHES 25 2.0 6 INCHDRIVE FEET-DEPTH FROM GND.SUR.• • • • 1. SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. HAMMER WEIGHT.LES. 1ao • USHEDBYWEIGHT IGH6 5OF HAMMER WOH•WEIGHT OF HAMMER 9 7 • ' • 55 • ' • 6 • • • END OF BORING 52'-0" HAMMER FALL,INCHES 30 WOR-WEIGHT OF ROO REG-SOIL RECOVERY IN INCHES 6 20" • ' • s 19' • ' • 7 p • • • w 2. SOIL DESCRIPTIONS ARE IN ACCORD WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. THE LIABILITY OF SOIL MECHANICS DRILLING CORP.,rTS OFFICERS OR EMPLOYEES,FOR ERRORS,OMISSIONS OR NEGLIGENCE RESULTING IN PERSONAL FZ 6 6 �/8 20LLI INJURIES,PROPERTY DAMAGE OR ANY CONSEQUENTIAL DAMAGES,IS LIMITED TO THE AMOUNT OF THE FEE PAID FOR THIS REPORT.THE RETENTION • LL SB RE CLASSIFICATION OR USE OF ANY PART OF THIS REPORT WILL CONSTITUTE AN ACCEPTANCE OF THIS LIMITATION OF LWB3JTY.IF THIS IS UNACCEPTABLE,THE CLIENT �O�I ��$ • • 7 • • 0 • 9 3. GROUND WATER TABLE WAS MEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. MUST NOTIFY SOIL MECHANICS DRILLING CORP.IN WRITING BY CERTIFIED MA1L,WrrHINSEVEN DAYS FROM THE DATE OF RECEIPT.THE FEE CHARGED • • • • • FOR THIS REPORT IS BASED ON THIS LIMITATION OF LIABILITY WHICH IS THE ESSENCE OF THIS AGREEMENT.IF THE CLIENT WANTS A HIGHER v • • • • LIMITATION OF LIABILITY,SOIL MECHANICS DRILLING CORP.,W,LL NEGOTIATE ONE,BASED UPON A HIGHER FEE BEING CHARGED FOR THE ADDITIOW • • • • • • • • • 4. SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN TWO FEET VERTICALLY. AL ASSUMPTIONOF LIABILITY.SOIL MECHANICS DRILLING CORP.,ITS OFFICERS OR EMPLOYEES,HAVE NO LIABILITY OR RESPONSIBILITY TO PERSONS OTHER THAN THE CLIENT FOR WHOM THIS REPORT WAS PREPARED.ANYONE,OTHER THAN OUR CLIENT,RELIES ON THIS AT THEIR OWN RISK. ® BORING O I ®G ' • ' ' • ' • ' • 5. SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER. • • • • - ' ' ' ' ANDREW V.GIAMBERTONE&ASSOCIATES,ARCHITECTS,PC 5 • 25 • 5 • 0 • 6. SOIL TEST BORING GROUND SURFACE ELEVATIONS SHOWN ARE REFERENCED TO TOPOGRAPHICAL SURVEY- 62 ELM STREET .2 6 • • • !�8 Iii • • ' • ' PROVIDED BY:ANDREW V.GIAMBERTONE ASSOCIATES&ARCHITECTS. HUNTINGTON,NEWYORK 11743 6 77720" • 9 201r • • • 7 • • • • • 7 $ 20 • • • Drawing Number: o $ • . • 7 • . • • • . SOIL MECHANICS DRILLING CORP. 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R32'-8" ❑o O 25' e =,$?'P F.1 " b a 'n \ LAWN/SCULPTURE ❑°❑❑❑ : O O ENTRANCE _ _ RS_T' . . - -_ \ GARDEN ,❑ moo° � m a _ RE 7 fn x EAR P• SET R3' Ly 27 I °° ❑° Rt ' O v Q N o FROf- PR 9'-0. ................ .•. ss Q 1 OR \ \ '. < 23'S" + 11 °^ [)lJCREFE :•:•:-•:' :FRO W ;❑ R23' R10 AS110lf1:::.?:.:.:. : ::. >> W w`\ t s GRADE L.30:\ I M I I I / o Y f � \� -�--s PROPOSED / / \ \ C o oR1lY-2" R10' RTC" R7•{^ o \ PARKING i i:-' - �_ w z 'G j , �/ � - \ ° NEW PROPOSES DRNEWAY r+ AREA HOTOTTA� I \ _ _ o //.. ® : ® - �° AND PARKING - Fn - J - G. � ///' ® ® •+\CHESS BOARD _1 ° I- i LL LL LL LL JCAA1A - \ \ ¢ I� ° �o❑❑ I -° ----o_'� 61��- .�.� �-�� w N04°4 20" R \ I I I TW 3 :3 DECORATIVE ° o❑° HED - w ~O P�ND- °o❑ t - N\1 w HOT /Co�AGE�� PROPOSED 2.5 H a�B8 88 BB M "_ ¢ 2• TUB %/ TAINING WALL \ \r w . 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BACK + \ 20 i O o ❑❑❑ R10 000 a PLANNING BOARD PR OSED y" .y• R20' \ i - nr ASS PAVERS❑r i°❑❑ i❑❑❑❑❑❑ ❑❑❑ + TYP. ,� i _ I I Rr R15' LAND NOW OR FORMERLY OF ¢ RBAGE R20' 4' {� yy�9-09-0��� - -a-- _ R1 -10 o W o (' AREA y.ry�yR4 I �;� R4'£" ry ( I 29 'v NEW PROPOSED DRIVEWAY ❑ JANET L.RYAN eb TORN OF aOlJTt�C��-D o; -31- - - RB_ - -� - _Bz' °°° (n S.C.T.M. NO. 1000-63-03-13 SIGN 32 \ �� PROPOSED PARKING AREA C W R33' TI " ( PROVE ONNECTED TO PUBLIC ZO 2 R4 9, \ �;,� \�� q ❑❑ °❑ WATER) -- ------- � IM D C DATE lr 10 + $ 0 TYP. R2' �;cn I- 11 Q R14' 'j�g'I I °P u� 000 GRASS PAVERS 00000❑ 27 RV AR I _ _ - -I w v' - N. A -- � e� - -R19'-6" + J S - - % - - 34 sn +�_:fl - o- - - -N'BZ•� S ,� r- / N05 50"W 616.57' I �n I � 33 �- -•� 11 od,T r \ 9 _ 10 c, \ / ` 9 REVISED PER NYSDOT COMMENTS 02/03/2023 N 31 30 �- 8 REVISED PER TOWN COMMENTS 2/21/2022 LAND NOW OR FORMERLY OF 1 I �' 7 REVISED PER TOWN COMMENTS 1/23/2022 4'� CHARLES W.WITZKE 32 -------'--- 5 REVISED PER TOWN COMMENTS COMMENTS6 REVISED PER NYSDOT 02�;5�2022 i-0---0-o--\o-�d I S.C.T.M. N0. 1000-63-03-28.1 Nos°3o'Sd�n/ (IMPROVED,CONNECTED TO PUBLIC WATER) ---- I I -- 2 51 34' ; - 4 ADDRESSED FEIS COMMENTS 05/11/2021 E E I E 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 II 2 ADDRESSED DEIS COMMENTS 07/17/2019 33 i--- 0 C T 17 2023 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 LAND NOW OR FORMERLY OF Number Revision Description Revision Date PILLES REALTY HOLDING LLC I- ---- S.C.T.M. NO. 1000-63-03-12 I Planning B aWd Designed By TIC Date Submitted 01/20/17 EROSION �I Drawn By Date Created O S I O N & SEDIMENT CONTROL PLAN �� TQLT 08/23/16 SCALE: 1" = 40' Approved By BG Scale AS SHOWN y a Cient s, 0 40 80 1 1.. 1 1 a +x:,:, 1 . ' l ' ' :� 22 STANDARD AND SPECIFICATIONS FOR "'"''"' �. a. _. :.... . CONCRETE TRUCK WASHOUT SCALE: 1" = 40' Sediment and Erosion Control Notes v 56655 ROUTE 25 SOUTHIOLD, NY Fywm a.,._,x<?�14^+. :�`4^, ,, •t -. leaching of liquids into the ground.The liner shall be plastic Project sheeting with a minimum thickness of 10 mils with no holes 1. THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE • or tears,and anchored beyond the top of the pit with an INSTALLED PRIOR TO THE START OF CONSTRUCTION. ADDITIONAL EROSION ° Proposed Notes earthen berm,sand bags,stone,or other structural I P CONTROLS MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT MAY ,t• . .ti... ,� appurtenance except at the access point. DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY THE OWNER OR DESIGNATED OWNERS REPRESENTATIVE. THE FOLLOWING GENERAL Protection Elements SITE PLAN .... *>r r r Ifpre-fabricated washouts arc used they must ensure the CONDITIONS SHALL DESIGNATED OBSERVED. capture and containment of the concrete wash and be sized "'• .. I, ., L, r based on the expected frequency of concrete pours.They ; f t ) shall be sited as noted in the location criteria. A. ANY EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE �- STRAW BALES t EROSION CONTROL PROTECTED AND REMAIN UNDISTURBED. ' Maintenance B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE - -- - - Sediment and Erosion Control Grading OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS Project Address: - •All concrete washout facilities shall A ARE EXPOSED. _ =•.- 1 s a be inspected daily. P Y C. THE LE STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO SF SILT FENCE 56655 ROUTE 25 Damaged or leaking facilities shall be deactivated and REDUCE RUNOFF VELOCITIES AND QUANTITIES.repaired or replaced immediately. Excess rainwater that SOUTHOLD has accumulated over hardened concrete should be 1. ALL 1:2 & 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. Definition&Scope pumped to a stabilized area,such as a grass filter strip. CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT E. SEDIMENT SHALL BE TRAPPED ON THE SITE. III ( FILTER FABRIC DROP INLET PROTECTION SU FFO LK COUNTY, N EW YORK A temporary excavated or above ground lined constructed pit • Accumulated hardened material shall be removed when EROSION WILL BE PREVENTED. NECESSARY MEASURES SHALL INCLUDE, BUT where concrete truck mixers and equipment can be washed 75/o ofthe storage capacity ofthe structure is filled. Any NOT BE LIMITED TO, HAY BALES, AND SILT FENCE, AND SHALL BE MAINTAINED SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND County Tax Map Number: contract Number. after their loads have been discharged,to prevent highly excess wash water shall be pumped into a containment FOR THE DURATION OF CONSTRUCTION AS WELL AS FOLLOWING THE MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW 1000-63-3-15 alkaline runoff from enteringstorm drainage systems or vessel and properly disposed of off site. YORK STATE STANDARD AND SPECIFICATIONS FOR EROSION AND SEDIMENT Regulatory Reference Number: g y • Dispose ofthe hardened material off-site in a COMPLETION OF CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED TdkofUrawng: leaching into soil. PLANTINGS HAVE BECOME ACCLIMATED ESTABLISHED. CONTROL, LATEST EDITION". construction/demolition landfill.On-site disposal may be Conditions Where Practice Applies allowed if this has been approved and accepted as part of LAN DGRADING AREAS the projects SWPPP.In that case,the material should be 2. EXISTING TREES TO REMAIN - SHOWN WITH LIMIT OF TREE CANOPY- 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE - Washout facilities shall be provided for every project where recycled as specified,or buried and covered with a CONTRACTOR TO PROVIDE TREE PROTECTION FOR ALL EXISTING TREES TO INSTALLED PRIOR TO ANY GRADING WORK ALONG THE LIMITS OF DISTURBANCE ; concrete will be poured or otherwise formed on the site.This minimum oft feet of clean compacted earthftll that is REMAIN PRIOR TO EXCAVATION, GRADING, CLEARING OR GRUBBING. TREE AND SHOULD BE MAINTAINED FOR THE DURATION OF THE WORK. NO SEDIMENT S E D I I�E N T o facilitywill receive highly alkaline wash water from the permanently stabilized to prevent erosion. FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES A D g Y PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON J STABILIZED CONSTRUCTION ENTRANCE cleaningof chutes,mixers,hoppers,vibrators,placing • The plastic liner shall be replaced with each cleaning of PP P s SHEET C-400. WETLANDS OR ROADS. 91 equipment,trowels,and screeds.Under no circumstances will the washout facility. wash water from these operations be allowed to infiltrate into • Inspect the project site frequently to ensure that no EROSION CONTROL 3. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH the soil or enter surface waters. areas. THE discharges are taking place in non-designated THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. Design Criteria DUST CONTROL 4. PROPER MAINTENANCE OF EROSION CONTROL STRUCTURES IS TO BE C LAN W Capacity: The washout facility should be sized to PERFORMED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED contain solids,wash water,and rainfall and sized to STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, allow for the evaporation of the wash water and CLEANING OF SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR OF SEDIMENT CURB DROP INLET PROTECTION rainfall.Wash water shall be estimated at 7 gallons BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND CLEANING -=��abr Drawing Number. per chute and 50 gallons per hopper of the concrete AND REPAIR OF INLET PROTECTION. ��0F NEW y pump truck and/or discharging drum. The minimum �`P ENO R E w 0 w size shall be v feet by 8 feet at the bottom and 2 feet 5. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING C� o deep.If excavated,the side slopes shall be 2 CONSTRUCTION. c SOIL STOCKPILE AREA horizontal to 1 vertical. � y w� Location: Locate the facility a minimum of 100 feet from 6. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT o drainage swales,storm drain inlets,wetlands,streams and SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE = °°E other surface waters.Prevent surface water from entering the CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS w structure except for the access road.Provide appropriate PERMANENTLY STABILIZED. Sheet Of access with a gravel access road sloped down to the structure. O 092523 cc PwGC Proles Number: 24 a Signs shall be placed to direct drivers to the facility after their �Cr p EJ JIO a load is discharged. prQF � Liner: All washout facilities will be lined to prevent w w Unauthorized alteration or aditn z z NYSDOT CASE NUMBER 97500 b this d violation and o elateddocurnents AVG1601 w< is a wiolafion of Section 7209 �a of the New York State Education Law o 3 a a SYMBOL SYMBOL SYMBOL SAND BAG OR SYMBOL FLOW 2"X4"WOOD FRAME X MINIMUM LENGTH ALTERNATE WEIGHT ' r fh OF 2"X4" _ 4"VERTICAL FACE 1.5'MAX. .........- STAKE 2"x 4"WEIR •......_... .__._ •� 2"STONE VIPNLE FABRICBEDDING DETAILFILTER CLOTH x4"SPACERNOT TO SCALEMESH TMIN. DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAWIL=BALE DIKE FOR SLOPES LESS THAN 25%. I O _P- 7 III ^a Strategic Environmental and Engineering Solutions ANGLE FIRST STAKE TOWARDS DITCH OR DIVERSION TO IIII �II' r,.�i 6'MAXIMUM SPACING �J f OF 2"X4"SPACERS BURIED FABRIC PREVIOUSLY LAID BALE. 1 +r"► 40 DIVERT SURFACE FLOW s DROP INLET r�./ WITH GATE FLOW arr& atr awr �uur arr. = BENCH " /- FRAME 2"X 4° : ! �° � ■ ® ® e �rL .0, err. GRADE 2-3/u q ` BOUND BALES PLACED /� �•'-I l� ]Tm=: ANCHORS rgvnil arrr.. arr ;` HR A 630 Johnson Avenue. . Suite 7 ON CONTOUR. y auar ywr .urr .uu mu. `/"-�-� f (�- DIST. • NY 11716-2618 iYYI iW� JIL y JIL t JY. '' .0L t JIL y A1,,' -�vim`/' 2 RE-BARS,STEEL PICKETS 1 't,�1"2. + + _"" + + rr.W` STONE-� Bohemia . glIg7IIII�I IlA I "ylllll`Igq RF�q 'iL a y `! t �C a"t a I I I I I 1'MIN. I, OR 2-X2"STAKES PLACED N '�. % Phone: (631) 589-6353 . Fax: (631) 589-8705 DRIVESTAKESFOUSHWITH UND. Y IIIII111g11IIIpIItR ~'�` """` ` �+u,,� � /� GATHER EXCESS �:� E-mail: INFO@PWGROSSER.COM IhI 1'MIN. II�"i... hill Ilk a .rt A :. .2"X 4" TOP OF BALE. tiRlj +E A� � �+W� '� � AT CORNERS I I I I I CLOTH j ANCHORING TOSCALEDETAIL II Y 1�Iillaa �a� � �l `i MESH SPACER CONSULTANTS 6'MIN. IIII yi 2"x 4"WEIR CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS "IpllIlq�t 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.STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A LENGTH OF 3 FEET. 3.WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. RE-BARS DRIVEN THROUGH THE BALE.THE FIRST STAKE IN EACH BALE SHALL 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR. WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT.BALES TOGETHER.STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4.THE WEIR SHALL BE SECURELY NAILED TO 2"x 4"SPACERS5.FABRIC SHALL BE EMBEDDED 1 FOOT BELOW GROUND AND BACKFILLED. 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 5.THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED PROMTLY AS NEEDED. 6.A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST BY 2"x 4"ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO OF THE FABRIC FOR OVER FLOW STABILITY. INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. MAXIMUN DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 1 ACRE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE FILTER FABRIC U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE STRAW BALE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DIKE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DETAIL NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION PROTECTION PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE WOVEN WIRE FENCE SYMBOL SYMBOL (14 1/2 GAUGE _ I I EXISTING -- SYMBOL W/6"MESH 3' S PAVEMENT 3� CONSTRUCTION SPECIFICATIONS 10'C.TO C. SPACING) �\ 36"LENGTH FENCE EXISTING _J/ FILTER -f MN MOUNTABLE BERM POSTS DRIVEN 16" GROUND CLOTH PROFILE (OPTIONAL) 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING 7- CLEARING INTO GROUND AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. 71 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, HEIGHT OF FILTER APPLIED AND IMAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT STABILIZE ENTIRE PILE WITH VEGETATION EXISTING CONTROL PLAN AND THE"STANDARDS AND SPECIFICATIONS FOR SOIL EROSION OR COVER 4' 1 il GROUND AND SEDIMENT CONTROL IN DEVELOPING AREAS". 4, �' y1 8 2 SLOPE OR LESS W W W W'k W W �, W EXISTING 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED W W W W W 1 y W PAVEMENT IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. W WW W W PERSPECTIVE VIEW 4. AREAS TO BE FILLED SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO W W W W W W PLAN VIEW REMOVE TREES,VEGETATION,ROOTS OR OTHER OBJECTIONABLE MATERIAL. 36"FENCE POST °"" W W W W W W WOVEN WIRE FENCE(14 1/2 GAUGE 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF W W W W W W WW W W W W W W W W W W �, W W W W W W W W 11 W/6"MESH SPACING)WITH FILTER FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. W W W W W W W W W W W W W W W W W W W W W W W WW 1 O CLOTH 20„ 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE, W W W W W W W W W 9 CONSTRUCTION SPECIFICATIONS SETTLEMENT,SUBSIDENCE OR OTHER RELATED PROBLEMS.FILL INTENDED TO r k FLOW SUPPORT BUILDINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED '. ,� � 8 REVISED PER NYSDOT COMMENTS 02/03/2023 r..' UNDISTURBED GROUND -- }'�1.STONE SIZE USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. � 6 REVISED PER TOWN C 7 REVISED PER TOWN COMMENTS 2/21/2022 O MMENTS 1/23/2022 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 REVISED PER NYSDOT COMMENTS 09/15/2022 EMBED FILTER CLOTH 16" A 30 FOOT MINIMUM LENGTH WOULD APPLY). IN THICKNESS. 6"IN GROUND. �� 0 4 REVISED PER TOWN COMMENTS 02/15/2022 4„I� 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. 8. EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN �\y�OQ� SILT FENCE s�OAF�? 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 SECTION VIEW 4.WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT PARTICLES,BRUSH,ROOTS,SOD,OR OTHER FOREIGN OR OTHER OBJECTIONABLE (WITH WIRE FENCING 2 ADDRESSED DEIS COMMENTS 07/17/2019 POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SUPPORT IN SLOPES>2:1) 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 CONSTRUCTION SPECIFICATIONS ENTRANCE TO SITE. SATISFACTORY FILLS. Number Revision Description Revision Date 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5.FILTER -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 9. FROZEN ALS OR SOFT,MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL OF STONE NOT BE INCORPORATED IIN FILLS. CONSTRUCTION SPECIFICATIONS Designed By Date Submitted OR STAPLES.POSTS SHALL BE STEEL EITHER'T'OR"U"TYPE OR HARDWOOD. 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. TC 01/20/17 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS INSTALLATION NOTES Drawn B IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF TC�LT Date Created 08/23/16 FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. DEVELOPMENT. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. Approved)By Scale FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,6"MESH OPENING. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL BG AS SHOWN PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. Client 3.WHEN TWO SECTIONS FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. OR OTHER APPROVED METHOD. 3. UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SURROUNDED 22 IRAF1 I OOX,STABILINKA TI 40N,OR APPROVED EQUIVALENT. 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING WITH EITHER SILT FENCING OR STRAWBALES,THEN STABILIZED WITH 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH 56655 ROUTE 25 VEGETATION OR COVERED. 4.PREFABRICATED UNITS SHALL BE GEOFAB,EN'VIROFENCE,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 4. SEE SILT FENCE DETAIL ABOVE. Project: "BULGES"DEVELOP IN THE SILT FENCE. RAIN. SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE STABILIZED U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE SILT FENCE NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIFICATIONS SOIL STOCK PILE DETAIL 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 RECEIVED ProjectAddress: 56655 ROUTE 25 OCT 17 2023 SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUtho Town County Tax Map Number: Contract Number. Planning Board 1000-63-3-15 Regulatory Reference Number: Title of Drawing: - APPROVED BY PLANNING BOARD SEDIMENT A N D TOWN of SOUTHOLD EROSION CONTROL Ii DATE 1'Ip`-Lc�zc� DETAILS W i Drawing Number: NEW), �PNDREW 0� 0 o E m Sheet of S 0925 3 ��� 13 24 OR FESSO PWGCProject Number. a u w Unauthorized alteration or addition Z to this drawing and related documents AVG 1601 z`� NYSDOT CASE NUMBER 97500 Is aviolation of Section 7209 of the New York State Education Law o a a 12" (MIN.) 50' MIN. LENGTH MEASURED ALONG t OF CONSTRUCTION ENTRANCE / EXIT (SEE NOTE 1) HIGHWAY EDGE OF PAVEMENT 24" TRANSITION (TYP.) OUTSIDE EDGE APPLICATION NOTES: OF TRAVEL LANE 6" CRUSHED STONE A. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE/EXIT IS TO REDUCE OR OR GRAVEL MIN. ELIMINATETHE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS. 12" MIN. COVER OVER PIPE 12" (TYP.) GENERAL NOTES: 1. MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS. GEOTEXTILE STABILIZATION, �`cr FILL, MATERIAL MEETING THE REQUIREMENTS 2. PROPOSED DRAINAGE PIPES SHALL BE SIZED WITH SUFFICIENT CAPACITY TO CARRY DITCH STRENGTH CLASS 1 ' ��'�'^���� � `�--_ OF EMBANKMENT MATERIAL. FLOWS (12" MIN.). ALTERNATIVE WAYS OF TRANSPORTING DITCH DRAINAGE ACROSS ° _ o GRADE AS NECESSARY TO PROVIDE SMOOTH SAG ORIGINAL 1'r CONSTRUCTION ENTRANCE / EXIT MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL VERTICAL CURVE ALONG CONSTRUCTION GRADE BYTHE ENGINEER. D Strategic Environmental and Engineering Solutions DRAINAGE PIPE, 12" MIN., IF NECESSARY ENTRANCE / EXIT (SEE NOTE 3) (SEE NOTE 2) 3. DRAINAGE PIPES OVER 20" DIA. THAT ARE NOT BEHIND A ROADSIDE BARRIER SHALL INCLUDE SAFETY END SECTIONS OR GRATING TO ENSURE TRAVERSABILITY. . .. TYPICAL CONSTRUCTION ENTRANCE / EXIT PROFILE (CUT AND DITCH SECTIONS) D D ' �1 HIGHWAY EDGE 4. THE CONTRACTOR SHALL GRADE PREPARE N M ORIGINAL GROUND. E GEOTEXTILE OVER THE ENTIRE AREA THEN PLACE 6" OF 3 CRUSHED STONE OR GRAVEL ENTRANCE MATERIAL UP TO THE EDGE OF PAVEMENT. OF PAVEMENT 5. LAYOUT DRIVEWAY OPENING PER TAPER METHOD OF LAYOUT FOR A MINOR COMMERCIAL o ° 50' MIN. LENGTH MEASURED ALONG t OF CONSTRUCTION ENTRANCE / EXIT (SEE NOTE 1) _� OUTSIDE EDGE DRIVEWAY ON STANDARD SHEET 608-03. a 630 Johnson Avenue. • Suite 7 — —�—" --- I OF TRAVEL LANE 6. DETERMINE DRIVEWAY WIDTH "W" FROM THE MINOR COMMERCIAL DRIVEWAY CLASSIFICATION OF TABLE I ON STANDARD SHEET 608-03. Bohemia . NY . 11716-2618 �L Phone: (631) 589-6353 . Fax: (631) 589-8705 24" TRANSITION [TYP.) 1. INSPECT THE CONSTRUCTION ENTRANCE / EXIT AT LEAST WEEKLY FOR SEDIMENT --- - ACCUMULATION WITHIN THE STONE SURFACE AND FOR GENERAL SURFACE CONDITION. ® E-mail: INFO@PWGROSSER.COM `-GEOTEXTILE STABILIZATION, 8. PERIODIC MAINTENANCE IS REQUIRED IF SEDIMENT IS TRACKED ONTO PAVEMENT AND COST STRENGTH CLASS I OF MAINTENANCE WILL BE INCLUDED IN THE UNIT PRICE BID. ® CONSULTANTS TYPICAL CONSTRUCTION ENTRANCE / EXIT PROFILE PLAN (FILL SECTIONS) " A DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY (SEDIMENT FILTER LOG) I DRAINAGE PIPE---. (SEE NOTE 2) \ I s3 CRUSHED STONE OR GRAVEL- �- WIDTH "W" \\ I 1 f ``, (SEE NOTE 6) 1 1 NOMINAL 2X2 WOOD POST SEDIMENT o I1 GEOTEXTILE STABILIZATION, �.. I FILTER LOG `- \\ STRENGTH CLASS 1 - 1 ; 1.2 SLOPE (TYP./—(HEIGHT 6") FILL MEETING THE REQUIREMENTS--, \ �DIRECTION OF EMBANKMENT MATERIAL \ �� OF SURFACE 6" 1 /GRADE TO DRAIN I I RUNOFF FLOW / IN DIRECTION OF / SURFACE FLOW - ----► SEE TABLE 1...--_ `� -✓l ?�' ': %':r>,,,, Sri: :cr G� � i I ) I SEE NOTE 3--- �r --- - - - �r� -� - - - - - - - - - - - - - - - - ;...-........_X....... i II i II � II 1 I 50' MIN. LENGTH "L" MEASURED ALONG OF CONSTRUCTION ENTRANCE / EXIT 1 I 1 BOTTOM OF DITCH o=iw� — - — - — - — - — - — - — - — - — - — - — — - — - fi ��•.� :�.�, .���::..�';��;�'� \:O II 1, d DRAINAGErI $ w 90 DEGREES- o I - STRUCTURE WALL TYPICAL CONSTRUCTION ENTRANCE 1 EXIT SECTION A - A 1 1 1 12' (MIN.) y 0 0 ............... .......... ._.� i i i I..__i FILL MATERIAL TEMPORARY SEED AND MULCH '- i I TABLE 1 CROSS SECTION —� X HIGHWAY SPEED CONDITION DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY APPRIOVED BY I i'S 2 ALL SPEEDS - PROTECTED BY BARRIER (SEDIMENT FILTER LOG) 3 < 50 MPH PLANNING BOARD 6 2 50 MPH o I TOWN OF SOUTHOLD w w RECEIVED I W W ---- DATEUJ I i ' NOTE: HIGHWAY WORK PERMITS A _ OCT 17 2023 -OF-WAY SIDEWALK WITHIN NYS RIGHT THESE ARE FOR USE WITHIN THE NYSDOT RIGHT-OF-WAY Sout o Town TYPICAL CONSTRUCTION ENTRANCE / EXIT PLAN (N•T"S•) Planning Board (CUT/DITCH AND FILL SECTIONS) --- ----- WELDED WIRE FABRIC (W2.9 6" X 6" WIRE REINFORCEMENT MAT PLACED AT MID V 0" MINIMUM FOR NEW THICKNESS OF THE SIDEWALK) OR FIBER CONSTRUCTION, REPLACE REINFORCEMENT. SIDEWALKS CROSSING EXISTING WALK AT EXISTING COMMERCIAL DRIVEWAYS MUST BE OFFSET, REINFORCED WITH WELDED WIRE FABRIC. 11 — 5" / 4" TOPSOIL, COMPACTED, SEEDED10 R.O.W. 6" t AND MULCHED ITEM 610.1602 - ESTABLISHING TURF 9 REVISED PER NYSDOT COMMENTS 02/03/2023 I / ITEM 610.1403 - PLACING TOPSOIL 8 REVISED PER TOWN COMMENTS 2/21/2022 -- -. 1.5% MAX— -• / 7 REVISED PER TOWN COMMENTS 1/23/2022 PED.ACCESS ROUTE/ c o _ ------.—_. _.—.. 6 REVISED PER NYSDOT COMMENTS 09/15/2022 BUFFER ZONE SIDEWALK WIDTH SLOPE TRANSITION 5 REVISED PER TOWN COMMENTS 02/15/2022 WIDTH VARIES~ 4'-0"MIN. MATERIAL AND — E '"1 � ��• `� � '�` � ,� ``-�' I7 4 ADDRESSED FEIS COMMENTS 05/11/2021 �/ __... -ROOT CONTROL FABRIC, (SEE NOTE 13) WIDTH VARIES TIE INTO �1 ;__....,.__— -- �� AS REQUIRED; ADJACENT 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 i —._ -. \ • EXISTING GROUND - I - - - TO TREES, TO FULL DEPTH 2 ADDRESSED DEIS COMMENTS 07/17/2019 CURB(TYPE VARIES) 6"(TYP.) 6"(TYP.) (SEE 609 SERIES OF SIDEWALK AND BEDDING. 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 STANDARD(SEE 609 SERIESETS) CONCRETE WALK, 4" THICK TYPICAL. Number Revision Description Revision Data pPE 6" THICK THROUGH DRIVEWAYS. NO-1E1Q1 1.5%"M S� REMOVE, REPLACE AND ITEM 608.0101 - CONCRETE SIDEWALKS Designed By Date Submitted VPR�ESISEE RESTORE UNSTABLE SUBGRADE AND DRIVEWAYS (CLASS D CONCRETE) TC 01/20/17 _ S AS ORDERED BY ENGINEER. BEDDING Drawn By Date Created ITEM 120N SUBBASE COURSE, TYPE 2 TC\LT 08/23/16 Approved By Scale SURFACE TYPE 6"MIN.SUBBASE,WHERE (SEE NOTE 13) 6"SUBBASE REQUIRED(SEE NOTE 9) CROSS-SECTIONAL VIEW Gent � AS SHOWN THE ENCLAVES 6"MIN.SUBBASE,WHERE 4"CONCRETE SIDEWALK REQUIRED(USE NOTE 9) (6"AT DRIVEWAYS) 56655 ROUTE 25 6" 25 ,--'TO REMAIN SOUTHOLD, NY SEE PAVEMENT —� � SAWCUT EXISTING WALK RECONSTRUCTION OPTIONS VARIES - — l Project: A AND B ON THIS SHEET TYPICAL SIDEWALK CROSS SECTION CURBED D � - WITH BUFFER ZONE Y^ �c - NYSDOT DETAILS SCALE: NTS 1/2" PREMOLDED \,- SAW CUT OR WET -SAW CUT SIDEWALK BITUMINOUS-IMPREGNATED % CUT CONCRETE AT JOINT NEAREST Project Address: FELT. FULL WIDTH AND WITH TROWEL OR CONSTRUCTION D c• DEPTH OF CONCRETE D- ` °' JOINT TOOL, 2" ° °• ` LIMITS. 56655 ROUTE 25 SLAB. U MINIMUM DEPTH, EXPANSION / CONTRACTION / FULL WIDTH OF CONSTRUCTION SOUTHOLD JOINT / JOINT CONCRETE SLAB. JOINT SUFFOLK COUNTY, NEW YORK County Tax Map Number. Contract Number. PROFILE VIEW 1000-63-3-15 Regulatory Reference Number. NOTES: Title of Drawing: 2"TOP COURSE 1) THE GRAVEL OR STONE BASE SHALL BE PLACED ON A WELL GRADED AND COMPACTED SUBGRADE. THE GRAVEL OR STONE BASE SHALL BE ITEM 404.098101 THOROUGHLY COMPACTED. " 3"BINDER COURSE NYSDOT TYPE 3 FINISHED WITH A 1/4 RADIUS EDGING TOOL. THE FINISHED CONCRETE SURFACE SHALL - CURING COMPOUND \ ,\`J 2) ALL EXPOSED SURFACES SHALL BE BRDOMED AND EDGES FINIS o ITEM404.198901 BE TREATED WITH A CLEAR, NON YELLOWING CU I H:% .• 3) NO CONCRETE SHALL BE PLACED BEFORE APRIL 20TH, OR AFTER OCTOBER 31ST. NO CONCRETE SHALL BE PLACED UNLESS THE AMBIENT AIR AND BASE MATERIAL SURFACE TEMPERATURE IS ABOVE 40 DEGREES. 6"BASE COURSE IN TWO 3"LAYERS NYSDOT DETAILS W ITEM404.258901 4) ALL WORK SHALL CONFORM TO NYSDOT SPECIFICATIONS. 6"SUBBASE COURSE 5) ALL WORK SHALL CONFORM TO ADA REQUIREMENTS. h ITEM 304.10119917 6) CONTACT NYSDOT ENGINEER IF PROPOSED SIDEWALK IS LESS THAN 5' WIDE. W TACK COAT ITEM 407.0102 1) RUNNING SLOPE/GRADE WHERE HWY GRADE IS 5% OR LESS: 4.57 RUNNING SLOPE/GRADE WHERE HWY GRADE IS 57 OR MORE: HWY EDGE OF PVMT GRADE IS TYPICAL PAVEMENT RESTORATION DETAIL MAX Drawing Number. OF NEW N ��- y. �'�Q' PND R E WAft � O,p�• o SUPERPAVE WARM MIX ASPHALT310& SCALE: NTS C N r �e W >� = o� Sheet of N 0 0925 14 24 A�OFE SS P WGC Project Number: a M ui iu P Unauthorized drawing alteration related ration or additionAVG 16 01 Z�' NYSDOT CASE NUMBER 97500 ��isaviollationofSection7209 documents LL o of the New York State Education Law o 3 a � S,C•`1',,. ... Pi'J. 1i�'JI?-�°�-(13-17.v � � G - - - (IM;D'i;Ot,FfD,C OI'NEC T ED TO PUBLIC V."ATER) � C LAND NOW Or FOR".`ERI,Y OF 'OF,FORMERLY OF U_ c? 05, Irf ND NOYi VALERIE M.SCOPA7 VINCENIT DOLOMITE&ILEANA D LOI'`v11TE � 0 � 0 S.C>T.M. NO. 1000-03-03-16 ;Landscaping (II��PROVED, CONNECTED TO FUEBLIC WATER) S,C.T.M, NO, 1000-63-03-17.4 15'DEEP FRONTAGE LANDSCAPE AREA IN (IP` 4i `atr C3;CO3; I CTED TO PUSS IC WATER) NOTE:DIRECTLY EAST OF HOTEL 2-1 COMPLIANCE WITH SECTION 280-94 ROOM,PLANT CUPRESSOCYPARIS 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF TRANSITIONAL ZONE C6 15'DEEP FRONTAGE LANDSCAPE AREA IN THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN,ANSI LEYLANDII 18 -20 TALL. 15'DEEP FRONTAGE LANDSCAPE AREA IN Z60.1. _t 4 _ COMPLIANCE WITH SECTION 280-94 ACER RUBRUM ', CUPRESSOCYPARIS TRANSITIONAL ZONE RELOCATE EXISTING 1 COMPLIANCE WITH SECTION PROP PATH CUPRE S 133 \ / STORY FRAME 280-93(B) 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. OCTOBER GLORY'(2) ORNUS FLORIDA i ( ) 27 ' \ GARAGE TO REM 2B 3. CONTRACTOR SHALL STAKEOUT PLANTINGS FOR ENGINEERS AND/OR LANDSCAPE ARCHITECTS APPROVAL 32 VAR RUBRA(4) 28 62 28 i2 ti SO7°44'40"E + 10.00' _ PRIOR TO BEGINNING WORK. 3031 8'10,.E 29 r •?�-# " °R'� .-, p `: ,,.; atw;;. y,r,."-, ;: �•':> '•., p..., S07 3 _ n, ,r m ,x,x „� , r; ,r`° s _f r.- a 4. SHOULD LOCATION OF TREES BE WITHIN 5'OF UNDERGROUND UTILITIES RELOCATE SAID TREES TO MIN.5' ^ A, F'` `- ' L TO UTILITIES. „., ., `W. �, � ' FROM BALL „ o` 7 .°•-�. .,-°--°--•` ,; . ,,. � ,o„ t,. ,, 3, :�..: _ : „r...: .>< .. .-,. •.�, .,. .. .:_. ...,.: .. �; ... . ,, ,�.., r€ SHOULD LOCATION OF TREES BE WITHIN - �. ., .. � '. . r , <.. .t a,: . ,,., :.�.�._......_ - I IN 20'OF OVERHEAD UTILITIES RELOCATE Strategic - �. �. _. � .. .,. �g.,. .«. ., ..,r... .. �:. ., �. .. �.�• � . .,.• �.� .,. _.... �.,.... _, C TE SAID TREES ate is_ "� I6 � - ``' , ', I TO MIN. Environmental ... „ , >; e. _. � .,,�. �:. `� • , ....__._ ... . _�,.�> g tal and Engineering Solutions .,r.. .:,, ,:,,.. „�..., ,.,,:.$�,., ,,,,., .�'.': :.. �:,.,' _. _` ,:;;� .., , ,,,_ . , , --- - . .,;: .�, .:�;; . . . . . TAXUS X MEDIq +.€ ngin 'n S „m. .,,ati: � ,- .....,. , b. CORN g ^+� s .; ; T _......_ ' '._ TAXUS X MEDIA FLORID WIRES.TREES WILL BE PLACED ON UNDISTURBED EARTH AND BACKFILL WILL CONTAIN AT LEAST 50 0... ,,,,. .,...: �.,..: ..•,•: __ �'_._.r,.. � US F �. HICKS 22 PERCENT OF THE SOIL TAKEN OUT OF THE PLANTING HOLE, 0 PROMOTE GROWTH IN T .:, :`e, °_"'•, 'HICKSII'(173) HE SURROUNDING :. . - I \ AR ET ,. ,• ,. < ; SOIL 1• � y � ® - -.y ®� � - 6. ALL BEDS SHALL BE MULCHED�• :, ...,, WITH 4 a . , �:�:-:• e i :�:�:�:���:=:�:�:�:�:�:�:�'�:�::�:�:�:�:�:�:�:�:�:�:�:�:�':�:�:i:�:�:�' .�:t�:�:�:�:�:� INCHES OF FINE SHREDDED .,, ...�'• o •.:•.t_... ..,,;;, .,,..,..... D BARK MULCH AND SHALL BE KEPT AWAY FROM THE IMMEDIATE BASE OF TREES AND SHRUBS. •�" FAIL 1179 SF � ° INTAINED IN HEALTHY AND VIGOROUS GROWING CONDITION PLANTS THAT f E AND TYPE•""�`•' T THE BEGINNING OF THE NEXT '-'"-�� LANDSCAPING SHALL BE MA ' ' LANDSCAPE - '' -'-'��:�:M�• ' � � 2 SHALL BE REPLACED WITH PLANTS OF COMPARABLE SIZE PE A sti Yv: AREA PER 403 SF LANDSCAPE 5'LANDSCAPE 2 GROWING SEASON TO MAINTAIN PLANT DENSITIES AND SPECIES MIX, 630 Johnson Avenue. • Suite 7 qli ... - AREA PER SECTION i SECTION o AREA PER 8. PLANTING OF DECIDUOUS TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE 1 AND OCTOBER 15 Bohemia • NY . 11716-2618 O >: 2 2eas5(A) 26.5 ;::::i: 280-s5(A) 1 SECTION 280 93(B) / TO DECEMBER 15. PLANTING OF EVERGREEN TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE Phone: (631 589-6353 • Fax: 631 589-8705 r > t _t_ ' z 1 AND SEPTEMBER 1 TO NOVEMBER 15. ) ( ) 0'MIN. ___ - •;'. / PROP.TREE ,.2 ;:;:;:;a - RNUS FLORIDA -q� - o E-mail: INFO@PWGROSSER.COM �O s. PER SECTION Q -- ••�• 26 I II � IF PLANTING AND/OR SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH MUST BE . ... ...�.,::�� VAR RUBRA(4) 1 � - - R, -'- 260 95(A) >: :`?::_;� I 263 SF APPLIED UNTIL FAVORABLE WEATHER CONDITIONS PERMIT GERMINATION AND GROWTH,BUT NO MORE " 8'M N K 1 -" _-T-;:; _;:'...::-;.';:_'-:-: :::' '::`<:,:� !____ __ "_I LANDSCAPE i THAN 6 MONTHS AFTER PROJECT COMPLETION. m"" I r1 0 1assF o .+ V - CONSULTANTS o ,v, -0 15,�, 29 LANDSCAPE $ z AREA PER SECTION 10. ALL PLANTING BEDS SHALL BE CULTIVATED TO A DEPTH OF 8 INCHES AND RAKED TO REMOVE SOD CLUMPS, ACER RUBRUM :- c c--c- F O AREA PER a ::::;::: �80 95(�l 15'DA�P F{��-NTAGE . NDS fjAP WEEDS,STONES AND OTHER FOREIGN MATERIAL EXCEEDING 2 INCHES IN DIAMETER.IMMEDIATELY AFTER 'OCTOBER GLORY'(2) " "-" SECTION >7 n p R AREA IN :1 'OCTOBER o PLANTING WRAP DECIDUOUS TREES TRUNKS FROM BASE TO FIRST LIMB WITH 4 INCH WIDE BITUMINOUS 280 95(A) ;:::; SECTION 280 93(B) v IMPREGNATED,INSECT RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE.TIE WITH JUTE AT - �+, :,, TOP AND BOTTOM. THE TRUNK WRAP SHALL BE REMOVED ONE YEAR AFTER PLANTING. r e 1 T.P N \ , ' d ' ,,u, au❑t;uu ":v� r, u�uau .. rjQ 2rJ -� z S. t V.E.� �, . ti' 11. THE USE OF NATIVE,DROUGHT-TOLERANY PLANTS IN LANDSCAPING IS REQUIRED. 12• FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%OF \ m a` _ 27� )n ,_n: THE TOTAL NITROGOEN N THE MIXTURE IS REQUIRED. or- LIGUSTRUM nt ., o . . . . . . . . . . . . . . . . . . . EXIST.TREE PER 13. A MAXIMUM OF 1 SB.OF NITROGEN:.:.:.:e.:.:.: O N PER 1000 SQUARE FEET IN ANY ONE APPLICATOR WITH A CUMULATIVE IBOLIUM ) 1 O PROP.TREE PER SECTION 280-95 A APPLICATOIN OF 0 MORE - �NU FL RIDA „ ( ) ::::::..... N E THAN 2 LBS,PER 1,000 SF PER YEAR IS REQUIRED. \� BAR RU RA s-� \ O r n SECTION 280 95(A) 14. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM ` -S s O O : ;u 299 SF LANDSCAPE ® ___ _ O ,• ' TAXUS X MEDIA F AREA PER SECTION ACER RUBRUM € BETWEEN NOVEMBER 1st AND APRIL 1st IS PROHIBITED. TM_ _\ 0 280 95 A r ` , 15. PHOSPHORUS CONTAINING GRATER THAN 0.67 IS NOT ALLOWED EXCEPT WHEN ESTABLISHING A NEW LAWN. -. LI STRUM X \ ` 'k' ' n 'HICKS[['(67) O OCTOBER GLORY (2) I"w LIGUSTRUM X _ I; A;� ,, - UPON COMPLETION OF LANDSCAPING WORK,ALL EXCESS SOIL,DEBRIS,ETC.SHALL BE REMOVED FROM THE SITE. ' YAt 99, ( ) : 'a Grp n = ,,;.. !r `,'•, «`..,,; THE SITE SHALL BE IRRIGATED. SPRINKLER HEADS AND PLUMBING FIXTURES SHALL NOT ENCROACH UPON ANY :. - o RIGHTS-OF-WAY OF THE TOWN OF SOUTHOLD. • CORNUS FLORIDA AREA IN PARKING - - O o VARRUBRA(1) o -- 2 u enr N04° ' AREAINC PLIANCE 32 LI USTRUM� \ _'-'- c WITH SECTI ~ \I IB LIUM 48 LIGUSTRbNI X LIGUSTRUMX 26.5 Q �' 280-95(B)(c) o �' �, 2. : ( ) IBOLIUM(36) \ JUNIPERUS DAVURIC O IBOLIUM 36 \ (2) w 26 XPANS U) 'CORNUS FLORIDA l BRA(3) • i ` VA j YJ CUPRESSOCYPARIS I �` • AREA PER LIG STRUMX �--- �-�--- � ��--�-- LEYLANDII 10 � ' u J SECTION IBO IUM(48) ; RIDGE LIGUSTRUMX RIDGE ( ) ! / "•r ' O cA - . � 2ao-s5 A f \� IBOLIUM(25) ,� �, `� j , Z - - p j ! 15'DEEP FRONTAGE LANDSCAPE AREA IN ���,� - O 1. o W _ LIGU RUM X-----v- O \ ry COMPLIANCE WITH SECTION �;, ( ) ` 2023 i LI USTR t= IBOLIUM-(2 UMX a: ;o O o ` - IB LIUM(53 O O FIVE SHADE TREES ALONG FRONT i ' (li out o Town O 28` _ E WITH SECTI' . :-�:�:-:• : . . o : ;� •��,, YARD IN COMPLIANCE ON Planning Board ;✓� �� unn:.,:, cna�no�nan Hann _, ecc 280-93(AS SHOWN) I r,:ennnnnannnnnncrr, 'G; GRASS PAVED WALKWAY in : .,-rinnnacnrnnr:n a%i;i %'y Q z \ LA O - •�^ APRF'O�IDY PROPOSED FIRE HYDRANT ❑❑ ccc i Ir.:nr.: u NOTES: ---j-- - ..crn1f r.r r \ REMOVE ALL PLASTIC&WIRE TABS. PLANNING ®A`QD ORN�S LO IDA µmoo- ` ^nnnr.r:cnnnnno, SSAVEF25n :nnnnnnornnrr o I o NATURAL AREA "- ,` � ° o I o � b,, b� b,, ° --3 - r .� 520 SF LANDSCAPE - I - ' "' - '�• ACER RUBRUM '-- . AREA PER SECTION VAR RUBFh -( - " JUNIPER S DAVUR CA LAND NOW OR FORMERLY OF DO NOT CUT BURLAP FROM SIDES - -- -- - - - \ 'OCTOBER GLORY' 2 ="= OF BALL. ✓` �Y" 280 95(A) LIGUSTRUM 'E�CPA A 12 29 '"' O JANET L. RYAN i \ REMOVE ALL PLASTIC CORDS FROM `R/ ti� \ CORNUS FLORIDA X IBOLIUM PROP.TREE PER ( ) n� o \ TREE BALL,IF PRESENT. T®tl� �F SOUT���D ACER RUBRUM \ PROP.TREE PER 31 SECTION TREE 95 A 0 S.C.T.M. NO. 1000-63-03-13 OCTOBER GLORY'(3) CORNUS FL RIDA 32 SECTI ON28095(A) VAR RUBRA(2) ( 5) ( )� ' ' ( ) 4( � .° w >; � (IMPROVED,CONNECTED TO PUBLIC WATER) I !�/�`j U , AIM - -_--_ c l L o I I-ti� VAR UB 1 I r:nonn . ''� DATE € - \ A. � JUNIPERUS DAVURICA 'GRASS PAVERS �, ;:, \ � 27 �„� 1 I i -i _•" �``� � 'EXPANSA(3) Y 1 - , yUPRESSOCYPARIS 34 o c,.,x' p to ,. ..,,�:.. -- ' ',W� oa - _ N , ° ° - - ° ::' ;;r; `` r., _ LEYLANDII - I ° - EVERGREEN TREE P '50"W ...�° °. _ ��' s.:r, - - ° -- -° . = 616.5 A _ ° z q 33 / LANDSCAPE PARKING / ,o \ . __ - _ ACER RUBRUM \ AREA IN COMPLIANCE LANDSCAPE PARKING 1 \ CORNUS FLORIDA o 0 1 N 'OCTOBER GLORY'(3) WITH SECTION AREA IN COMPLIANCE as VAR RUBRA(3) �° Q N WITH SECTION m SOIL SAUCER,TOP W/MULCH 290-95(8)(C) ACER RUBRUM 280-95(B)(C) 30 SET TOP OF ROOTBALL 1"ABOVE t N 31 'OCTOBER GLORY'(2) u/ FINISH GRADE LAND NOW OR FORMERLY OF 1 SHREDDED BARK MULCH AT 4"DEPTH 11 o CHARLES W.WITZKE 32 4"DEPTH OF COMPOST,INSTALL 10 AND MIX W/PLANTING BACKFILL A G MIXTURE 9 REVISED PER NYSDOT COMMENTS 02/03/2023 --o-O °-� S.C.T.M. N0. 1000-63-03-28.1 $ REVISED PER TOWN COMMENTS 2/21/2022 Nos°3o'S "w (IMPROVED,CONNECTED TO PUBLIC WATER) CUPRESSOCYPARIS 51.34' \ LEYLANDII(46) LANDSCAPE PLAN '' REMOVE BURLAP FROM TOP 1/3 7 REVISED PER TOWN COMMENTS 1/23/2022 = OF PLANTING BALL a 6 REVISED PER NYSDOT COMMENTS 09/15/2022 m PREPARED PLANTING MIXTURE 5 WN C SCALE: 1" = 40' LAND NOW OR FORMERLY OF `f 25%COMPOST OMMEN4 /15/2022 ADDIRESSED ESED PER OIS COMMENTS 02/11/2021 nu I Ce MCA TV Un1 nlr.1rl r I r+ �'<� 75%TOPSOIL 0 40 80 �� ' PH RANGE:6.7 TO 7.0 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 -i-I_.. 5 LBS.TYPE 1-ROOT GROWTH 2 ADDRESSED DEIS COMMENTS 07/17/2019 NCS= ='i,r:.':`I"i-'-!! ENHANCER PER CUBIC YARD OF LL "' .' 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 ii:_...:. MIXTURE -- - I-_ -- Description Revision Date SCALE: 1 - 40 BALL DIA, DO NOT EXCAVATE LOWER THAN Number Revision BALL DEPTH.IF EXCAVATED BELOW THE BALL DEPTH BACKFILL AND COMPACT Designed By Date Submitted XISTING TREE BALL DIA.x 2 MIN. TO PREVENT SETTLEMENT. TIC 01/20/17 t_ AT TRUNK ROPOSED q O ^ PLANT CENTER Drawn By Date Created 08 TYPICAL TREE P i3/16 STONE RETAINING CANTING LT O Approved BY Scale - PLANT ROW SCALE: NTS BG AS SHOWN WALL Client _ _ PRUNE 1/5 OF GROWTH& 117 M MAX WALL HEIGHT TYPICAL ON CENTER ' 23 O O O BROKEN BRANCHES BUT / n° a SPACING AS LABELED ON ,.- +r� PLANTING PLAN RETAIN LEADERS AND .__ �' -- h ��.. `,•��, �`Cfx•,5,`', -r`Jj -_ -_ - _ _-_ .-`-A_�--- NATURAL FORM OF SHRUBSOUTHOLD, NY ' T Puw�nc�o E 25 PLANT SET AT ORIGINAL PLANTING Project s 18"MIN. C DEPTH �r�,,r nay,;,•`..1r 'r,: - r,\„•x.,� .v`M1 J O'�8poep"%t 0 0� 1X'` �' SHREDDED BARK MULCH `' b^s >^ ; :' ,;# ,� w 3"MULCH WITHIN QTY BOTANICAL COMMON SIZE SPACING �.`: a "- aa= 3"DEEP HRE L NAME NAME r <_ , t EARTH SAUCER AS SHOWN AS SHOWN GRASS SEED AS SHOWN SEED Y: 12"MIN. PLANTING BACKFILL PROVIDE FULL COVER SITE PLAN �.; D WEED BARRIER 27 ORN FLOWERING 2 CALIPER MIB&B. AS SHOWN ~ `_; � .',�>• ,� � WHERE SHRUBS ARE PLANT C US FLORIDA VAR RUBRA RED ,,.•,i - , x,-y,; ,, ; /V :',.,.`.y IN MASS EXCAVATE ENTIRE E DOGWOOD LANDSCAPE PLAN N { •-, e. PLANTING BED 452 LIGUSTRUM X IBOLIUM NORTHERN PRIVET 2 GALLON CONTAINER HEDGE TRIMMED Project Address: TYPICAL GROUND COVER LAYOUT HEDGEASSHOW SCALE: NTS 56656 ROUTE 25 MIXTURES. ROOT ROOT AS ER 133 CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS (EAS18'-2T 'TALL,B&B AS SHOWN,8'±O.C. �_, R , .; TOPSOIL MIXTURE F_ 3"DEEP SHREDDED BARK MULCH BALL BALL A.A.N STD. (EAST PROPERTY LINE& (133) SOUTHOLD STP AREA) SUFFOLK COUNTY, NEW YORK 0 61 CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 1$'20'TALL,B&B AS SHOWN,8'±O.C. XISTING TREE ¢ UNDISTURBED EARTH (WEST PROPERTY LINE) (61) County Tax Map Number: Contract Number: AT TRUNK JUNIPERUS DAVURICA EXPANSA PARSONS JUNIPER r1 6"MIN 1000-6 3-3-15 PLANTING BACKFILL MIXTURE I I I I I I F 2 GALLON CONTAINER AS SHOWN Regulatory Reverence Number. ROPOSED o t,,`r�: vv. '�_' . 11111 II� 18 - - 'f {� ' - Title of Drawing: ::. _. STONE RETAINING _ , _ i._._ i;.__ AS SHOWN !�.-: �=- I I--� ACER RUBRUM'OCTOBER GLORY' RED MAPLE • AS PER 10 2.5"-3"CALIPER,B&B WALL - ( AS PER 6 A.A.N.STD. A.A.N.STD. 6 LANDSCAPE o • < TYPICAL SHRUB PLANTING MIN. MIN. 262 TAXUS X MEDIA'HICKSII' HICKS YEW 2 GALLON CONTAINER HEDGE TRIMMED PLAN ' AS SHOWN � " SCALE: NTS TYPICAL LARGE SHRUB PLANTING w AND DETAILS •' 18 MIN. SCALE: NTS TEMPORARY TREE PROTECTION +•..• / �, NOTES: EXISTING TREE TO REMAIN-SHOWN WITH LIMIT OF TREE CANOPY- CONTRACTOR TO PROVIDE TREE .9 PROTECTION FOR ALL EXISTING TREES TO REMAIN PRIOR TO EXCAVATION,GRADING,CLEARING OR GRUBBING. SCALE: NTS " / FINISH GRADE(LAWN) 1.SPRAY ALL PLANTS WITH ANTI-DESSICANT. TREE PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON THIS SHEET. '2 CONTINUOUS CLEAN, SHARP,&SMOOTH 2.SHRUB SHALL HAVE SAME RELATION TO FINISH GRADE "' ..•<' �, j SHOVEL OR TROWEL AS EXISTED AT NURSERY. SHAPED EDGE ,s - EXISTING TREE DESCRIPTION AND SIZE cli 6" BETWEEN LAWN AND 3.IF BALLED&BURLAPPED,REMOVE TOP 1/3 OF BURLAP. NOTE: Drawing Number: MULCHED AREAS . '*B&B-BALLED AND BURLAP • 4-REMOVE ALL PLASTIC&WIRE TAGS Of NE ° FINISH GRADE(MULCH) ALL TREES,SHRUBS AND GROUND COVERS SHOWN y -- _ �• � � _-_ Ii;;' S WNTO Q' NDREw 5. REMOVE ALL PLASTIC CORDS FROM TREE BALL,IF APPROXIMATE SCALE AT 10 YEAR MATURE SPREAD TOTALS �� P W O 12"MAX.WALL HEIGHT PRESENT IN GROUPINGS OF SHRUBS,EXCAVATE ARE SUBJECT TO CHANGE BASED UPON FIELD INSPECTION. !:! F AND BACKFILL ENTIRE SHRUB BED AREA w/PREPARED BACKFILL y w o ALL TOPSOIL FOR PLANTING SHOULD HAVE A LABORATORY r TESTED ORGANIC VALUE OF 5%MINIMUM.SOIL SHALL HAVE A NOTE: PERMANENT TREE PROTECTION ` / PH VALUE BETWEEN 6-8.SOIL SHALL BE FREE OF ALL STONES P_ AND ORGANIC MATTER LARGER THAN 1 112"DIAMETER.SOIL 2S �� sheet 5 of 24 a WHEN GRADES SURROUNDING TREES PERMANENT TREE PROTECTION TYPICAL EDGING BETWEEN LAWN AND MULCHED AREAS FOR PLANTING PITS SHALL BE AMENDED AT THE RATEOF7 Fp 092 3 4 GREATER OR LESS THAN 1:2 SLOPE OR 1' SCALE: NTS SCALE: NTS CUBIC YARDS OF WELL ROTTED MANURE PER CUBIC YARDS A�OF PWGC Project Number. a OF TOPSOIL. ESSIO W w GRADE CHANGE. 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Lumi@na SCALE: 1" = 40' THE ENCLAVES Symbol Qty Label LLF ANTON LARGE WALL 'I ,TECH LIGHTING' ANTON LARGE WALL 7.TECH LIGHTING 0 4 T3 0.900 56655 ROUTE 25 • 12 T4 0.900 0 40 80 THOL NY 4r 5 T5 PRODUCT FEATURES SPECIFICATIONS ,11�_ 0 0.900 _1ME.,2112KZ"E1= 'E"T I 1 2 0.900 . H,-1,­l,1,Pl­­!r;d;,­,­P,,[� ­­­-E-1 Al­­�m, . .-. ,e . S"'.-�wiw.c ­ "' " ­..........�,."". ..I -____­_-.­_ ----_ - -� ­ !. I . SCALE: 1" = 40' 1 ­­­­............ .- . ­­......I--.........................­.....­­..... - F ***-- 2 0.660 _igi I. ­­ �,,,�., -i I ,I ltow i. - 1 0.900 . Indilect:12u,"ii-tion "I ­­, 1. ­_11 -------1, ­­­--- -----_--------------------------- n" 1 $-,, .1 Ll.�i�.------------",-------Z-. _­­ � ­­­ ­ - V­� - I- .� . .1 ;; EIEE 2 n 0.900 . I'6�W l Pill".I � W.FC;�i_1,C�__,­­­_________,_1._._, __­ ,- *** ** ? 1i 1140 MH 0.900 . F'1111 011flffli&]e tl1'­Jl atl�lj L I ni,11'P ­�,-s,,r�--------------,---------- ------------- ---- -� � -1__-­­_­­­_­._.___.­__,_­___...- 1� bRy-DED . k . _! -­­. . �,,,Itl lti,�o b,a 5-yea,111119nty D,,,a-,ltW.'AL�,X U,'Vlq�- I C',N;�L Ll�*,**,*Z************ . .. .-1�,._............ I­........11....�­..­­.­11 11 I-. � .......I... .. ..........�4 L DI ...... .......... ...-. I �.,ii,j�,t,,�J"',t�,,�,,,-�f,,,,�".,ty�,,-,��,, � !NCLYC"S. . .. ... ...._....... ............. . ............. . ,_ SITE PLAN NOTES � 1. PROPOSED SUITE LIGHTING IS COMPLIANT WITH CHAPTER 172, LIGHTING,OUTDOOR-REGULATIONS OF I . SITE LIGHTING PLAN THE TOWN OF SOUTHOLD, NY,PART 11,GENERAL LEGISLATION. Project Address: 2. PROPOSED 8,527 LUMENS PER ACRE. LAMPING � 56655 ROUTE 25 3. ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF SOUTHOLD 1,, BUSINESS AND/OR WHEN NOT IN USE. LIGHTS THAT ARE CONTROLLED BY TIMERS OR THAT ARE ii � .'' LAMPING SPECIFICATIONS ,;��__ _ _�__ ___ _ _____.LtO__�.�_­_ ..� iNTEGRAI ED LE D _... . .. ­1 LID .... Not - ­­ . ­­­`. ......I... - MOTION-SENSOR-ACTIVATED ARE ENCOURAGED TO REPLACE EXISTING LIGHTING NECESSARY FOR SAFETY _�Ei, -1- .11 SUFFOLK COUNTY, NEW YORK _ - � _­­_1____._1__________ - � ­­­ . -.--.------.----.----- ---�---- U,,,k1­tv ­11 ,� 5-_ - -_ - PURPOSES. ­,,vl,.rw-.T'�­1'1'Ell". *"*'**** , , ,, ­­­­­­ ­­ ______ .....____ ____ � -1.-. _•- __ _---*--- - ---- - --- �� � . . - County Tax Map Number: Contact Number: INPLiT V0,T-Er ftl­-6 TIPF ­­,­­-,",��.WC - 4. ALL AREA LIGHTS ARE FULL CUT-OFF. cc, --__ � ­­-­­-­­­1­�I,I,00- ­ - ­-- ­­--------- - -- ---- 1000-63-3-15 .­_...'', . . ­­....................................................�..........�..........�..........................._._ P11....................-..........__........ . -... ................-....­­_­.9, "�i, - I -�-1- ­­­­ ­_­_­__.__­____________­_ Regulatory Reference Number: 5. PROPOSED LIGHTING DOES NOT EXCEED 0.05 FC AT PROPERTY LINES ABUTTING RESIDENTIAL USES OR llD11lrDME__._1-.--�-.�--�-�--..�-.---,---.�-.--.--.-�-----1--l- __ ____ - ­­__­__­__.________ L711 ��:"11 . PUBLIC RIGHT OF WAY. �'�,�ii6_,e_,Z,j�,__------- .. .................__........................._._.. ..­ ... Tire of Drawhng: M1-.SE-C-LE LEG- ___--- _­ '_ '-' __­-,­----------­----­- , -- -----­-- -- L­I.AIC , llt",71,1 11 1, � I.................... .-. ­1 .......I..........­­............ I. I..... 6. PROPOSED LIGHTING DOES NOT EXCEED 0.1 FC AT PROPERTY LINES ABUTTING COMMERCIAL USES. LAMP­­� *****' ****' _ ­­*,,,r,.t.,11.E . . I............- . ..........................�...�................ .CW,C­ -i".11 I- ­­_- -- -1-__--- 11_1___­_­_.­____­_. - .-------- -_.__�__�­­ 1. I-1-____ -__---..-________­__­_­ 7. EVENT SPACE LIGHTING FIXTURES TO BE SIMILAR TO THE HOTEL BUILDING FIXTURES. -'­:LT� N1,� LINIE! tll�-�"It 1.l; �l d,r-l"AW llMD­T1'- --' ' --_--- - t", -, I ��', . ­­ .. ..I I -1.1. . . ...,.. ­­­- ........I.........- .................. �I-I I..........- ��.. . ­.. ­. -SITE LIGHTING n ORDERING INFORMATION . -F NOTES W 70qS?11..TN111l cot OR I F.P I FNGTH(A) F-1. VOLT-E. - .. - , .. . . ... . .9',.;,..�..I I 1,.............-,27 MOK�.................................2�:�-.... ....�.....I..................0.ii.- , )(NV tj.111 1�A 10\Ji7.I...,...I....... -­.........I........... � 1.DIRECT BURIAL CABLE 6"OR 12"BEHIND EDGE OF PAVEMENT THROUGHOUT AND AT A DEPTH OF 21-10" BELOW AND DETAILS R 11 FINAL GRADE. T20/T24/JA,9 INFORMATION - I I ­71 6 PW.11­11 N. "� L,t,U-P I­- . "--- ­­ ­ ­.­_------- W 2.CABLE IN PVC OR GALV.IRON ELECTRIC CONDUIT WHERE CABLES CROSS WALKS OR DRIVEWAYS, SIZED AS :,�,.,,'��,'.'�,,�"", "".""11.1 0 ,­,l"rff, " �!,­­,al,)'111.21--IAI i,,__�.. , � ...­­ .I - �­­­....- �� INDICATED AND 7-0" BELOW FINISHED GRADE,AND AT LEAST Z-0- BEYOND EACH WALK OR PAVEMENT EDGE. , - "It-l. , "' , 1`�,,�. . ­11� C. "I'l Drawing Number: - ** 3.LED 95 WATT FIXTURES AND POLES AS SPECIFIED. !.."I't ­_11-...1,11,11-.1 ,_�:�.____:,_ __411. ­­,.­­­ OF NEW p 2 7110ollANT. -.1-�­1 I'll 11:11-, .- -,.11 �I 1- `C _ _ _ S? )OR NAME _ _ ' A\ D 10 �2 - . V EW �), NOTES ,& �--�L;',,�t--11­'.­­I-,-­t �L . ..=J 0 111.1.1-1 11 I'll 1.11­ 11 � ­­1.-11 11--l.. l.1­1 I I I . ., � _111111111-1 19 4. LARGE DIAMETER CABLES ARE REQUIRED TO MAINTAIN NO MORE THAN 3%VOLTAGE DROP AT EACH FIXTURE. -:_t,,",- - ,,, -'I"', I 1'r A &� 91! _ 2 . I,--- J . 77, _,_,_______, 1,�1.-t­;�'. . = `�""""`� �t S� 5.SPLICING OF VARIOUS SIZE CABLES SHALL BE DONE IN BASE OF POLE AND SPLICES SHALL BE WATERPROOF. r_ FM 1 6 E Sheet of ��__ 9 , " -0-- I ,�-_ I 9WE , ) I _`-0 " V11 Vi 1��`- , -1 -.0 I.. t�" I-11­1-,1-... -0�� .. - 1.�-_s I .. ,��\ I, Ft_�-f'_-'?-�O\t-�, _- o �������� � I to I- '_ t*' t'o--t" �Iwl ."�-td I".. - - - `�- - - -- to to .. 1. - t-� t ,, I.- to � - � U Q ' ,, I t.- I.ti 1__ _�il'JPh'l \ P I -i, 0925 3 .6- . 16 24 .e", 1_ssIr - 9� 115 PWGC Project Number: -i� 2 to th tj �`j Unauthorizedalter 'on or addition ij z EE is awing and 1_U J NYSDOT CASE NUMBER 97500 is adrviolation ofreWed Section 7209 documents AVG1601a:< of the New York State Education Law ,-," I :E S . 1a 0_ J' ktAj i b Project: Project: b.o b.0 b.0 b.o b.o b.o .0 *0 o b. b.0 !11I� Fixture Type: Quantity: Fixture Type: Quantity: << ( - � ' Win 16 sre^ Customer: Customer: ).D b.0 b.0 1.0 b.0 b.o b.0 b.0 b.0 b.D b.0 b.0 b.0 b.0 b.0 b.0 b.a b.o b-o��--b.o U.o b.o b.o b.o b.o b.o b b o b. b.o b. 15 - ).0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o 1.0 b.o b.o b.o b.o b.o 1.0 b.a 1.0 1.0 b.o b.o b.o b.o b o b 0 b. b.o b. _ aaai .. �®' OQ ':9 LIGHT GUIDE _°- aq,, Ir.ww / Material: Electrical: ).a b.o' b,o b,o b.o b-o b.0 b.o b.0 b-0 b.o b.o b.o b.o b.o b.o b.o b.o 10.0 b.0 b.o b.0 b.o b.0 b.o b.o b.o I b I b 0 b. b.c b. All parts are durable 356 cast aluminum and 20kA max/10kA nominal surge protection PERFORMANCE heavy duty spun aluminum. device is standard. ° . All hardware provided shall be stainless steel Type ll Type 111 Type N Type Drive Current ).0 b. o b.o b�b.o� b.o b.0 b.o b. 0 1966 b.o 5.0 b.o b.0 b,0 b.o b.0 b.0 b.0 b.0 b.o b.0 b.D b.o b n b. b.0 b. or zinc plated steel. Approximately 12"of pull wire extends from / o S07°44'40"E s 3f'0°00' Iuminaire.Additional pull wire provided for - * Strategic Environmental and Engineering Solutions Lens: post mount arms and wall mounts. LED Delivered Lumens Delivered Lumens Delivered Lumens Delivered Lumens Nominal o. U. 0.0 .o u.o b.0 .n b.o b.o b..o t-4--b.9--b;m ' 0 .o b.o t.o oho V. b i b Light Guide LED Panels feature a high Wattage CCT CRI Lumens Per Watt B t)(^ Lumers Per Watt B LI G Lumens Per Watt B U G Lumens Per B LI(� Type II Type III Type IV Type V System -° transparency,dot matrix PMMA light guide with Finish: { an optical efficiency of 76%. A polyester powder coat high quality finish is eledro statically applied and baked at 430° 2700K 70 2966 99 1 0 1 3143 ,os t o 1 3346 112 2 0 2 3057 b Q 0 t _'_ Fixture Mounting: for exceptional durability and color retention. -- 26 318" - - 102L z o 2 9oonw szSmA 9zsmA azsmA crow _ _ / 0 6 5 z 1 i b o b. b- b. �0� �` Fi • (` 3 J +1, 1 Post Top:Standard Flush Mount Adapter Produdsundergoanintensvefivestep 3000K 7a aa6a ,02 t o t 32a7 toa , o I 3as7 t15 2 0 2 3158 nos 2 0 2 9oomA 9zsmA s25mn szsmn Sow i b.z b.4 b.7 Lz 1.6 'l.s 1.z b.7 b.s (t�7 'l.z '.7 i. Lso �i.z 5.6 1 6 1.4 �0 t.9 b. � b o b. b. U. 1 , AI ® System mounts to pole(0.120"-0.188 wall) cleansing and pretreatment process for 3oW - - - -- - . i with no visible hardware. maximum paint adhesion. 35OCK 70 3113 104 1 0 1 3299 110 1 0 1 3512 117 2 0 2 3208 107 2 0 2 900mA 925mA 925m4 l715m4 30w Tenon mount for 3'or 4'poles is optional. 1 L.z >t See page 3 for fixture to pole transition. Marine grade finish provides Superior salt, 4000K 70 3211 107 1 0 1 3403 113 1 0 t 3623 � 121 2 0 2 aao9 110 2 0 2 900mA 925mA 925m4 925mA 30w � '�' -1 -; � b �� b o b. b. b. humidity and UV protection.This coating _2__ / Wall Mount:Tenon mount attached with withstands up to 3000 hours of continuous *0 \ \ ,„/ 630 Johnson Avenue. . Suite 7 six 6 5/16-18 set screws. saltspray,comes with a 5-year warranty and z7ooK 70 3s55 99 2 o z a086 1n5 2 o z 435o 11z 2 0 2 3s7a tnz 2 0 2 IISOMA 1200mA 1200mA 12oomA 39w I.1 b.3 5 -a 1.5 *1.7 4.4•T�.2 0 1.4 a,' \�I.1 1.0 1.5 11.5 4.5 I. b.9 b.1 b.b b o b. b. b. -i- M Bohemia . NY. 11716-2618 OY ty FXI TfNG bE 1 S SUPERPAVE'WP i s available in either a textured or gloss 3000K 70 3983 102 2 0 2 4221 108 2 0 2 4494 115 2 0 2 4105 105 2 0 2 1150r A 1200mA 1200mA 1200mA 39w MH: 14 REMOVED -°- 4 ' Universal tage10G--Isstantadardd Modifications: 39W ,oa 2 0 2 4299 ,to 2 0 2 )-z b.s .0 1.7 6 2., 6 0.e 1.7 1.3 1 1. b-e b.b b 1i b 0 b (SEE DETAIL ON Phone: (631) 589-6353 . Fax: (631) 589-8705 / for 3500K 70 4047 4566 117 2 0 2 4171 107 2 0 2 1150rnA 1200mA 1200mA 1200rTA 39w MH w. a Light Guide LED. Consult factory for custom ormod'fiieddesigns. - -- ).3 b 'z s 9 E-mail: INFO@PWGROSSER.COM 4000K 70 4174 107 2 0 2 � 4424 113 2 0 2 4710 121 2 0 2 4302 110 2 0 2 1150mA 12Wm4 1200mA 1200mA 39w 6 .5 ). ... 1. 1 4 .o .6 .5 b.5 b.e �. .1 b.9 b.7 L9 aallpack bl�l„ .o 1, 1, b o b b. b. See page 2 table for more LED engine and - -- - - - - - - I� H• 9 driver specifications. 27OCK 70 4513 98 2 0 2 4808 105 2 0 2 5177 113 3 0 3 4687 102 3 0 3 1360A 1435mA 1435mA 1435mA 46w ),3 1.,i� .6 m �Z.S 1 �. 1. 1.2 b.7 b.5 .4 .4 4= .7 .5 .4 b, b.00f 2 b b o b b. b. a r3H: �4 I---- -� -- a t�attl \ /� CONSULTANTS Weight: IEQ1221 1 LE_046L_D_i T5 aolc_, PCB I PA1211� -TN3- 172, 46w 3500K 70 0K 70 4737 103 2 0 2 5047 110 2 0 2 5433 its 3 0 3 4919 107 3 0 3 1360mA 1435mA 1435M 1435mA 46w 1 W '3 �Z'1 1.7 �t.3 L5 b-9 'o.s b.91 b.3 b.9 b.5 b.6 �.6 (m5: �3 blZ b.k b.o b o b b. b. EE D 22 � L I 4000K 70 4686 107 2 0 2 5208 113 2 0 2 5604 ,22 3 0 3 5074 110 3 0 3 1360mA 1435mA I435mA 14 5 2 b_5 I ------- -I a7 y. .,: th EPA: 0.98 L 9 P P g Fitter Finish 4 1.1 i 1.3 L1 b.6 b.4 b. Ir b. b 6 b _ o7- �.4 b.3 b.3 b. b.7 b.s b.1 b. b.1 l o Luminaire Post Light Source Optics CCT Accessories Optional Mounting 3 mA 46w Series Mount &Wattage Source Mounting 2700K 70 NIA WA - - 5867 105 2 0 2 6246 112 2 0 2 5706 102 3 0 3 WA 1750m4 1750m4 1750mA 56w at late ° ,_.. _... ._ z b.4 .7 L1 0 1 Ji.o I5.6g1 b.41 b.�5 *. o b b. b. _ 3000K 70 N/A WA - - - 6061 108 2 0 2 6453 115 2 0 2 5894 105 3 0 3 WA 175o 17S;; 1750mA 56w _ H r 1; 2) 3 i 4; 5;' 6 p 7 r� 8 S6W 3500K 70 WA WA - 6158 110 2 0 2 6555 117 2 0 2 5989 107 3 0 3 WA 1750m4 1750rM 1750mA SBw ^ _. . EQ122 1 - - - - 4000K 70 N/A WA 6352 113 2 0 2 6763 121 2 0 2 6177 Ito 3 0 3 WA 1750mA 1750mA 1750mA 56w 2700K 70 NIA WA - - - 7334 105 3 0 3 7608 112 3 0 3 7132 102 3 0 3 WA 2185mA I 2185mA 2185mA 70w FIXTURE ORIENTATION FITTER MOUNTING(Must Select One) 70W 30DOK 70 WA WA - - - 7577 108 3 0 3 8066 115 3 0 3 7368 105 3 0 3 W m A 2185A N2185mA 2185mA 70w H Li ACCESSORIES See page 4 for fixture to pole transition (8.51 3500K 70 N/A WA 7698 110 3 0 3 8195 117 3 0 3 7486 107 3 0 3 WA 2185mA 2185mA 2185mA 70w 1 Post HSS150-2 (150°House Side Shield) FM3(Flush mount adapter system for 3"OD Pole) ------ 4000K 70 NIA WA - - - 7940 113 ' 3 0 3 8453 121 3 0 3 7722 110 3 0 3 WA 2185m4 2185mA 2185mA 70w UNIQUE UNIQUE HLMSPC-FM See page 3 for fixture to pole transition. (Integral high-low motion sensor plus FM4(Flush mount adapter system for 4"OD Pole) PrOtOn® � R cif' Proton0 photocell) Area Li ht See page 2 for specifications. FM5(Flush mount adaptersystemfor 5 Do Pole) LED SPECIFICATION DRIVER SPECIFICATION LIGHTING SYSTEMS® TM g LIGHTING SYSTEMS® Area Light HLMSPC-06(High-Low Motion Sensor/Photocell; TN3(Tenon Mount for 3"OD Pole or Post Arms) Elements Series Elementsrht Series LIGHT SOURCE Sr WATTAGES 16-30'Sensor Mounting Height) j Typical Efficacy is 98-122 lumens per watt 1; 20 thru 277 Universal Voltage TN4(Tenon Mount for 4"OD Pole or Post Arms) .-. _-. . . -_ _ _......................_,.__.__. HLMSPC-10(High-Low Motion Sensor/Photocell; Color temp 2700K`3000K,3500K and 4000K ? 50/60 HZ Fixtures E030LD(30w Light Guide LED) 8'-15'Sensor MountingHeight) TN5(Tenon Mount for 5"OD Pole or Post Arms - - ._. .. __..,._.._._ .-_.....,.-_.._..__ - . _ PRODUCT SPECIFICATIONS g ) ) t •••""-�) Part Number Description CRF 70 i 0 10V dimming to 10% PR12-NL-BK PROTON 12,ALLOY,NL,BK E039LD(39w Light Guide LED) PC (Button Photo Cell) I _,-_.__.,.-.___._................. ;I T PROJECT: ,• ,7,T�3 PR12-NL-BZ PROTON 12,ALLOY,NL,BZ 'E046LD(46w Light Guide LED) TLpC (twist Lock photo cell&receptacle) Distribution:Type If(30w,39w&46w only),III,IV&V •Minimum operatinig temperature: -30°C s� PR12-NL-TT PROTON 12.ALLOY,NL,TT ! " ., FINISHES Drive Current:900mA to 2185mA model dependant) MODEL 1t: PR12-L227-BK PROTON 12,ALLOY,LED227K,BK E056LD(56w Light Guide LED; TLS m Twist Lock receptacle on ( p ) (� only) •Premium and Marine Grade Finish have additional charges - ------------------- --------- -- -- i PR12-L227-BZ PROTON 12,ALLOY,LED227K,BZ Type II not available) Driver EfficienC >80%;Power Factor>0,90 LAMP(S): CT PR12-L227-TT PROTON 12,ALLOY,LED227K,TT . e 11 n it t'., .._.....,.-^,o.. ,.'.^'..'^, TL7 aawm rle.,. am�wm w,.» Y �VVi�iddd (7-pin Twist Lock receptacle only) ara,a„40°b,• a,,,b PR 8-NL-BK PROTON 18,ALLOY,NL,BK IE07 70w Li tit Guide LED; - GeWe G,.d.• tea. ouee• ' ( 9 - - - - - ._ - SURGE SUPPRESSION .' Lifetime:50,000 hours PR18-NL-BZ PROTON 18,ALLOY,NL,BZ Type II not available) Aspen Green 10 10M ArchitecWmlSroma 61 Sim •- -- - ._- „ .--___.__.__.,._..._.,..,,..,,.__._..,,,._....__.._.„__.___.._.... NOTES: PR18-NL-TT PROTON 18,ALLOY,NL,TT ' A Surge Protection Device SPD is standard featuring a 20kA Integral Surge Protection in conformance to IP64 9 ( ) 9 PR18 L227 BK PROTON 18 ALLOY LED227K BK Cantaloupe 11 71M Patna Verde 52 52M ; maximum discharge current 8/20ps Waveform(Imax);10kA nominal - '-' -i PR18-L227-BZ PROTON 18,ALLOY,LED227K,BZ LBac 12 12M Copper Clay 63 saM discharge current 8/20ps Waveform(In)and thermally protected .. ... - ., .__._.___.._-_-.___..._... ._......__..___....... PR18-L227-TT PROTON 18,ALLOY,LED227K,TT OPTICS varistor technology. OPTIONAL POST/WALL MOUNTS Putty 13 13M Silver se 56M hnology. T2(Type 11,not available in 56w&70w) Rawunfi�ished 40 NA Black Verde 61 61M Meets IEEE 62 41 2 Model Location Category C High and US Dept of HI Post Mount Arms _ e Energy MSSLC Model Spec. _ R HIGH-LOW MOTION SENSOR Specifications: ' 'See Page 3 for Style/Size 'Black 41 a1 M painted chrome 70 7oM ; P T3(Type III) SPD shall be wired in series and will result in an open circuit during i 0-10v configurable output set to 10%,25%or 50%dimming PA12'11(Select TN3 in Box 7) Forest Green 4z 4zM Painted Copper 71 nM a fault state,resulting in the luminaire to turn off to protect system ; -..--- 9 P 9._ -5- •Marine grade A360 alloy construction T4(Type IV) coin onents thereby indicating SPD module replacement. Adjustable time delay •High temperature silicone o rings PA1221(Select TN3 in Box 7) Bright Rea 43 43M ;Textured Black 72 72M P Y 9 P TS(Type V) 5" Ir Wall Mount Arms White 44 44M ,Matte Black 73 73M I 45°Detection Auxiliary e e lead " 'See Page 3 for Style/Size 15'direct burial cable I•--- Bright Blue 46 45M TarturBronze d Architectural 76 76M •Mounts Integral to fixture •AMC-Anti-Moisture Connections WM1211(Select WM in Box 7) Bronze ! WARRANTY -- - - .. - - 21^ •2W max.LED lamp/20W max.halogen COLOR TEMPERATURE(CCT) Lens available in the APPROVED B Y Sunny Mallow 46 46M Textured White 77 77M while •Available in 12"and 18"stem lengths WM1221(Select WM in Box 7) ' See www.ANPlighting.com for complete fixture warranty. " ' '" - --- - - - - 15^ 9 -- 27K (2700K) Aqua Green 47 47M Textured Saver 76 78M Satisfies California Title 24 Bronze finish^' Finishes LED warranty information - -- -- - •E-Shield coating process Part Numbelre5 Description Standard Finish f ��q�� BOARD p� 14nni""- wrx. -Bronze PLANNII"SG BOARD 30K (3000K) Galvanized 49 NA PREMIUM FINISH a,,,. n,,,,,, •Composite stake with brass threaded insert PART-BZ Particle Dome Mounting Base •5 year limited warranty*on Light Guide engines Limited 1 Y tY 9 9 BK--Black 35K (3500K) Navy 6o 60M Carbon Graphite 96 96M year Iml a warm On rivers PR18 PR12 year warm TT-Tucson Tan 40K (4000K) Consult F-tory for additional paint charges and availabiity. hOUfSOf ration Falleddefinedasmore • e n " •Limi ed Warranty:An typicalyearss defined as 4380 operation. than 10%of the total ltforLED'snotoperating. LlghtDlStflbutlOnCOneS: TOWN OF SOIJTI"I .._., _ N/A DATE m ff w N O p I ."A IL j O ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 _ ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.com ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.com .•- UL 21082004 R1207 .. .i - - - - _._ - .. .-._ _ ... -..,..«,. .,._.................«..,,-_,....,.._,....»,..._.., _ ..-.........-._.,..w........... - - - - - ___ - -- - -- - _ -- Unp„°r5•q Sv>•.m�naenav Nw^BM aY tln Ceagvtll-miatr,ci"nMNe fi.Neanowi Hin4 Mtlw ngrrdan CSAC22290-%(R2n06) _ ro -._ .,._._.....,.._-.....-_...<,..,.„,.....,__..._...._...m.,,..-..,. -- 6 Urvque Lghbn9 Systems" 5825 Jasmine Street,Riverside.CA 92509 Cuslonier Servile-800 955 4837 Order Semces-800 fi51.7a82 0 Vmque Lghbrg Systems" 5e25 Jasmine$beet,Riverside,CA 92504 Custorner Service-a0D 955 4831 Order Services-800 654 7882 Project: ww w u n i q u e l i g h t i n g.e o m 1 www.uniquelighting.com 11 Fixture Type: Quantity: Fixture Type: Quantity: 10 Customer: Customer: 9 REVISED PER NYSDOT COMMENTS 02/03/2023 8 REVISED PER TOWN COMMENTS 12/21/2022 RECEIVED POST MOUNTS-See Post Mount Section on Website for Height.Specification Sheets and additional post mount arms. 7 REVISED PER TOWN COMMENTS 11/23/2022 Dimensions are Projection x POST TOP CONFIGURATIONS ---- -- 1 9 6 REVISED PER NYSDOT COMMENTS 09/15/2022 FM3 FM4 FM5 0CT 17 2023 5 REVISED PER TOWN COMMENTS 2/15/2022 4 ADDRESSED FEIS COMMENTS 0 5/1 112 0 2 1 T . FLUSH MOUNT ADAPTER FLUSH MOUNT ADAPTER 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 FLUSH MOUNTADAPTER Southold Town Mounts to 3"OD Pole Mounts to 4"OD Pole Mounts to 5"OD Pole 2 ADDRESSED DEIS COMMENTS 07/17/2019 Planning Board 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 - LIZ" 161/2" 16 1/2" -rl 161/2' +l Number Revision Description Revision Date Designed By Dale$ubnlitled 4 3 2 POLE SPECIFICATIONS 1 TC 01/20/17 PA7211/36"x 7" PA1221/40"x 7" REMOVABLE CA NO. COMPONENT ASTM DESIGNATION Drawn By Date Created 1. POLE SHAFT A-500 GR.B 46,000 TQLT 08/23/16 -__,..,_... .._. _ ._._.. ,......,._..., ..._.,.._. _, 2. BASE PLATE A36 36,000_..__,.._.._.,.,_� ,.-_..._-._...-.,_,.__.- ... ., . .. ___ Approved By Scale WALL MOUNTS-See Wall Mount Section on Website for Specification Sheets and additional wall mount arms. 3. ANCHOR BOLTS F1554 GR.55 55,000 Dimensions are Projection X Height, DRILLED PER FIXTURE REQUIREMENTS: 4.G LVANIZED HARDWARE A153 - BG AS SHOWN D1-DRILLED FOR 1 FIXTURE FINISH SPECIFICATIONS Client 28r 26' D D2-DRILLED FOR 2 FIXTURES AT 90'OR 180' POLES SHALL HAVE A POLYESTER POWDER COAT FINISH IN A STANDARD COLOR. THE ENCLAVES 27" D3-DRILLED FOR 3 FIXTURES AT 90.OR 120• POLE DIMENSIONS D D4-DRILLED FOR 4 FIXTURES POLE HGT FT. TOP DIA. IN. BOTTOM DIA. IN. GAGE ' • 14' 1 4.00 4.°° 11 GAGE 1 14' 56655 ROUTE 25 POLE SHA BASE PLATE(IN.)DIMENSIONS SOUTHOLD _ BOLT CIRCLE IN. BASEPLATE DIM. IN. BOLT HOLE N. P K. I B.00-9.OD 8.°D S ,.00 .75 , NY ` DRILLED MOUNT OPTIONS ANCHOR BOLT DIMENSIONS .-A ANCHOR BOLT DIA. IN. ANCHOR Project .75 1 20.00 ALLOWABLE WIND L ADING S T. WM7211 110 3/8"x 8" WM1221 if 10 3/8"x 9 1l4" TENON MOUNT OPTIONS: WIND* INDICATED EPA Big MPH 90 MPH 100 MPH 120 MPH T2-02.38 OD X 4.00 LG EPA 11.7 8.9 1 7.1 4.0 T3- 3.00 OD X OD X0 00 LG *WITH 1.3 GUST FACTOR LG ACCESSORIES SITE PLAN T4-04.00 OD X 6.00 LG 3" 4" 5' SITE LIGHTING PLAN (+ \ ( POLE SHAF .25 THK TENON MOUNT c TENON MOUNT OPTIONS PrgectAddres5. ® a H 56655 ROUTE 25 (field installable) - - HSS150-2 ( nstallable) HLMSPC-FM - HLMSPC-06&HLMSPC-10 PC � TLPC_ TL5&TL7 -- field r0.75 SOUTHOLD _._.....,-.-,_.�...._.___.._......-P-.,_,.,..._,..-...__-,..._�..�,.,_._._._ r...................„-._-.__,.. ._ ---..... __.. ..,_ - _ .. ... ., .. Taut Map Number. Contract b K COUNTY, NEW YORK TN3 TN4 TN5 POLE 2.00 X 4.00 HAND HOLE COVER HEIGHT CauntyT M N b Con Number: FIXTURE TO POLE TRANSITION WITH 1000-63-3-15 - 1 TENON MOUNT TENON MOUNT TENON MOUNT WITH 8.00 SQ. FLUSH MOUNT ADAPTER FIELD INSTALLABLE HOUSE SIDE SHIELD Mounts to 3"OD Pole Provided Mounts to4"OD Pole Provided Mounts to 5"OD Pole Provided FIXTURE Regulatory Reference Number: ` With 2 3/8"x 4"H Tenon With 2 3/8"x 4"H Tenon With 2 3/8"x 4"H Tenon INSTALLED - 161/2" � 161/2" � I 161/2" TiaeotDrawing: ,7DD SITE LIGHTING 3 U 2.00 X 4.00 REMOVABLE ABS 2" B HAND HOLE BASE COVER W/COVER AND DETAILS House Side i N 06.0o-09.00 Shield I BOLT CIRCLE 32 1/2" 31" 33" W \ / g V Drawing Number. r. N W 14.00 �'`Q� PNDREW c 0�,� 0 1 6_ o ---3.00 _ P� �O 3"POLE 4"POLE 5"POLE O 0.75 X 20.00 ANCHOR BOLT POLE DETAIL 8.00 X 8.00 X .75 THK. BASE PLATE O m • DRAWN: M.HARVALA 6/8/2015 SOME GEOGRAPHICAL AREAS HAVE SPECIAL WIND CONDITIONS THAT CAN CREATE WIND INDUCED r E O A 180• r_ VIBRATIONS CAUSING A FATIGUE PROBLEM.NO METHOD HAS YET BEEN FOUND FOR PREDICTING L'J CHECKED DESTRUCTIVE LIGHTING POLE VIBRATION.THESE CONDITIONS ARE UNIQUE AND CANNOT BE A °O UNITED 23171 GfO@SbeCIC Hwy. GUARANTEED AGAINST,AND ARE THE RESPONSIBILITY OF A LOCAL SRE ENGINEER. ,/ Sheet Of p a 3" 4" 0 270' 90, REVISION: DATE: Warren,MI 48089 TITLE: -`iJy C7 a av N APPROVED: LIGHTING FO 092523 17 24 "o 5" N QUOTE- P:(586)774 5650 I F:(586)774 5706 A� CATALOG: c 0• S.Q.a www.unitedlighfingstandords.com �Frss� PWGCProjectNumber. O 2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 STANDARDS ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. HAND HOLE REF: SCALE:NONE 4ory cow,.a. DWG N0: a oti RSP-14-4-11 Unauthorized alteration or addition Z ANPlighting.com products. ANPlighting.com 4 3 2 , to this drawing and related documents AVG1601 9 9 9 P 9 P9 P 1 tin .COm ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its • _....._ _.__.,._.... ...._....w.,._ _,.._.._.............. - --' _ is a violation of Section7209 LL NYSDOT CASE NUMBER 97500 of the New York State Education Law o as VI it LAND NCI 'OR FORMERLY O ;- • Lam_ �. j TO OR ANTHONY FORGIONE :., � i` 'g � — — — S,C,T.Iti1. NO, 1 ; u->3 G' 17„i _..." .__._ .- !!_ _.-..._ e -- — .., t.._..._ .._-..._........_._ LANE _...,: ° II�IFROVED.CO !'" <; c r z GTD TO PUBLIC WATER) � PROPOSED 100/° { .:<�. J :>'� �= � �-, Lt�P�Er NO`�� O FOI�i'�,iEi�LY OF =- LEACHING POOL "` LAND NOv".`RJR FOR�:IDRLY OF VALERIE M. SCOPA7- i it =' ROPOSED tr t- EXPANSION AREA ; : - - VINCENT DOLIDI'I E t:. I�.EA,NA D LCs',,IT � � S.C.T.ki. NO. 1C}u�-63 03-16 t- { ROPOSED PROPOSED 10 DIA. PROPOSED 2 DIA. ? :` ELECTRIC LINE S,C•T•M. g30 1 vm 3-C��w17. "/ c 0,1717OVEQ,CONNECTED TO PUBLIC WATER _. _ _.__I v" � FORCE MAIN Strategic Environmental and Engineering I ) Str nvironment Solutions ROPOSED (IMPROVED,COIal1" C s cf3 I�)PUBLIC �/TER) __ _....f - ^ WOOD POSTS BY 13' EFF. DEPTH DOWNSTREAM \• it ` _ _ ( WITH NETTING LINE OF EXISTING EXISTING I STORY FRAME TELECOMMUNICATION :. f POOL � ! � tl? s _o—'l DRIVEWAY TO BE LEACHING POOL MONITORING WELL ii. ` :r<3 -' ' SHED TO BE RENOVATED AND (TYP OF 5) " LINE _ REMOVED DINTO MAIN Arm R`i a� t } t•y INCORPORATE f ROPOSED II"___,_—,,-,.,,,_.. ._....JI d �iF RELOCATE EXISTING I STRUCTURE," PROPOSED a R 310.00' __. _. @ 'J STORY FRAME GAS LINE CART PATH 27_ "f =" \ GARAGE TO REM 26 APPR. GROUNDWATER _. FLOW DIRECTION 28 I za -- \ / s07 440E + PROPOSED 2' DIA. 31 3o so7°38'10" 2s ) 622.78' 28 � ' _ �_..__ __ ._.._.._ _ _._... SIGN 630 Johnson Avenue. . Suite 7 UPSTREAM / _, `..v_.._ is . NY. 11 - rW -n J-It;rip w�-- w��—w�--w� w - w9 0 -- _,.. w� WELL Ph - - 705 Bohemia 716 26 8 °..°--e..,..� ... u-:-_sr..u...c�,_.�....o-,>_.,_..-<,.�,If:zk{„r.r-_--- --Wd-- _. .__-..._.. MONITORING WELL o? _ .__._ -...._-- --"--"- ^ISTING L j !; _°_.,, ._ �_.:_„ v-.,. ° W __. ___ _...... ,ucf- • . . _ ' . - . . ,r t. a Fax: (631) 589 8 t_ '�; ..!?.,,-..�..�-.,o oi',1T'___"--"Wd _ _ _. _ —..... _ ........_ _....� .__�_ �.M� ____ sLy � NEW PROPOSED T C? C,s: + ..... _ •"'m.....-" fit0"k<'.,'t.e fs:l,e � PUMP STATION E-mail: DRIV / _ � (631 589 353 l .. G .�_r._.,_.,...,-,. •,_.°.,:_._... .....,_:°.::":•_. .....__..— ._.. _... __" __.__.. "_ .... _ .. .._...__. _.." _. .�.___...W�-=�.._wa -_ �� � n EWAY �" / � i`i..�REPURPOSEDAS= I is 24�w � Phone: INFO@PWGROSSER CO ROPOSED o PROPOSED ST _ Q \ i IRRIGATION WELL + CV —_.. CONTROL t• !! 8 �� o o n` w BUILDING \5-4 o h ,� �¢ Z3 CONSULTANTS i'\�0'-Q" O ♦ y °c EXISTING T BE. 0 PROPOSED m�, O \ :♦ j __ "_ i nn REMOVED �` 2 Q 'SUPERPAVE'WARM MIX ASPHALT 50' MIN. / / n (SEE DETAIL ON DWG.No.702) EFFLUENT FLOW a i pn GT02STORY 2 � METER O Z O /' ♦ � -" Wd -- 7 STRUCTURE TO REMAIN Z l yak \ PROPOSED EVENT RM. P - Wd- _ !. PROPOSED RESTAURANT 9I SIGN Q I PROPOSED HOTEL 2 / 26.5 h ARB GE - d-- _ W/BASEMENT l ch, PROPOSED J$ \ X 1 Y 10'-0" TWO(2)STORIES W/BASE MENT 4,4 BASEMENT) �� z 4SEATS SEWAGE e�yC�' // O j _., 2���N 1 ad \ 1o'MIN. 2SF ------_ - -- 1 26,272 SF � w �a I I �� I � F•27 5 4 47 a i���.iii.ii� TREATMENT 3 `� _.___._._. ., p 8 � FFEL.32.0' I 26 _ T p E 10' 8-0 U �= - k - �� ------- -I pROPOSEDADDITI0NT0 , ROPOS D PLANT AND 100% p MfN. '` —r� — o =_: — RD `� s s —s 29 oa i r� 491 SFNGSTRU TL6 ! w w DEPTH GREDIA. BY ASED EXPANSION AREA I <..." _ 15'-s z z R Q a o late o Q Q d PROPOSED P &R G WATER SERVICE i 4 ° 3 3 3--- 3 + GN r + 3 - 3/ EXISTING TO BE a � z ROPOSED PROPOSED 75 ' jp,, I v �'F— 3— tr 3 o a n, nnnnr, onnnner,r.:r,nnn n------nne �SPAVMWY LJMAq ;Y 518tE. ; REMOVED = = O r r 1 S R \ \ LAWN I SCULPTURE 3 3 a ~ as n n r` 3 O O z 3 ST.P ,nr ynan, 3 3 m co MECHANICAL 50 25 ,� 1 F.E i \ -.= M : Y�, J. 3U WATER SERVICE \ ) aA GARDEN SCREEN \ 2 I 0 Y \ 27J \Fa O u 11 CONCRETE W (n PROPOSE oc� X \ O (3 WASHOUT 3 W w CONSTANT i a a o GRADE L.30.\ HEAD BOX a O X w s PROPOSE PROPOSED X 43c3 AREA HOT F �� I { A M it AND PARKING — — —; i + J U U PARKING // i f tl i '= \F -� _ NEW PROPOSEDDRNEWAY iCOTiAGE 1 EQUALIZATION ?0' TUB � CHESSBOARD `c u- xw \6b PUMP STATION \ . ... _FP F a P M j N✓ �_M M _....__ ._....__. ._._.. __.-...._ _.........._ _.... ♦ 8 RD P L CA AN A u F J o c FP FFa FP o26 M M M M ~ _� DECORATIVE u c SHED 2 x - ♦ x .,. O w_ .s - W 3 o u c 178.00' _ \ 3 . � W y� N04° ' 0- t- 1 \ 2� TUB ii •COTTAGE2 / I 'S I 26 0 HOT / r> 9, ,;�/ PROPOSED 2.5'H as e�a as as as co 0 ¢ a TAINING WALL r. 2i n " w GRADE EL.27.5' +EL c o cb UJ e zs \ ( J SERVICE Oil I `i'-.�I\ UB o _ WATER L 32.0' 1 \ LAND NOW OR FORMERLY OF r - ' B I ch - ���' -- -- -- o EUGEN TOMASIC&MIRELLA TOMASIC O I / DGE / .� 3 ,n in Q nnc COTTAGES RIDGE l n ¢ n ❑nc N a TUB % $P/j ( POOL REA o=ate : ; Z S.C.T.M. NO. 1000-63-03-14 I o sI w a s_. RD e; PLAY COURTS J Z Z o m \ ` I a o (IMPROVED,CONNECTED TO PUBLIC WATER) + W " " r JU W ,U J 1 GRADE EL 27 5' 9ROBT In a o" , zz W HOT ! ,q"t ,/ i \ \ a Z Z TUB /��,a %n .r TW: .5 fa $ ii. cam: G PROPOSED . s s �// RAMP— TW:: RAMP O :c d 22 28 _. ...... - LIRR NANKE LAND BANKED " . i � LOCUST LANE ._ uc nnuuau.iuucrc cu uo.:.J�, Ir. nno I n rfaun cc cr_coonnc,naoaonn,. �:r: GRASS PAVED WAL AY ronononen nucr.unonnn n ,nnr.. �.� i ,e PARKING I PROPERTY � " - AREA 70 � ��✓ WALKWAY r on it ncc = 26 LINE Z " - _ w w��,,,, ar 1 Ic oGc " ' , R I •,uuu:. uuucuuc:ui.;QRA�S PAVERScc :nnunuouu uu ou r' ❑oc o 'h LAND NOW OR FORMERLY OF GARBAGE " \ _- _ f NEW PROPOSED DRIVEWAY I JANET L.RYAN AREA ry� o \ 01�, \ — — __ , 2s p ,, d o S.C.T.M. N0. 1000-63-03-13 i SIGN ol� —31- — — — — I (IMPROVED,CONNECTED TO PUBLIC WATER) / 32 [Y I PROPOSED PARKING AREA \ r..o n r ht rn W, .r,rnnu •� QI� \ \ ❑CI:Coor � 34 I 30 �' ------ U GRASS PAVERSi n - I _:u cn ucncrJnuoun�uuuuuucc:u� tic .--.--.--.-n,cuco� r 327 I. CD DO , i Do fI 10 REVISED PER NYSDOT COMMENTS 02/03/2023 34 9 REVISED PER TOWN COMMENTS 2/21/2022 a--a—o---o—a--o--a—a—fl—a- a---aa---a —o--a- a---fl- o/ N05° Q'50"W � -- a- 8 REVISED PER TOWN COMMENTS 2/05/2022 s16.57' 33 1 � \ ' 1 \ { � ---- 29 �_ _ RECEIVE 7 REVISED PER TOWN COMMENTS 1/23/2022 \I 6 REVISED PER NYSDOT COMMENTS 09/15/2022 3 1 29 - - -_ 5 REVISED PER TOWN COMMENTS 02/15/2022 N / 1 4 ADDRESSED FEIS COMMENTS 05/11/2021 OCT 17 2023 N 31 30 3 REVISED PER CLIENT'S REQUEST 02/18/2021 b LAND NOW OR FORMERLY OF 1 if 4 CHARLES W.WITZKE 32 " 2 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 j! _- . Sout old Town -a-"-o--o- a—a-1 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Plarining Board Number Revision Description Revision Date S.C.T.M. NO. 1000-63-03-28.1 r......._ - -......... _... ....... _.__._.. 5°30'5 "W (IMPROVED,CONNECTED TO PUBLIC WATER) ( 51.34' \ 1 Designed y Date Submitted TIC B Ol/20/17 I 33 j'' LAND NOW OR FORMERLY OF raven y Date Created APPROVED Y Tc\LT 08/23/16 ;, PILLES REALTY HOLDING LLC Approved By Scale ! �! '' ItG AS SHOWN Client .f PROPOSED SITE PLAN PLANNING BOARD THE ENCLAVES SCALE' 1" — 40' f� OF SOUTHOLD 56655 ROUTE 25 u _ .. 4. .w.�.. .-. . .. , ..sz. .. TOE !JT 0 40 80 DATE SOUTHOLD, NY ( Il I 1 Project soma MaCCEEZZEN SCALE: 1" = 40' �""� �. �, ALLOWABLE SANITARY DENSITY FLOW STP DESIGN FLOW ' OVERALL SITE PLAN 6.75 ACRES X 600 GPD/ACRE=4,050 GPD PROPOSED RESTAURANT DESIGN FLOW SANITARY LAYOUT PROPOSED SANITARY DENSITY FLOW 74 SEATS X 30 GPD/SEAT=2,220 GPD Project Address: 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD PROPOSED 44 UNIT HOTEL 56655 ROUTE 25 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GPD SOUTHOLD 100 SEATS EVENT SPACE X 5 GPD/SEAT =500 GPD 150 GPD/UNIT X 44 UNITS=6,600 GPD SUFFOLK COUNTY, NEW YORK TOTAL SANITARY FLOW =7,840 GPD PROPOSED VENT SPACE DESIGN FLOW County Tax Map Number. Contract Number. SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) 1000-63-3-15 HAS BEEN PROVIDED. 100 SEATS X 7.5 GPD/SEAT=750 GPD Regulatory Reference Number: - Title of Drawings: PROPOSED GREASE TRAP SIZING REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+750 GPD=9,570 GPD 0 PROPOSED SITE PROPOSED 7 SEATS RESTAURANT LEACHING POOL DESIGN KITCHEN FLOW=20 GPD/SEAT X 74 SEATS=1,480 GPD REQUIRED: 9,570 GPD/5 GPD/SF=1,914 SF LAYOUT ® a PROPOSED 100 SEATS EVENT SPACE PROVIDED: NEW LEACHING POOLS KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS=250 GPD 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) UTILITIES PLAN 1 1,914 SF/31.4 SF/LF =60.95 LF 0 TOTAL KITCHEN FLOW: 1,480 GPD+250 GPD=1,730 GPD FIVE(5)OF 10'DIA.BY 13'EFF.DEPTH LEACHING POOLS 65 VLF PROVIDED; o GREASE TRAP(GS-1)DESIGN CJF NEW) Drawing Number. �A\ DREW REQUIRED: REQUIRED: 1,480 GPD X 1 DAY=1,480 GPD * �P 0 yE =6 a Q PROVIDED: (1)8'DIA.x 5'LIQUID CEPTH GREASE TRAP(1,500 GAL) 77 r 9 m _ 77E GREASE TRAP(GS-2)DESIGN �� Sheet of Q REQUIRED: 250 GPD X 1 DAY=250 GPD /0�925 3 18 24 O/ ESSIO PWGC Project Number. PROVIDED: (1)8'DIA.x 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) Unauthorized alteration or additionz w to this drawing and related documents AVG 16 01 'W[Y NYSDOT CASE NUMBER 97500 is a violation ofSection7209 LL o of the New Yak State Education Law CD 0 a a LEACHING POOL JD `�IOW OR FOR�IiERLY OF Lk, P TF ILEAN,,A DO1,01ATE EXPANSION AREA RO POSED POOL ELECTRIC LINE 10. 1000-63-03-1 ?^ S.C.T.vli P PROPOSED 10' DIA. PROPOSED 2' DIA. I V (11APkOVED,, GiOtclli� -CTEF) BY 13' EFF. DEPTH DOWNSTREAM ROPOSED TELECOMM LEACHING POOL MONITORING WELL UNICATION LINE (TYP OF 5) W ROPOSED Strategic Environmental and Engineering Solutions APPR. GROUNDWATERPROPOSED M GAS LINE W CART PATH AAR FLOW DIRECTION U) 0' 28 0 ! - ' - • 3 28 29 W 120 9 0 622.78 PROPOSED 2' DIA. 30 S0703811011E W 9 W CMY) 630 Johnson Avenue. Suite 7 31 W C0 Bohemia - NY - 11716-2618 Phone: (631) 589-6353 - Fax: (631) 589-8705 VU —VIA E-mail: INFO@PWGROSSER.COM VI-4 MONITORING WELL nr-e VU slockade fc�'10' vu ........... ckade fenc a f mce .......... ........ .......... > X CONSULTANTS PROPOSED STP 31 Cn CONTROL M M 601-0" CN U ([a 601-011co ril-411 U U Ll� U U U BUILDING 11!��,,, N, R 5 I o— 1.� . . M 0 11 1 — 4V 1?0, 113C .................... \501-0 0 VIAX. N y/ PROPOSED OR 28' I N. EFFLUENT FLOW Z = 0 ) R281� METER 0 Q, \� I � 0 PROPOSED PROPOSED HOTEL + 101-011 TWO (2)STORIES W/BASEMENT 0 10' MIN. 26,272 SF SEWAGE R41 1 TREATMENT 3 ✓ 2 0 SG`_ FF EL. 32.0' -0 >< \ R2' oc__� 0 PLANT AND 100% 8'MIN. 5� ...... ---------- EXPANSION AREA --- R2' W G G.G�G�G�rl G_G =G G—G ............. _G G G G ED G G TE--T—=T—T w—'_W PROPOSED -W G WATER 1 IN C:) SERVICE 9 4 IN R24'-5" 50 C R2 PROPOSED 75 R32'-8v 1 4 L . ........ 25 sp 0 I MECHANICAL R5-71 OVED BY SCREEN c1 RT PLANNING BOARD PROPOSE __ 27" 0 '20 TOWN OF SOUTHOLD .-. TYP. \ / \ \ \ CONSTANT DATE 0 GRADE 30.5' HEAD BOX 0 PROPOSED' 7, PARKING PROPOSED Y COTTA(,r- U AREA H T EQUALIZATION TUB'5 CHESS BOARD -011 241 PUMP STATION 4 11 PO L CA13AN Jy !" 10 REVISED PER NYSDOT COMMENTS 02/03/2023 < TW: 3K n LLWJ� 0 n 9 REVISED PER TOWN COMMENTS 12/21/2022 REQ BW:-2 8 REVISED PER TOWN COMMENTS 11/23/2022 .r- (✓K p ¢ /\\\\i � 0 7 REVISED PER NYSDOT COMMENTS 09/15/2022 6 REVISED PER TOWN COMMENTS 02/15/2022 COTTAGE 2 77-1 5 ADDRESSED FEIS COMMENTS 05/11/2021 LO \ \ ' < HOT F 4 REVISED PER CLIENT'S REQUEST 02/18/2021 W 6 9 F/ PROPOSED 2.5' H �88l� 0 Ll 3 TUB ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 32. B - 0 M H H �H 0 ----RETAINING WALL I ----- 2 ADDRESSED DEIS COMMENTS 07/17/2019 GRADE L. 27.5' 1 ro, EL: 7 0 44 ROOMS-UPDATE UTILITIES 104/11/2017 .25 Number Revision Descripbon OT Revision Date < UB Designed By —3;7-8ukrvtted TC 01/20/17 Drawn By W Date Created U) I .. L__-� //��/X TQLT 08/23/16 COTTAGE 3 Approved By Scale HOT BG AS SHOWN 0 F Ciient W_ POOL REA IL TUB 22 T 56655 ROUTE 25 PLAY COURTS SOUTHOLD, NY a. V GPJ DE EL. 27.5 0' ' Project: /2 - OT ol 'V RD .COTTAGE 4 HOT PARTIAL SITE PLAN BW: �7.20 BW: 27.25 TW: 39.5 RAMP— T�TW: 30.5 — RAM P MID P L - —a I / , �PRO PROPOSED 0 22 LAND- SANITARY LAYOUT BANKED us LIRR LAND BANK - - - - - - c,a BAN Project Address: 0 PARKING PROPERTY q0) WALKWAY 56655 ROUTE 25 AREA LINE 41 SOUTHOLD 2 use gas L.A 0 SUFFOLK COUNTY, NEW YORK K" v 1 4 k 1 (20)1 ■ •• County Tax Map Number: Contract Number. 0 0 C) 1 00 1000-63-3-15 Regulatory Reference Number. Tide of Drawing: PROPOSED HOTEL SITE PLAN SCALE: 1 20' RECEIVED PROPOSED SITE P_ 0 20 40 OCT 17 2023 LAYOUT AND SCALE: 1 = 20' �U—t 01111 ---own inning Board UTILITIES PLAN Drawing Number: OF NEW V DEW 0 AFRI& 0 31 Wa Sheet of o NJ 0925 3 19 24 f re ss' PWGC Project Number: ui Unauthorized alteration or addition z to this drawing and related documents AVG1601 !-Li NYSDOT CASE NUMBER 97500 is a violation of Section 7209 of the New York State Education Law 0 L)I • Strategic Environmental and Engineering Solutions 630 Johnson Avenue. . Suite 7 Bohemia . NY . 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS FOR[,!jL1-_:RLY OF i DIALERIE M. SCOiRAZ ' S.C,. L $q 0. -030-16 ' ! I ROPOSED (Ilt/iPROVit k -� „mI ;< <�_ -�__-Tr-- ,_:___�' FORCE MAIN i I U_ , CS z t ;CC, ;\ \ � 4 26 310.00' T S074440E + _ _ - - y I,- ._ - , iit.ti �r .f -, y ROPOSED • i _ . ! ❑ ❑ � ' Cp PUMP STATION ;.1 Q 71 , \ N syy i 0 ❑ ... <. E .4Qr O \. O ❑ } \ h . . . . y l yy , - n [ O r, " Y -i— T — 'SUPERPAVE'WARM MIX ASPHALT 2 a' V) 23-31" (SEE DETAIL ON DWG. No. 702) a a 18 0" �... j 2 I L j 26.5 -W�- -W� -w�_ . . . . . . . . . . . w :: :.::: 7:-' ' ' ': T i------------ - ----t I I \ L17'-2" N LO 26 — R5' ROPOSED _•: : _ IU _._...---- ---- ..._. U' '� K •' o R5' 5" � i �' » � L 11_ , ETBA 191.511 ROPOSED 1 10 9' �' —RD ' -.-.... o :=0 n 231-0" TYP. _ 26 3 � W W D IA. BY 5' LIQUID 9 ❑ 9,-011 _ g 7 7 $ REVISED PER NYSDOT COMMENTS 02/03l2023 elf _ : ❑ +: Z/ i I \ L Lam, 7 REVISED PER TOWN COMMENTS 12/21/2022 No = o Q Q DEPTH GREASE 6 REVISED PER TOWN COMMENTS 11/23/2022 I J J 5 REVISED PER NYSDOT COMMENTS 09/15/2022 APn 18 On / \ _ 4 REVISED PER TOWN COMMENTS 02/15/2022 . . . . . . .:, ❑ ::.' ® _ 3� 3�� 3_ 2 �_ 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 -•• : _ / 3 07/17/2019 ❑ a 2 ADDRESSED DEIS COMMENTS ,..., 1... ... .. .. .. ... .. a a 6° T 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 b, n- Ca t:::i ., a l"a 1:::1 L.:l L.7 [. [:_! i._ C� 0 CJ f I t. [::.1 C:J':::1 C:; 1.'] [A C:J Ca C:.l i::' is i C".r C::1 Cr C::.r r:.r C ra L., i C1a l.. T � 3 3� PROPOSED Number Revision Description Revision Date 3 ❑ L u u.u_r� , . _ RAS AV VVI-K V ., p z . ... .... ... .. ._. 3 Q VICE D Sb d ❑ U i C.I�( T—.:3 3 a Designed By ate u mme Desi ne - - - - - - - - - - =• WATERSER Q Q L uy _ I 3 3 m m TIC Ol/20/17 3 s Y Date Created R1 - REQ'D f— DrawnB ® n ❑ ❑ R1 _ U TC�LT 08/23/16 L1 r.f ❑ r O o FRONT YD. Approved By Scale 1 [: R23-5 -�- -} rn o 3. SETBACK W Q BG AS SHOWN I R10' 9�-011 �' W Client: R23'-5" -'-' - 1 1 22 ❑ c 56655 ROUTE 25 QaL 1 �- '...' o [ R10'-2" R10 R7'-6" R7'-6" o o n SOUTHOLD, NY INAGE AREA 'C' J `' [ 26'-011 ,. N N o - ' Project: JC1 [ _ -� ❑ ❑ J J X N I I a 8"W U C_ 1 j R6 11 w -o PARTIAL SITE PLAN ❑ J f. —M M M \ ...._.—. .. -_..._ ..—..._ .......—. _ _Y..._ ❑ f] / — FP FP�FP F Q M --�/ — L-JM M R O P FP P FP F , I °--_O M-a--°----N M M p�vn M ,� ' SANITARY LAYOUTTrITJ ..1 FP FP�.j FP FP FP - __.—_ -_� Y� -°--p— M M M _ M M M �� --° M M 7 Q❑ Q Ib ( --FP +,,, FP FP° FP__FP FP-0_�-O Fp _-_ FfT--2—�P--�-_$P PP=-a-- M 7 f 1 I'.1 t \ ¢ I j_ N04045'20"VV 17i2 M1 �— FP F FP Project Address: 56655 ROUTE 25 SOUTHOLD PROPOSED RESTAURANT SITE PLAN RECEIVED SUFFOLK COUNTY, NEW YORK SCALE: 1" = 20' County Tax Map Number. Contact Number: OCT 17 2023 1000-63-3-15 Regulatory Reference Number. 0 20 40 Southold Town TilleofDrawing: Planning Board SCALE: 1" = 20' PROPOSED SITE U 3 APPROVED ��� LAYOUT AND a PLANNING BOARD in TOWN OF SOUTHOLD UTILITIES PLAN W DATE � ' `0`-wl q Drawing Number: OF NEW y \.... P PND R E w O,p I 0, w 0 � w 9WE Sheet of o �A 0925 3 20 24 e M Es510 PWGC Project Number. cd w Unauthorized alteration or addition NYSDOT CASE NUMBER 97500 tothisavlolag and ofSecrelated documents AVG1601 r,W is a violation of Section 7209 r,o of the New York State Education Law o a d AMERICAN MADE C.I.FRAME WITH SLOTTED COVER OR (SEE NOTE BELOW) C.I.FRAME WITH SOLID O.D.PLUS 2'MAX COVER BY NEENAH, CAMBELL OR APPROVED FINISH LAYER MATERIAL EQUAL RIM ELEV. GRADE ADJUST TO FINISHED PAVEMENT CURB LINE GRADE WITH BRICK FRAME&GRATE ALLOW 4"MIN.FOR Strategic Environmental and Engineering Solutions SOILS IN EXCESS OF 9"BELOW FINISH GRADE V MINIMUM,4'MAXIMUM PAVEMENT SUBGRADE _ SIZE OPENING FOR ADJUSTING OF / / ! / / i / / / / � / / / / / ✓ / / CASTING CASTING pavers _ COMPACTED PACTED TO 90%AASHTO MATERIAL AS PER DESIGN) with reinforced wire 1mesh ! (2"DIA.PIPE AT 1.0%.MIN. REINFORCED C ONC - - ■. E To solUseedln LIMIT OF WORK DOWNSPOUT — — — COVER \ \ p g � ® § CLASS IV RCP PIPE \' m ® SLAB g' BY SITE CONTRACTOR % DRAINAGE RINGS WRAPPED GRADE MIN — _ MIN SUPAC 4NP OR T— 1"-1'/:"Bedding sand 630 O.D. CAST IRON CLEANOUT WITH BRASS FERRULE ! 3'-0" 3'0" WITH GEOTEXTILE FABRIC BACKFILL ABOVE SPRINGLINE T — (CAST IRON PIPE PAINTED TO COLOR ®®® APPROVED EQUAL 7 - ' 8"MIN. =-r- '= — � #30 ASPHALT ,•• .o•^•�, ..o.... Bohemia Johnson NY 11 18 BE PLACED IN 12"LIFTS °. SPECIFIED BY ARCHITECT.) ®IM® ® � — — - - `' ROOFING FELT 1' Compacted aggregate base Avenue. Suite 7 FIRST FLOOR °. 3'-0"MIN. RING DEPTH VARIES PAST GRAVEL Phone: (631) 589-6353 . Fax: (631) 589-8705 c . AS PER DESIGN ® ® ® COLLAR Geotextile separation fabric 18. 6" /\/ / / / /\j / / /\/\/ E-mail: INFO@PWGROSSER.COM PRE-SHAPED FOUNDATION OR ® // BACKFILL UNDER AND TYP \\\\\\ \\\\ \\\\\\\\ \\\\ \\\\ PRINGLINE D __ FLAT FOUNDATION WITH a . GRADE — — — AROUND DRYWELL WITH ® ® ® ® REINFORCED //%\/%\/%/%/%/%/%/%/%/%/%/%/ �— Compacted soil subgrade BACKFILL TAMPED INTO PIPE PVC(SDR18)PIPE FITTINGS SIZE TO BE ®®® ® GRANULAR MATERIAL �10"� CONCRETE PRECAST CONSULTANTS HAUNCHES AT CONTRACTORS COORDINATED WITH DOWNSPOUT CONTAINING LESS THAN RINGS CHECKER BLOCK:TOP VIEW CHECKER BLOCK SIDE VIEW DISCRETION _ 15%FINE SAND,SILT,& LEACHING RING FERNCO SERIES 105G COUPLING FOR CAST �j CLAY. (SILT&CLAY 24" ,3Pr r IRON TO PVC PIPE m p® ® � — — - - FRACTION NOT TO fir— —1 2 1" I TYP TYP BEDDING(CLASS I,II,OR III) 4_ EXCEED 5%) 4' ® ® 1� ® TYP WHERE UNSUITABLE MATERIAL a . m I=® = �- — — A" IS ENCOUNTERED DURING TO DRAINAGE SYSTEM TYPICAL BACKFILL PLACED ALTERNATELY � m p p © �- — —TYP 10 12" z� � DRAINAGE RING ® ® ® ® J 6"/8°x8 GAUGE EXCAVATION OF PIPE 1" 2 WELDED WIRE MESH IN 6"LIFTS ON BOTH SIDES OF TRENCHES. 5-0" PVC(DR 18)@ 1.0%MIN. �10"� GRAVEL COLLAR 3'-0" q A 24" TYP PIPE UP TO SPRINGLINE 8" 3'-0'MIN.TO -LEMIN.ALL AROUND s ecifications �— GROUNDWATER „�'.� •., ELEVATION NOTE: 1 GROUNDWATER LEACHING RING % BACKFILL UNDER AND width length height pieces s.f.pa pieces pallet ~° AROUND DRYWELL WITH per s.f. allet er P. weight NOTE 1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITECTURAL PLANS. 12'0"PJ _ 2a 24" 4' .25 80 20 >nnn 1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5'-0',THE CONTRACTOR MUST PROVIDE GRANULAR MATERIAL SIX(6)FOOT MIN. I CONTAINING LESS THAN SHEA 1 1ETING AND SLOPE,OR HE(NG.AS AN ALTERNATIVE,THE TRENCH NATURAL ANGLE OF REPOSE FOR THE SOIL,WHICHEVER IS MORE LLS MUST BE CUT BACK TO ROOF DRAIN DOWNSPOUT \ ACCEPTABILOEN INTO LEACHING �1 12 CLAY. FINE SAND,SILT,& SHALLOW. � MATERIAL. IF SAID CLAY. (SILT&CLAY 2- CLASS 1,II,III OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES,PER USCS SCALE: NTS CONDITION CANNOT BE 12'-0"DIA. FRACTION NOT TO UNIFIED SOIL CLASSIFICATION SYSTEM) NOTE: ACHIEVED WITHIN THE NOTE: EXCEED 5%) FIRST SIX(6)FEET BELOW 1. ALL DRAINAGE LEACHING CATCH BASINS EFFECTIVE DEPTH DEPTH VARIES, PRECAST CONCRETE 3- SAWCUT Z BEYOND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED. 1. ALL DRAINAGE LEACHING POOLS EFFECTIVE DEPTH DEPTH VARIES,SEE PLANS THE BOTTOM OF THE LAST LEACHING RING,CONTINUE SEE PLANS FOR EFFDEPTH, FOOTING CHECKER BLOCK CONCRETE GRID DETAIL FOR EFF DEPTH. WITH THE EXCAVATION OF PIPE TRENCH DETAIL DRAINAGE LEACHING POOL THE SIX(6)FOOT MIN. DRAINAGE - LEACHING CATCH BASIN NOT TO SCALE CIRCULAR WICK,UNTIL SCALE: NTS SCALE: NTS APPROVED PENNETRATION SCALE: NTS NYLOPLAST 24" DRAIN BASIN: 2824AG CAST IRON CURB INLET TRAFFIC TILE IRON BEARING BICYCLE SAFE(BY ®INTEGRFR ME BCGRATE TO 'CAMPBELL') MATCH BASIN O.D. \ ALLOW 4"FOR FINAL �DOOO� 18'MIN WIDTH GUIDELINE ADJUSTMENT OF FRAME 2,-0" 5 8" o o -< o o a, $" MINIMUM PIPE BURIAL 5<ti 5 ®VARIABLE INVERT HEIGHTS DEPTH PER PIPE 6'MIN THICKNESS GUIDELINE AVAILABLE(ACCORDING TO MANUFACTURER <S -{ W / PLANS/TAKE OFF) RECOMMENDATION B",�APTER TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE r� i /!J ANGLES PURPOSES ONLY.ACTUAL CONCRETE SLAB MUST BE DESIGNED vQ�Q q #4 BARS IN TOP SLAB(4"O.C.) I VARIABLE 0'-360' TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC 0 0 0 0 5 S ACCORDING TO LOADING,&OTHER APPLICABLE DESIGN FACTORS. PLANS 000O O O 5 11 GROUT AROUND ENTIRE PIPE 18"MIN. DRAINAGE PIPE SEWER MAIN OR I CORRUGATED HDPE DRAIN PIPE \ HOUSE CONNECTION Q)VARIABLE SUMP DEPTH s OR APPROVED EQUAL I ! ACCORDING TO PLANS(6"MIN) 6' 0.5%MIN. 4'-0" OP ING 18"MIN. (!)VARIOUS TYPES OF INLET&OUTLET ADAPTERS 4"MIN ) �— AVAILABLE:4"-24"FOR CORRUGATED HDPE (ADS N-12,ADS SINGLE WALL,HANCOR DUAL WALL), I POLYPROPYLENE COATEDy" SDR 35,SCH 40 DWV,CORRUGATED&RIBBED PVC y 1 <, 5 5 STEEL RUNGS @ 12'O.C. 10 ` 10'-0" 10'-0" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER 9 PIPE INVERT 5 " / QWATERTIGHT JOINT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II 5 (CORRUGATED HDPE SHOWN) MATERIAL AS DEFINED IN ASTM D2321.BEDDING&BACKFILL FOR 8 REVISED PER NYSDOT COMMENTS 02/03/2023 1'-6"SQ. OPENING FILLED m-GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-5ao5, SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED 7 REVISED PER TOWN COMMENTS 12/21/2022 4 < WITH GRAVEL ®-FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-05 3'-0" UNIFORMLY IN ACCORDANCE WITH ASTMD2321. 6 REVISED PER TOWN COMMENTS 1 112 3/2 0 2 2 ®-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 64'DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065 5 REVISED PER NYSDOT COMMENTS 09/15/2022 a �,.,o:,•_•�<.a Q-DRAINAGE CONNECTION STUB JOINTTIGHTNESS SHALL CONFORM TO ASTM D3212 ° FOR CORRUGATED HDPE(ADS&HANCOR DUAL WALL)&SDR 35 PVC 4 REVISED PER TOWN COMMENTS 02/15/2022 !_6" ; 5 5 $" 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 Q-ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0'TO 350%TO DETERMINE MINIMUM tt1. < ______ ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-013. O 000 pOh V 0�00 00 00 GRATEOPTIONS LOADRATING PART# DRAWING#_ THIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLASTHASPROPRIETARYRIGHTS.THERECEIPTOR 3130VERONAAVE 2 ADDRESSEDDEISCOMMENTS 07/17/2019 PEDESTRIAN MEETSH-10 2499CGP 7001-110-216 POSSESSIONOFTHISPRINTDOESNOTCONFER,TRANSFER,OR LICENSE THEUSEOFTHEDESIGNORTECHNICAL BUFORD,GA30518 1 REV.TO44 ROOMS-UPDATE UTILITIES 04/11/2017 O O O O O O O o O O O STANDARD _ MEETS H-20 2499CGS 7001.110.217 INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HERON,OR PHN(7701932-2443 Number Revision Description Revision Date 1'8" —UNDISTURBED SUBGRADE SOLID COVER MEETSH-20 2499CGC 7001-110-218 MANUFACTURE OF ANY ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN,EXCEPT BY SPECIFIC FAX(770)932.2490 4'�" $" DOME NIA N99CGD 7001-110-219 WRITTEN PERMISSION FROM NYLOPLAST. Nylo Mast www.n o ast-us.com NW DROP IN GRATE LIGHT DUTY 2401DI 7001-110-075 TITLE Designed By r�!• Date Submitted SIDE ?•IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 1'C 01/20/17 VIEW TOP VIEW DWG NO. 7001.110.192 REV B Drawn By Date Created DRAINAGE - CATCH BASIN DRAINAGE / SEWER CROSSING DETAIL TQLT 08/23/16 Approved By Scale CATCH BASIN DETAIL BG AS SHOWN SCALE: NTS Client SCALE:NOT TO SCALE � ��� THE ENCLAVES -- --- --EU 56655 ROUTE 25 OCT 17 2023 SOUTHOLD, NY Project: Southo d Town Planning Board WATERPROOF INTERIOR FACE OF SITE PLAN CONCRETE RETAINING WALL WITH DRI-SEAL Q (OR APPROVED EQUAL)SILICONE EXTERIOR + + SEE SHEET 3 OF 12 FOR COLORLESS WATERPROOFING(5%). RAMP SIDE OPTIONS TOP OF WALL Q� + + + +++ / ELEV.30.5' °�°� + +++ + + ++ SIDE FLARE(TYP.) i BUFFER ZONE + + + + + + ��� ��ED �� ++++ + + + +++ + + (SEE NOTE 23 FOR FLARE SLOPES) Project Address: 12"THICK POURED ' + +++ + +++ PLANNING BOARD ++ 56655 ROUTE 25 4,000PSI + + �So + +`+ TOWN OF SOUTHOLD SOUTHOLD CONCRETE WALL 3.25'REVEAL + + + ++++ ++ +++ ++++ ++ • +`+++ zo +++ SUFFOLK COUNTY, NEW YORK ++++ + +++++ + + DATE County Tax Map Number: Contract Number. No.4 BARS 12"o.C. ; +++.+. +++ ++`+ 1000-63-3-15 3"MIN COVERAGE BOTTOM OF WALL + + ++ + + ++ '� Regulatory Reference Number. ELEV.27.25 ++++ F' No.4 BARS 12"O.C.ALONG EARTH SIDE + p NOTE: +++++++ d y � ' Title of Drawing: FOOTING CONSTRUCTED ON ++++++ .; 4'-0" 2 Ti FT.UNDISTURBED BEARING o 2"x 2"KEY c11 I SOIL,OR PROPERLY COMPACTED RAMP No.4 BARS 18"O.C.6'-0"LONG 1 I ENGINEERED FILL CERTIFIED BY A R�S SITE �— LICENSED PROFESSIONAL �,9� 1 ENGINEER. SEE DETECTABLE WARNING !'. ' .. " . 1'-6" PLACEMENT DETAILS ON SHEET 2 OF 12 z (SEE NOTES 1-7) DETAILS No.4 BARS 18"O.C. �-- N CLEAR SPACE W (SEE NOTE 2) CONCRETE RETAINING WALL CURB RAMP CONFIGURATION: TYPE 1 F N Drawing Number: o SCALE: NTS SCALE: NTS ��0 Ewr P D DREW ITEM 608.0105009 47" 0 W � r— 0 E Sheet of 4 0925 3 V �� 21 24 ssI PWGC Project Number: g LU Unauthorized alteration or addition a NYSDOT CASE NUMBER 97500 to this drawing and related documents AVG1601 W W is a violation of Section 7209 ¢o Of the New York State Education Law o 3� a a r O'(N.T.S.) N.Y.S.D.O.T. Il 3/4" SIGN No.R1-1C CAPPED WITH CONCRETE --------------___..____-_W 9"DIA. -ED -_._.... RESERVED PARKING 30" 10" T GN . 3"GALVANIZED(WEATHER PROOF)STEEL MOUNTINGTYPICAL TRAFFIC CHANNEL(TYP.)COATING TO4"WIDE BLUE STRIPE CONTROL SIGN COMPLY WITH N.Y.S.D.O.T. T-0" NEW BLUE HANDICAP REQUIREMENTS(SEE NOTE 1) SYMBOL 6'-►j 2"SQ.POST O T-0"MIN. POST PUNCHED FULL LENGTH 6"DIA.HEAVY DUTY PIPE FILLED Strategic Environmental and Engineering Solutions O 4 WITH 318"DIA,HOLES 1"O.C. WITH CONCRETE&PAINTED 20' "' YELLOW p s 1 O 7'-0"MIN. M 2 7" 1 _J FINISHED • .. ,Y ,.� ---� 1 O FLOOR / \ 630 Johnson Avenue. . Suite 7 O 18"MIN.FROM EDGE OF 1/2"PRE MOLDED BITUMINOUS Bohemia . NY - 11716-2618 PAVEMRNT TO SIGN JOINT FILLER Phone: (631) 589-6353 . Fax: (631) 589-8705 42" 27"DIA _ r _ 15° O . 4"BELOW FINISHED J ° O 6" PAVEMENT E-mail: INFO@PWGROSSER.COM �Q. GRADE v v j "\ \ \,.> r `� / r\ n 'r/ •' /i�'``'art�� 3'=0" CONCRETE / � 5 21/2"SQ.SLEEVE ° O REPAIR OR REPLACE SURFACE T �,, \� FOOTING O 36" IN KIND ' �`' /� 4,000 PSI 10' 10 8' CONSULTANTS r CONCRETE FOUNDATION v v a 42" \ r y/ / r/ 4,000 PSI 28 DAYS v v �/ /\ %;/\; @ 28 DAYS 2 112"SQ.SLEEVE v ,. \ _ O DIRECT EMBEDMENT AS PER / PARKING STRIPING DETAIL 7 a v ,` y v`�� � ` Y' 3" v N.Y.S.D.O.T.REQUIREMENTS \� .,// //., /../ SCALE: NTS 6- L BLUE PAINT SQ. VARIES SEE PLAN HANDICAP SYMBOL TYPICAL TRAFFIC CONTROL SIGN DETAIL STOP SIGN DETAIL BOLLARD DETAIL SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS CURB EQ. SAWCUT EDGE OF EXISTING SIDEWALK TO 24^(TYP) �I ',.' CONCRETE WALKWAY PAVEMENT SUB-BASE FILL WITH 1/2"PREFORMED PAVEMENT RAMP VARIES SIDEWALK BITUMINOUS MATERIAL ti y"LIP 8"WIDE FULL DEPTH CONTINUOUS A EXPANSION JOINT BETWEEN CURB A I &CONCRETE PAVEMENT(TYP AT 6" FACE OF CURB 24"(TYP) - +���YF .JT. ALL EDGES OF RAMP) ;x. 4'0" j 9 4 SECTION A-A FG 5" _12 1 1 112" CONCRETE PAVEMENT SIDEWALKLU Q w t SIDEWALK VARIES WIDTH OF VARIES SIDEWALK ;� > v 4'MAX. RAMP 4'MAX. , AMP ,m :ems ��a" RU/y DETECTABLE WARNING VARIES 4'MIN. a I_ I I-I I I_I I I_I I I=III=I I 6X6-W3XW3 WWF STRIP(1 FT.x 1 FT TILES) CONTRACTION JOINT EXPANSION JOINT SEE PLAN I I I—I I—I I' 'I—I r,. p (TYP) EVERY 4' EVERY 20' a:r :,, ..._ �.:'. 12 1 1 1� 2 6" - I I—�I�_ - COMPACTED AGGREGATE BASE M 5 p y"EXP.JT. \—Y2"EXP.JT. COURSE � ° RAMP RUN PLAN NOTE: 0 0 0 SECTION B-B SECTION ' I COMPACTED LANDING 0 00000° DETAIL"A" STRIPING WIDTH TO " SECTION AA ° ° 1:12 s"xs•w2.s DETAIL"B" �������� �� ° M yA x W2.9 W.W.F. MATCH WIDTH OF WHITE PAINTED MARKING CONCRETE TO BE 4,000 PSI @ 28 DAYS CONCRETE TO BE 4,000 PSI @ 28 DAYS ���' CONCRETE WALK CAST-IN-PLACE CONCRETE WI PLANNING BOARD 4' BROOM FINISH A LANDING COMPACTED 5"POURED CONCRETE SUBGRADE J CONCRETE WALKWAY PLAN TOWN OF SOUTHOLD Q =_ PAVEMENT(SEE PLAN FOR A /// JOINT SPACING) CONCRETE TO BE 4,000 PSI @ 28 DAYS SECTION A-A DATES L4 CONCRETE TO BE 4,000 PSI @ 28 DAYS A - - TRANSITION FLARE-WALKWAY NOTES: 6'MIN. F✓ PAVEMENT OR LAWN AREA,SEE 114"RADIUS 9 A _ 1. THE MINIMUM WIDTH OF A SIDE CURB RAMP SHALL BE FIVE FEET 1" 1/2" I-- 1/4" t - PLAN FOR SPECIFIC CONDITION. 2, THERE SHALL BE A LANDING AT THE TOP OF EACH CURB RAMP AND SHALL HAVE MINIMUM CLEAR DIMENSIONS I I 00°0° OF A 48"BY 48"SQUARE. 41MAXSLOPE, °o 0°0°0° 13:1MAxSLOPE- CURB P o 0 0 0 0 - 3. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12 8.3%. T RAMP ° f' 3 "� o°o°o°o°0 8.33 =- `,` 1/2"WIDE FULL DEPTH ( ) ° o / '/ ___EJ o o o EJ . 4. THE LENGTH OF THE FLARED SIDES SHALL BE AT LEAST TEN 10 TIMES THE CURB HEIGHT,MEASURED °o°o° ';:% CONTINUOUS EXPANSION ( ) 24" TYP °° 0 %' ALONG THE CURB LINE. (TYP) %%~ JOINT BETWEEN CURB& ° % 5. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE,FIRM AND SLIP RESISTANT. PROVIDE A COARSE M CONCRETE PAVEMENT(TYP AT BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE OF CONCRETE RAMP SURFACES,EXCLUSIVE OF �' CROSSWALK DETAIL ALL EDGES OF RAMP) DETECTABLE WARNING FIELDS. RECEIVEU 6'MIN.TRANSITION — SCALE: NTS ----- 11 TRANSITION CURB(TYP BOTH 6. RAMP TRANSITION BETWEEN WALKS,GUTTERS,OR STREET SHALL BE FLUSH AND FREE OF ABRUPT 10 DETECTABLE WARNING STRIP CURB TYPICAL BOTH SIDES SIDES) VERTICAL CHANGES�"MAX.) 0 C T 1 2023 9 FLUSH INTEGRAL CURB W/Y" JOINT SEALER 6" 8 REVISED PER NYSDOT COMMENTS 02/03/2023 � LIP . . .. . . . . _ . ':�.'•-. . . .. PLAN VIEW PLAN DETECTABLE WARNING STRIP 112"PREMOULDED Sout o Town 7 REVISED PER TOWN COMMENTS 12/21/2022 DETAIL A EXPANSION MATERIAL DETAIL B GRADEFINISHED 1, 5"5" Planning Board 6 REVISED PER TOWN COMMENTS 1 1/2 312 02 2 CONTRACTION JOINT EXPANSION JOINT _ _ 5 REVISED PER NYSDOT COMMENTS 09/15/2022 SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK DETAIL `\\��\\'�\\��\\,' 2" I 3" PROPOSED 4 REVISED PER TOWN COMMENTS 02/15/2022 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 a `\ 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 18" 'r/// j �/ Number Revision Description Revision Date #5 BAR a Designed By Date Submitted (CONTINUOUS) a TC 01/20/17 Drawn By Date Created TQLT 08/23/16 •j1--- 4 Approved By BG Scale AS SHOWN- CONCRETE�---$"-►� Client CONCRETE TO BE 4,000 PSI @ 28 DAYS THE ENCLAVES DOME TOP ---•' ,' : „„ t -\j , ,\ LOAD CAPACITY AT LEAST 75,000LBS 56655 ROUTE 25 TERMINAL POST 2.875" BLACK VINYL PRIVACY SLATS G': ;.`; €,_'; t .sf , r, FOR EMERGENCY PURPOSES SOUTHOLD, NY `_- - 1-1/2"TOP COURSE MOUNTABLE CURB DETAIL ��O.D PIPE4 2-1/2"BINDER COURSE LINE POST 2.875"O.D.PIPE .;. . . TOP RAIL THROUGHOUT TOP,DIAGONAL, AND Project: 1.66"O.D.PIPE LINE POST TIE 12"O.C.8 BOTTOM RAIL 1.66"O.D.PIPE 1.66" O.D. \j\\j/\\ \ \ \ \ \ \ \ \ \j\\ PA TED RCA ; SCALE: NTS / / / / / / / / / / / (NYSDOT SPECIFICATON RCA ' BRACE RAIL / / / / / / ) GAGE ALUM.(TYP.) CHAIN LINK FABRIC CHAIN LINK FABRIC \�\\\r\\\i\\\i\\\ \j\\j�/�\ COMPACTED SUB-GRADE RAIL TIE 18"O.C. TENSION BAR 2:X6'GA.TYPE 1 ALUM.COATED BLACK VINYL 2:X6"GA.TYPE 1 4x R=1-112" SITE PLAN PRIVACY SLATS ALUM L .COATED 1x FINISHED 6" TENSION BAND 12"O.C. 1.66" O.D.BRACE RAIL BRACE BAND LINE POST LOOP TOP TYP I CAL ASP HALT PAVING DETAIL GRADE 3" � is ,!.€ (i ,':I'; ii€;:"•' .{..rill! I:,'�i;: €;;;' .I ; C;,,a'�i I ;;,��• ' SCALE: NTS PROPOSED 2" 6" PAVEMENT i i EI f) I''' � f ( :1 '.I I)I f If(: I :E. f I � ♦• }T` ® - ' � I I I I I i' { E (; HEIGHT I Project Address: 'ii; L II I ',;) ,€ •a {I E , , 13 $'-p" �� ( � a /r/ //'/ ;I ��I � ;!I' i'�I I j `,,�: �€ { I:I; ACOUSTIC BARRIER W/ 1I" 56655 ROUTE 25 33 SOUTHOLD (. I.; (` ( G'� ; ',;i #5 BAR $-0" I , , , MINIMUM STC OF 4 2"ASPHALT CONCRETE TOP COURSE (NOISEOUT-2 OR LV-1) f��' `E {.� ' u ( ', { i I , '.: (;€ CONTINUOUS SUFFOLK COUNTY NEW YORK ( TYPE lA-ITEM 70B (CONTINUOUS) a 'i (',�',I I fa :If',€ ( E�� " "{,!if I I I II I I ,,III, i i € { '; ) {� ! PROVIDE JOINT SEALANT Tax p umber. contract Number. V. CountyT Ma N I'' j I {; I I ' k :I:'! 4"ASPHALT CONCRETE BINDER COURSE 1000-63-3-15 �.' 1[m 3'-0"MIN. TYPEiB-ITEM51FX(2LIFTS) Regulatory Reference Number: - fl -.-..-.._��._ // VARIES DOUBLE GATES 6"STABILIZED SOIL AGGREGATE SUBBASE " ^ Title of Drawing 3/8"(9.5 MM)DIA. I 12^ COURSE(RCA)(NYSDOT SPECIFICATION RCA) g^—� TRUSS ROD ,�j .-: 2""CLEARANCE 3'-0"MIN. ';�` '', �1 TYP. SECURED BY CHAIN MATCH EXISTING ITEM 4S 3;. BOTTOM SELVAGE ". AND PAD LOCK % CONCRETE TO BE 4,000 PSI @ 28 DAYS TENSION WIRE GRADE LEVEL TRUSS ROD TIGHTENER WITH 7 GA.TIE TO POST 12^ g^• . ;r. DETAIL BRACE BAND W-10"MAX. ' CURB POURED CONC. TYR .,. ;r/j i ` \ SCALE: NTS DETAILS •' `2"-3"DIRT 2"SPACE 10'-0"MAX. FOOTING(TYP.) \//\//\r\ r\\i\ i\ i\ r\ i\/\/\/ ` COMPACTED SUBGRADE \//\//\� BACKFILL TYP. \\r\\r\\>� >w� >� > >� >\r\\r\\r ACOUSTIC SEAL EXISTING PAVEMENT AND SUB-BASE a 24 "SOD"PLANTING LEVEL '9 TO REMAINHDPE GRASS PAVER INSIDE CELLS 5/8" LLI ONCRETE corlcRET4ACTUAL FINISHED GRADECHAIN LINK FENCE DETAIL CHAIN LINK GATE DETAIL PAVEMENT PATCH DETAIL . Drawing Number: SCALE: NTS SCALE: NTS SCALE: NTS 10° SOIL FILL LEVEL INSIDE PAVER �F-4F NEW y GRIDHORS HE ACTUAL SODAFTER HEAVY TPLANTER NG 6" `�PNDREW ��P � W 0 LEVEL. Al O, WOODEN STOCKADE FENCE DETAIL HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM 9 01 SCALE: NTS 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES r CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES W > THE PAVER GRIDWORK = sheet of o GRASS PAVER DETAIL `fF�p� 0925 3 ��� 22 24 OVERFLOW PARKING AREAS oFBSI PWGC Project Number. zw SCALE: NTS Unauthorized alteration or addition `a NYSDOT CASE NUMBER 97500 to this drawing and related documents AVG1601 W W is a violation of Section 7209 o Ofthe New York State Education Law o 3 a a NOTES: GROUND SURFACE J"O COPPER \ CUTAWAY ROCK TO (SEE NOTE 1) 1. CAP SET FLUSH TO SURFACE. PIN 6"LONG ACCOMMODATE D+2'-6� ROCK SURFACE R.O.W.MARKER (SEE NOTE 1) D D 2. SURFACE OF ALUMINUM CAP TO BE IN CONTACT WITH CONCRETE. GROUT SHALL BE THOROUGHLY COATED T"OCOPPER WITH ZINC CHROMATE PRIMER. 708-04. y \ PIN 6"LONG • ' '.• III=1 I I=1 11= III=1 I I— ALUMINUM CAP (SEE NOTE 2) 3. REBAR SHALL BE DRIVEN WITH A DRIVING CAP ACCEPTABLE TO THE EIC AND DESIGNED TO PREVENT "MUSHROOMING" OF THE TOP OF THE REBAR DURING DRIVING. SILICONE SEALANT IS NOT REQUIRED IF THE o SILICONE SEALANT w R.O.W. MARKER CAP IS FITTED WITHA PREFORMED PLASTIC INSERT. Strategic Environmental and Engineering Solutions ' •. N oO \ :• -i (SEE NOTE 3) = W I I '• :r; �- z 4. SHAPE OF THE MARKER CAP IS APPROXIMATE, OTHER SHAPES WILL BE ACCEPTED IF THEY CONFORM TO THE MINIMUM WEIGHT AND DIMENSIONS GIVEN IN THE MARKER CAP DETAIL. THE MARKER CAP SHALL FIT TIGHTLY - I I I II En TO THE REBAR. MARKER CAPS WHCIH MAY BE REMOVED FROM THE REBAR WITH MINIMUM OR MODERATE « .• .. •` 1"0 REBAR ® C +.• E :. Li z EPDXY COATED Q EFFORT WILL NOT BE ACCEPTED. w 630 Johnson Avenue. . Suite 7 r S. LENGTH OF REBAR MAY BE REDUCED A.O.B.E. IF AN OBSTRUCTION WHICH CANNOT BE PENETRAED IS ^cqo GROUND I I o Z Z ENCOUNTERED. HOWEVER, THE LENGTH OF THE SHANK WILL NOT BE LESS THAN 2.4, IN HARD, DENSE, OR Bohemia . NY . 11716-2618 GROUT§701-05 M 9 Phone: 631 589-6353 . Fax: 63 _ _ STONY SOIL. REBAR TO BE EPDXY COATED. ( ) ( 1) 589-8705 '7 T IIN, CONCRETE E-mail: INFO PWGROSSER.COM ZD W w CIOa^MIN. 6. AFTER THE CONCRETE RIGHT OF WAY MARKER OR CIP PERMANENT SURVEY MARKER IS IN PLACE, THE ii UNDISTURBED \ I! -III-III- EXCAVTION SHALL BE BACKFILLED IN ACCORDANCE WITH THE REQUIREMENTS OF STANDARD SPECIFICATIONS CONSULTANTS Q EARTH SECTION §203-3.06"SELECT GRANULAR FILL". • �= ROCK > _ 7. EXCAVATION AND BACKFILL SHALL FOLLOW EITHER METHOD A OR METHOD B PER 625-3.04 PERMANENT I III LROCK SLOPE _ IFillII=11 SURVEY MARKERS DEPENDING ON SITE CONDITIONS. I I =1 1I- ONE J"0 REBAR 4" IN. n` - 24"LONG \\ STEEL PIN AND CAP R.O.W.MARKER M FOR BACKFILL I INSTALLATION DETAIL IN MATERIAL ROCK OR ROCK OR CONCRETE (SEE NOTE 6) CONCRETE SURFACE NYSDpT DRILL 1"R1 HOLE X 18�" rT I DEEP,THEN FILL WITH GROUT AND INSERT MARKER ROD cfl T-0^ L J CONCRETE RIGHT-OF-WAY-MARKER CONCRETE RIGHT-OF-WAY-MARKER INSTALLATION DETAIL IN ROCK OR CONCRETE R�CHTOF`NP� PRECAST CONCRETE RIGHT-OF-WAY MARKER STEEL PIN AND CAP R.O.W. MARKER 9"MAX. PITCH 7"MIN. TOWARDS ROADWAY --- F1R=1 ........................._..---..-_ ... � Y U HMA OR PCC Q PAVEMENT 6" CURB SUBBASE (SEE PLAN TYPICAL SECTION TIP-UP SECTION(TYP.) TYPE VF6 CURB DETAIL MAX.SLOPE 25% SAW CUT EXISTING ASPHALT 4;(SEE NOTE 1) 4- (VERTICAL FACED CURB WITHOUT CURB ANCHOR) QOg�O °yVq,�,/ Q�yO OR CONCRETE DRIVEWAYS M/N S (SEE NOTE 4) 2, SCALE: NTS LAYOUT POINT q� OP NOTES: 11 S4FQ�/4 (SEE NOTE 4) �S�( c��� 10 o \ �� 1. USE CUB AND CURB AND GUTTER MEETING THE MATERIAL AND 9 o CONSTRUCTION REQUIREMENTS OF SECTION 609 OF THE STNADARD 8 REVISED PER NYSDOT COMMENTS 02/03/2023 ?' �0�� 0�01? SPECIFICATIONS. 7 REVISED PER TOWN COMMENTS 12/21/2022 °9 M �sFF'�A� \ /� ls`� 2. CURB ANCHOR(NEW CONSTRUCTION). THIS DETAIL SHOWS PLACEMENT OF 5 REVISED PER TOWN COMMENTS 0 /15/2022 ^,off y yoTF3l Y� 01 CURB ANCHORS. PUSH-IN TYPE ANCHORS MAY BE USED SHOWN ON THE 5 REVISED PER TOWNNYSD C COMMENTS 09/15/2022 ( 4 REVISED PER TOWN COMMENTS 02/15/2022 \ s/oF �\o� STANDARD SHEET FOR LONGITUDINAL TIES). 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 LAYOUT POINT 3. CURB TYPES M6A AND M4A REQUIRE CURB ANCHOR. CURB AND GUTTER 2 ADDRESSED DEIS COMMENTS 07/17/2019 TYPES VF6G AND M4G REQUIRE ANCHORS WHEN PLACED ADJACENT TO 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 CNCRETE PAVEMENT OR SHOULDER. Number Revision Descripbon Revision Date 01 �Zl 4. WHEN VERTICAL FACED CURB LESS THAN 9"WIDE IS USED WITH CURB BOXES CU1, CU2 AND CU3 AND CONCRETE SIDEWALK IS PLACED ADJACENT TO THIS Designed By TC Dale submitted 01/20/17 1S Flyq `_ ��P CURB, SEE STANDARD SHEET MISCELLANEOUS CURB DETAILS FOR CURB BOX Drawn By DateUeated G�oF JOINTS. TC\LT 08/23/16 Scale 5. USE WITH CURB BOXES, CM1, CM2 AND CM3. Approved By BG AS SHOWN Client THE ENCLAVES TYPE 3 DRIVEWAY ENTRANCE 56655 ROUTE 25 o'c"? I� P� FOR RESIDENTIAL OR COMMERCIAL DRIVEWAYS IN UPBAN AREAS SOUTHOLD, NY WITH POSTED SPEEDS OF 45 MPH OR LESS RECEIVED y�OG��\�\�l ���J� Protect �& R,���P�1.6 TAPER METHOD WITH SIDEWWALK AWAY FROM CURB OR NO SIDEWALK OCT 17 2023 NOTE: SEE TAPER METHOD OF LAYOUT NOTES ON SHEET 3 Southold Town THE ENCLAVES Planning Board NOTES: Project Address: 1. A DRIVEWAY TIP-UP SECTION SHOULD EXTEND TO A LOGICAL TERMINI (EXAMPLE: SIDEWALK EDGE, WHERE THE APPROVED BY 56655 ROUTE 25 DRIVEWAY GRADE MATCHES EXISTING GROUND, OR LAYOUT POINT), FOR REFERENCE,A REASONABLE OPTIONAL LEVEL SECTIONS SOUTHOLD LENGTH OR TAPERING THE TIP-UP"MISCELLANEOUS IS NOT PART OF THE DRIVEWAY OPENING WIDTH. REFER TO L PLANINING BOARD SUFFOLK COUNTY, NEW YORK NYSDOT STANDARD SHEET 609-02 MISCELLANEOUS CURB DETAILS FOR THE CURB TRANSITION. 2. WHERE THERE ARE CONSTRAINTS THAT PREVENT THE CONSTRUCTION OF THE DRIVEWAY OPENING USING MIN.SLOPE 5% TOWN OF SOUTHOLD County Tax Map Number Contract Number: EITHER OF THE LAYOUT METHODS, THE ENGINEER MAY SPECIFY A SMALL CORNER CURB RADIUS OF 2' (OR A 2 I - T MAX.SLOPE 25% 1000-63-3-15 "1 BULL NOSE"CURB ALONG LOW SPEED HIGHWAYS), PROVIDED THE DRIVEWAY OPENING MEETS THE JOINT AS REQUIRED DATE [ I 4014 Regulatory Reference Number. REQUIREMENTS OF THE"DRIVEWAY OPENING"TABLES ON SHEET 4. Title of Drawing: 3. FOR RESIDENTIAL DRIVEWAYS, THE MINIMUM PAVING LIMIT SHALL BE 10' FROM THE OUTSIDE EDGE OF TRAVEL — _ � • !�`'�°� LANE OR 2' BEHIND ANY SIDEWALK, IF PRESENT, WHICHEVER IS GREATER. FOR MINOR COMMERCIAL — — — — -r-• I DRIVEWAYS, THE MINIMUM PAVING LIMIT SHALL BE 30' FROM THE OUTSIDE EDGE OF TRAVEL LANE, OR 2' — — OPTIONAL 1"CURB REVEAL BEHIND ANY SIDEWALK, IF PRESENT, OR EXTEND TO THE RIGHT-OF-WAY LINE, WHICHEVER IS GREATER. THE (SEE NOTE 27) PAVING LIMIT MAY EXTEND BEYOND THE MINIMUM PAVING LIMIT FOR NEW DRIVEWAYS AND TO TRANSITION TO DETAILS EXISTING PAVED DRIVEWAYS, THE PAVING LIMIT WILL BE NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT PLANS. EDGE OF PAVEMENT n 4. ANY PCC SIDEWALK WHICH CROSSES A DRIVEWAY SHALL HAVE A MINIMUM THICKNESS OF 6"AND INCLUDE STEEL MESH REINFORCEMENT WITH 3"OF TOP COVER. BOTTOM of CURB W 5. TO PREVENT DRIVEWAY GRADES FROM EXCEEDING THE VALUES IN TABLE 2-'MAXIMUM DRIVEWAY SLOPE' ON DETAIL 7 SHEET 2, IT MAY BE NECESSARY TO DEPRESS THE SIDEWALK ACROSS THE DRIVEWAY. SIDEWALK RAMPS SHALL HAVE THE LEAST RUNNING SLOPE POSSIBLE, WITH AMAXIMUM DESIGN AND LAYOUT SLOPE OF 7.5%. DRIVEWAY DROP OF NE w Drawing Numbw. THE RUNING SLOPE FOR WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.3%OR LESS RUNNING SLOP, THE - }' r rr CURB TRANSITION �P NOREw o� () RAMP LENGTH SHALL NOT BE REQUIRED TO EXCEED 15-1 FOR DESIGN LAYOUT. THE RAMP LENGTH SHALL P � o NOT BE REQUIRED TO EXCEED 15'-0" FOR WORK ACCEPTANCE. SEE STANDARD SHEET 609-02 FOR >Qk�o t 6. WHERE DRAINAGE IS CARRIED ALONG THE CURB, CONSTRUCT THE DRIVEWAY WITH A SHORT UPGRADE TO COMPLETE CURB TRANSITION DETAILS y PREVENT RUNOFF FROM PONDING AT THE DRIVEWAY ENTRANCE (FLAT DRIVEWAY) OR RUNNING DOWN THE r= DRIVEWAY(DOWNHILL DRIVEWAY SLOPE). IF CONDITIONS MAKE THE ADDITION OF A SHORT UPGRADE = sheet of 's IMPRACTICAL,USE 1"CURB REFEAL AND CONTINUE CURB ACROSS THE DRIVEWAY OPENING. TYPICALLY, CURB FO 092523 ��� 23 24 REVEAL WILL NOT BE CONSTRUCTED IN RURAL AREAS. IF CURB REVEAL IS SPECIFIED FOR A SPECIFIC �� a DRIVEWAY, IT WILL BE NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT PLANS IN THE 'COMMENTS' COLUMN. �FE3SIO PWGC Project Number: s Unauthorized alteration or addition z to this drawing and related documents AVG 1601 W w is a violation of Section 7209 �o of the New York State Education Law 0 o a a' a LU LAND NOW OR FORMERLY OF < ANTHONY FORGIO ("I _ TOWN HARBOR '<:: - S.C.TJ1. NO. 1000-63-03-17.3 to r; - - LANE (IMPROVED,CONNECTED TO PUBLIC WATER) ��� � � LAND NOW OR FORMERLY OF VALERIE M.SCOPAZ LAND NOW OR FORMERLY OF S.C.T.M, NO. 1000-63-03-16 ' VII CENT DOLOMITE& ILEANA DOLOR"1TE a (IMIPROVED,CONr"<ECTED TO PUBLIC WATER) S,C.T,M, NO. 1000-63-03-17,4 9W (iMPROVED,CONNECTED TO PUBLIC WATER) Z CD m .,o RELOCATE EXISTING 1 Strategic Environmental and Engineering Solutions <_i r , STORYFRAME PROPOSED FIRE k GARAGE TO RE HYDRANT j 20.4 3 I /IP ° W I �; S07°44'40"E 0 �' P �` ' • • • l.. . S07°38'10"E j - '- Johnson -„_.. ..._.,c. ® C'° ....._ ... .... _.._......_ _....-_ _......_._. _..-.-... _.�. 22.0 I .8 3 fence f e _... _ ^.. �..._ - .... ® 6Bohemla . NY en 11716-2618 9`r•�,�,F ,.., K _ _ _ _..._ _.... _ _..... _ _....._ .._� a ___ _._ ___ Suite • �m I -....- -..... ,00kw h,:: , o N Phone: (631) 589 6353 . Fax: 631 589-8705 GENERATOR ( ) X J1% Aft LOCATION ® _ ::.;:•: :•::•:::•: •; :: ::.: _ - - Q W E-mail: INFO@PWGROSSER.COM 66 ::: ::::::•::: .::•.;•:::.;::; : p I- k es or 07 :}::`.0:v. . o os I ( :'1 07 EX TING TO::E•: .. fs: z p K ,• R cQ CONSULTANTS C } z 41 i i � � 6.99 y i iII Z 07 �� a as ® 0 5 z s snnRvr 13.5 L �� � 10.4 35.0 ( moo{ d 1 , ❑ I :�f OS W W 06 , : p, e Od K 4Z Z bl 07 ` M I b,• P• 0 3 J J 4 1 0 s7 '•K o ♦� 1 [ ® 0 os PA D WAL Y + I K SI K K 6 U7 0 0 38. 4 7 lit W .B In rrW U) I I Q W I { 07 ___ U ; I + :l 07 ® '' s"W t7 07 - 36.7 ME 1 ` n J N04°45'20"W_ r. . . 7 N i ae as as ao ae eo � m 07 O : k' 0� t M. 1 . •2 LAND NOW OR FORMERLY OF j Z w � ❑ K EUGEN TOMASIC&MIRELLA TOMASIC APPROVED BY PROPOSED a, I S.C.T.M. N0. 1000-63-03-14 Y 4[f�1 STANDPIPE I (IMPROVED,CONNECTED TO PUBLIC WATER) I 07 I 0 K' 7' PLANNING BOARD 1 0, ell O 1 r3 a 31.2 - I v •4 `�--- - {�/ on ee no no 38.7 z I TOWN OF SOUTH TOLD 11J , .. t co K IDO of IaATE LIRRy ® z - _ I I LOCUST LANE , ,_p, � N - - - - - a m z co v7 PROPERTY r ® _ , LINE O O 1 0 - .V x V !i •7 G• 0. O.• p• I z 38.5 I �" I �' ' • K LAND NOW OR FORMERLY OF JANET L. RYAN 1 1 5 S.C.T.M. NO. 1000-63-03-13 b ry 0) (IMPROVED,CONNECTED TO PUBLIC WATER) b a7 64 2 GRASS P VERS • m ofi os m 05 o co P_co a _� 1Q N05°30'50'O 616.57' •�.��� �_r 10 67 14.2 3 --- 9 bb PROPOSED IRRIGATION PLAN 8 REVISED PER NYSDOT COMMENTS 02/03/2023 O N os1� 7 REVISED PER TOWN COMMENTS 12/21/2022 SCALE: 1" = 40' RECEIVED 6 REVISED PER TOWN COMMENTS 11/23/2022 5 REVISED PER NYSDOT COMMENTS 09/15/2022 N 4 REVISED PER TOWN COMMENTS 02/15/2022 LAND NOW ES FORMERLY OF 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 CHARLES W.WITZKE 0 40 80 J�N C � Z024 S.C.T.M. NO. 1000-63-03-28.1 _ 2 ADDRESSED DEIS COMMENTS 07/17/2019 Nos°3o'So"w SCALE: 1" = 40' Sout old Town G4 c4 (IMPROVED,CONNECTED TO PUBLIC WATER) 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Planning Board Number Revision Description Revision Data Designed By Date Submitted TIC 01/20/17 Drawn By Dale Created CRITICAL ANALYSIS TQLT 08/23/16 IRRIGATION SCHEDULE IRRIGATION NOTES Approved By scale �T �7L,1��Generated: 2022-11.1816:20 1, ALL WORK IS TO BE IN COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES AND BG AS SHO y 71\ SYMBOL MANUFACTURER/MODEL OTY P.O.C.NUMBER:01 ORDINANCES. Client 00660��, Hunter PROS-04 S'strip spray 148 Water Source Information: THE ENCLAVES rs 0 FrS6 cs as 2. ALL UNDERGROUND ELECTRICAL CONNECTIONS ARE TO BE MADE WITH 3-M WIRE CONNECTORS, DBY. 00Q0 Hunter PROS-048'redlus ,� FLOW AVAILABLE 56655 ROUTE 25 0 T H F Custom Max Flow: 40 GPM 3. ALL REMOTE CONTROL VALVES ARE TO BE INSTALLED IN VALVE BOXES OF APPROPRIATE SIZE Flow Available 40 GPM (?0O� Hunter PROS-04 10'radius 61 4. ALL CONTROL WIRING DOWNSTREAM OF THE CONTROLLER IS TO BE2-WIRE,UL APPROVED FOFI SOUTHOLD NY PRESSURE AVAILABLE DIRECT BURY. ! A�014�AD /� Static Pressure at POC: 70 PSI Project 0 c:J\5r�'- iJo Hunter PROS-04 12'radius 99 Pressure Available: 70 PSI 5. ALL ROTORS AND SPRAY POP-UPS SHALL BE INSTALLED ON SWING PIPE /CI T�/H�TT iThO F t/�;/t;/�„/Q� Hunter PROS-04 IS'radius 76 DESIGN ANALYSIS 6. ALL OCV SHALL BE INSTALLED ON 3-ELBOW PVC SWING JOINTS. 5r i0 Maximum Station Flow: 39.76 GPM ®®® Hunter MP Strip PROS-04-PRS40-CV 28 Flow Available at POC: 40 GPM 7, SYSTEM DESIGN BASED UPON 40 GPM @ 70 PSI. Residual Flow Available: 48.4 GPM IRRIGATION PLAN LET asT ss, 8. ANY CHANGES IN AVAILABILITY OF SUPPLY SHOULD BE NOTED AND MODIFICATIONS TO THE O O O Pressure R et Critical Station: u o Hunter MP1000 PROS-04-PRS40-CV 30 Loss for FlUinga: 0.31 PSI DESIGN SHOULD BE MADE 00/,��/•��!,� Lose for Main Una: 3.12 PSI 9. CONTRACTOR TO VERIFY WATER PRESSURE AND AVAILABILITY PRIOR TO INSTALLATION. V Hunter MP2000 PROS-04-PRS40-CV 67 Lose for POC to Valve Elevation: 0 PSI Loss for Backilow: 13.4 PSI 10. THE LOCATION OF ALL IRRIGATION IS DIAGRAMMATIC AND SUBJECT TO FIELD VERIFICATION. Critical Station Pressure at POC: 65.2 PSI SYMBOL MANUFACTURER/MODF1 QTY Pressure Available: 70 PSI 11. ANY IRRIGATION PIPING SHOWN OUTSIDE OF CURDS FOR CLARITY ONLY. E) Hunter PGP-ADJ 04 Y4 Residual Pressure Available: 4.77 PSI 12• 120V.TO CONTROLLER AND COPPER STUB,BY OTHER THAN IRRIGATION CONTRACTOR. Project Address: 07 Hunter PGP-ADJ 07 48 13. A BOOSTER PUMP IS REQUIRED IF SYSTEM DOES NOT MEET THE DESIGN PRESSURE. 56655 ROUTE 25 O Hunter PGP-ADJ-LA04 15 14. THE CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MATERIAL TAKEOFF. SOUTHOLD 15. IRRIGATION PERIOD WILL BE 16 WEEKS ASPER THE TOWN PLANNING BOARD CONDITIONS. SUFFOLK COUNTY, NEW YORK O Hunter PGP-AD,I-LA 05 32 I Q Hunter PGP-ADJ-LA 06 10 County Tax Map Number. Contract Number. SYMBOL MANUFACTURER/MODEL OTY VALVE SCHEDULE WATERING 5CHEDULE 1000-63-3-15 19 Regulatory Reference Number. Hunter PCZ-101.401'w/F2-1 Decoder NUMBER MODEL 5 - SIZE TYPE GPM PSI PSI @POC pRECIP IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY Area to Receive Ddpline f Hunter PGV-161 Globe 1-112'w/Q-1 Decoder I-IM Turf Spray 38.71 36.8 55.3 1.451n/h 1 42 1,626 1,626 Title of Drawing: ® 4,111 I.f. Netaflm TLDL-06-18(16) 2 Hunter PGV-151 Globe 1.1/7 w/EZ•1 Decoder 1-1/2' Turf Spray 31.2 34.8 51.6 1.571n/h 1 39 1,217 1,217 3 Hunter PGV-151 Globe 1-1/2'w/Q-1 Decoder 1-1/2' Turf Rotor 36.7 47.6 64.7 0.581n/h 1 105 3,854 3,854 Netsgm TLDL-06-18 Serpentine Ddpline 4 Hunter PGV-151 Globe 1-1/2'w/Q-1 Decoder 1-1/2' Turf Rotor 29 45.7 61.5 0.231n/h 1 262 7,598 7,598 g 132.0 Lf. 6 Hunter PGV-101G 1'w/Q-1 Decoder 1• Turf Rotary 8.47 42.4 56.0 0.381n/h 1 157 1,330 1,330 °c 6 Hunter PCZ-101-401'w/Q-1 Decoder 1• Area for Dripline 6.99 37.5 51.1 0.431n/h 1 141 986 986 SYMBOL MANUFACTURERIMODEL OTY 7 Hunter PGV-151 Globe i-1/Zw/EZ-1 Decoder 1-1/Z Turf Rotor 39.76 47.6 64.2 0.61n/h 1 100 3,976 3,976 ; ® Hunter PGV-101G 1'w/Q-1 Decoder 8 Hunter PGV-151 Globe 1-10w/Q-1 Decoder 1-1/2' Turf Rotor 37.28 47.2 63.9 0.541n/h y 1i1 4,138 4,138 W 14 9 Hunter PGV-101G V w/Q-1 Decoder 1• Turf Spray 20.44 34.4 48.9 1.541n/h 1 40 818 818 Hunter PGV-151 Globe 1-1/Zw/EZ-1 Decoder 19 10 Hunter PGV-151 Globe 1-1/2'w/Q•1 Decoder 1-1/2' Turf Spray 27.01 33.6 49 1.481n/h 1 41 1,107 1,107 Z- 11 Hunter PGV-151 Globe 1-1/2'w!Q-1 Decoder 1-1/2' Turf Rotary 38.53 46.3 61.2 0.55In/h 1 109 3,200 3,489 IRRIGATION 0 Huller HQ-44RC 1' 2 12 Hunter PGV-T Globe 1-1/7 w/Q-1 Decoder 1-1/7 Turf Rotor 38,53 46,g g42 0.651n7h , 1pg 4,200 4,200 a 13 Hunter PGV-151 Globe 1-1/2'w/Q-1 Decoder 1-1/Z Turf Spray 31.4 37.4 53.4 1.651n/h 1 37 1,162 1,162 14 Hunter PGV-101 G 1'w/Q-1 Decoder N w Isolation Gate Valve-Mainline Sized 3 1' Turf Rotor 18.7 43.7 58.1 0.451n/h 1 134 2,506 2,506 � 15 Hunter PGV-151 Globe 1-1/2'w/Q-1 Decoder 1-1/2' Turf Spray 34•12 34.2 60.7 1.481n/h 1 41 1,399 1,399 BF Zum 975XL t-1/2' , 18 Hunter PGV-101G 11'w/EZ Decoder 1• Turf Spray 7.454 38.1 52.7 0.54ln 1 43 827 8 7 PLAN 17 Hunter PCZ-101-401'w/Q-1 Decoder 1' Area for Ddpline 7,45 38.1 57.7 0.541n/h 1 111 827 827 � 18 Hunter PGV-1010 V w/Q-1 Decoder Turf Spray C Hunter 12C-804PL w/Q-DM 1 1' 10.44 42.1 56.0 01.431n/h , 14 1,4 1,4 Q 19 Hunter PCZ-10 -1 Decoder 1• Area for Drlpllne 10.44 42.1 56.0 0.431n/h 1 141 1,472 1,472 Gas ®S Hunter WR-CUK 1 20 Hunter PGV-101,G 1'w/Q•1 Decoder 1' Turf Rotor 22.82 45.7 61.9 0.53 In/h 1 113 2,579 2,579 21 Hunter PGV-151 Globe l-1/2'w/Q-1 Decoder 1-1/Z Turf Spray 31.22 34.1 50.3 1.371n/h 1 44 1,374 1,374 9 N 22 Hunter PGV-101G 1'w/Q-1 Decoder Turf Spray � Point of Connection l-i/2' 1 23 Hunter PGV-101G 1'w/Q-1 Decoder �, TurfS a �42 92.7 48.7 1.341Nh , 45 639 639 1' Spray 15.32 32.8 46.9 1.371n/h 1 44 674 674 ca 24 Hunter PGV-151 Globe 1-1/2'w/Q-1Decoder 1-1/Z Turf Rotary 38.53 48.4 65.2 0.521n/h 1 115 4,431 4,431 Drawing Number. a Irrigation Lateral Line:Polyethylene Pipe 100 PSI 1' 11,5591.f. 25 Hunter PGV-151 Globe 1-1/2'w/Q-1 Decoder 1-1/2- Turf Spray 31.24 34.6 50.1 1.551n/h 1 39 1,218 1,218 ,��p F NEW y 9 26 Hunter PGV-101G 1'w/EZ-1 Decoder p Turf Spray 23.4 35.7 50.3 1.581nRt , 36 869 889 U Irdgatlon Lateral line:Polyethylene Pipe 100 PSI 1 1/2' 1,434 Lf• 27 Hunter PGV-101G 1'w/Q-1 Decoder ,• Turt Spray 19.01 34.7 48.9 1.071n/h 1 57 1,084 1,084O 9 28 Hunter PGV-151 Globe 1-1/2'w/Q-1 Decoder 1-1/Z Turf Spray 33,71 34,0 49.1 1.6 In/h , 38 1,281 1,281 r.�'` DREW c� 'P,� w 29 Hunter PCZ-101-40 V w/Q-1 Decoder 1• Area for Drlpllne 2,47 35.0 48.5 0.431n/h 1 Irrigation Lateral Una:Polyethylene Pipe 100 PSI 2' 141 348 348 91.4 I.f. 30 Hunter PGV-101G 1'w/EZ-1 Decoder ,• Turf Spray 10.4 35.9 49.4 1.56 In/h 1 39 406 406 Q• 0 31 HuMer PGV-151 Globe 1-1/Z w/EZ-1 Decoder 1-1/Z Turf Rotary 35.04 45.4 59 7 0 85ln/h 1 71 2,488 2.488 C * ® Irrigation Mainline:PVC Class 200 SDR 2121 3,084 i.f. 32 Hunter PGV-101 G V w/Q-1 Decoder 1' Turf Rotor 13.47 43.2 56.7 0.88 M 1 gg g2g 929 Q_ 9 u' = 33 Hunter PCZ-101-401'w/Q-i Decoder ,• Area for Drlp9ne 0.98 35.0 48.4 0.431n/h 1 34 800 Hunter PGV-151 Globe 1-1/Zw/EZ-1 Decoder 1-1/2' Turf Spray 58 1,9 1,9 62 Pipe Sleeve:PVC Schedule 40 2' 21.95 35.9 49.5 tA71n/h 1 70 1,537 1.537 89.31.t. 35 Hunter PGV-tO1G 1'w/Q-1 Decoder ,• Turf Spray 21,g5 35.9 49.5 O.g71n/h 1 70 1,537 1,537 ��• j 36 Hunter PGV-161 Globe 1-1/2'w/EZ-1 Decoder 1-1/2, Turf Spray 38.58 38.8 53.2 1.441n/h 1 42 1,620 I'm ` � � Sheet of p 37 Hunter PGV-151 Globe 1-1/Zw/Q-1 Decoder ,-1/2' Turf Spray 31.54 34.0 48.6 1.291n/h 1 47 1,482 1,482 ¢N Pipe Sleeve:PVC Schedule 404' \ ' ------- 189.SI.f• 38 Hunter PGV-101G1•w/Q•iDeooder 1• Turf Spray 13.95 32.2 45.9 1.371n/h 1 3, 814 614 09 5 3 24, 24, 3,054 69,299 69,299 P c FESSI4 PWGC Project Number ui w Unau documents thorized alteration docu AVG 1601 to this drawing and related menen ts W t� is a violation of Section 7209 o of the New York State Education Law o a a'' 2bb'-qY�" 41 l2'-103�4" 172-3 12'-105/q 43-w2 L n o , AA > f � C I MA55AGE RM, CD CD 0 CD lu 0 0FED WASH •:. MA55A6E RM. (M ` I CO HAIR Pool- MEGH. RM. ;� ❑ ( ( ;�.'< �: ( ( I ( I O ! MAN. ANDREW V. 0 0 M55AG . \ _i STAIRS 9 Elk Ot GIAMBERI E _ —I.L.J _LL LL : kill (401 X & ASSOCIATES POOL , JUICE$AR ` - - TO 5 *ARCH ITECTS U. "'j r., Al -- -- - - -- �� \ ELEVATOR EL TOR 62 Elm Street RE ION / MEN 5 REAR : : : : : : GHANG. TOR Huntington, NY 11743 ( I GHANG. RM. T5 AIRS ❑ I � a / _ � ( Telephone: 631.367.0050 a x. 631.367.6636 Fa , 0 0 10 0 0 0 I 1 0 0 0 O® 1�fl WOMEN'S MEWS Pool LAM MY ( I I I ( POOL BATH BATH 6YM / \ GiambertoneArchitects.com 0❑ HOLDINS RM. f � . . . . . . . . . . . . m m / The Enclaves 5TORAGE 56655 Route 25 I Southold, New York ..................... W 16-003 04-23-2020Issued for Preliminary Review 12-16-2021 Issued for Planning Board �. MECHANICAL RM. -- ........ .............. . ..... 01-31-2022Issued for Planning Board - Event Rm. — — — — — — — — — — — — — — — — — — — — — — — — — XX _.. r Planning Board XX 02 16 2022Issued fo f �O , T, .....-... .._.__.-.e.- ....,R_.-..... ,., .... 5TORAGE —.................. HOUSE 1%OrPIGIr �y MAINTENANCE / �- 1 ; ED Af c T OF N- PLANNING BOARD I TO ve of sOuTHaLD Not For Construction DATE - 0 2021 AVGA : 1(c)� - THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND CYPHER DOCUMENTS PRF.PARF:D llY ILXDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVUA)FOR THISPROJE(T ARE L*.STRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FIXT ilE UNE SOLEIY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PRMMED, AVGA SILkLL BE DEBMED THE AUTHOR OF THESE DOCUMENTS ANI)Sf IAL.RETAI` ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGIM TKAT THESE DOCUMENTS SIIALL NOT BE USED BY THE OWNER, OR OULERS, ON CTI-HER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR fM THE COkL ETION OF THIS PROJECT FOR OTHERS. ............ __.:..... . .......... _....., ...... ... .. 1 PJe09 61JIUU21d Plotted: Wednes&v,FebruaryE6'.2022-3:25pm By: ernesto UMOlplogincls !_ He: L••\AVGACurnntJobs\F_ndavesl6-003\Working Drawings\A2-1_2022-01- t £Z0Z L 1 100 3DAI:JDD\ ;Lower Level Plan As Noted i .; e. .s. ILJJ s Hotel Lower Level Floor Plan SCALE : 3/32"= 1'-0" AA A2el I F i t k F I.J V 12'-103/4" 5'-IOya" f l'-Q3/4" 20'-V4" 41-111 25'-by2�l 12'-10E/4° 174-If" <A i 77-7-;;;1 _-- I c -41 i ao 0 o L 1441 _ •� M TOI 0 o N a rl ❑ M M u ® ❑ � I � I ❑ \ .❑ ❑ ❑ IMF / A TN'T DREW V. Tol � 0° I I > 0 0 GIAMBERTONE . EVENT ROOM j .0 MAIN HALL / b'-O' " 51_gy 11 ASSOCI ES - ARCHITECTS T I AREA " ❑ ❑ ❑ ❑ 70R ❑ I r X 2 Elm Street WOMENS TOR PANTRY l '. POOL BATH ❑ Huntington, NY 11743 REAR ® ' ® (D ® E) E ® ;. ® E TOR { 6 15TAIR5 O O O v Telephone: 631.367.0050 ® ® ® ® I ® ' ® ® ® 0 i 1 Fax: 631.367.6636 ourpooR POOL / GiambertoneArchitects.com ❑ ❑ RECEPTION FOOD PREP. F 0001, 000i 00000 0 o I : - 1z � 0 , e SY 3 a � N � z 0 MEWS Pool I I BATH I I 1 0 I WAITING 0 0 ne Enclaves ��-... ••- a i I_ O O AREA I I M-TOtLET I I . i 56655 Route 25 26-151b" 41_63�4"5-5gl 1 1 �.(—l.+ BAR AREA Southold, New York b d m m I - COTTAGE #I % r ox 16-003 ® ® FISH POND ............... . 10-11-2016Issued for Permit 1-30-2017Issued for ZBA&Planning Dept. I II FIP�:-A EI PIRi=PLAGE DINING J7DOOR v V —}�}— — — ---�— — — — - — — XA 04-13-2017Revd. &Issued for ZBA&Planning Dept.' XX — — — — ---t I — — — — — — — — I AREA AREA DINING --- _ I r- I ( �• '� 03-26-2t119issued for EIS Report, r-1 _..__..__ ._....,._,..._ _ ..___... _ w... III I i 03-09-2021 Added Potential Event Rm ° III . 12 16-2021 Issued for Planning Board N, 01-31-2022 Issued for Planning Board-Event Rm. -g - COTTAGE #2 I I coy 02-16-2022 Issued for Plannin Board =' I =I , ... ............. 70 p q .......... a -- -- \ 'r COTTrAG�E #g � { i,. SHOP I . OBB AREA MAIN BACK CHECK-IN TAI - GIFT SHOP m i ___. __..._ ......__ I I FIG ® ® 0 aIDD a ooa , L DELL I . I. MAN � AREA ARC, ! I I I. ���J`� T b d 72' a' F COTTAGE #4 I IQ20804„k .E. Ar �P• NEW . RECEIVED - ; r _ I f • I � _. b d i OCT 17 2023 F '7 Issued for Permit :,, I . . I I i .. bout hold Town I 1 I f I Planning Board © 2021 AVGA •ll I _ '. i. ... _�. - _.. _. .._.. ..... ................................. •� - 1.. .1 1 ' , - e••,-'-. --- e' �• .. - THE COPYRKHr DRAWINGS SPIiCIFICAT[ONS, AND (YI'HBR DOCUMENT'S = PREPARED BY Oi\I1itEtV V.GL/LkfBERTONE AND ASSOCIATES,ARCHITECTS,P.C. j _ APPROVED �yP � � ® V IAVG.0.)1'OR7?'RPROjFrr ARE I�TRUbIEITS OF AVGA. THESE DOCUMEMS f P 1 ARE SERVICFS"T[IE USE SOLFIX WITH RESPECTTO THIS PROJECT.IINLESS I OTHERWISE P'RMMED, AVGA SWJI,BE DEEMED THE AUTHOR OF THESE Pl.��li�ll�� BOARD DOCU-MEN St!AJL RL�ALh ALLCOiVfNONLAW,STATUTORY ANllOTFIER -- 1; f{ RISERVED RAC S ISIAT TIlI SL E)OCL'14I.NTS SHAIJ. NOT BE USED BY THE OWNER, OR VTHERS, ON OTHER PROJECTS FOR ADnmONS TO THIS -- PROJECT, OR FOR THE CO�iPLETION OP THLS PRniECT FOR OTHERS. TOWN OF SOUTHOLD .. I m ern es Plotted• W+�adzv Fe b ary 15 2022 3.2 nm y: to ; DATE � t p w�'� He: I:.\AVGAfczrent Jobs\FneTaves]6 003\Working Drawings\A2 2 2022 OT Hotel Main Floor Plan SCALE : 3/32"= 1'-0" _ .... G.w.w. o s I First Floor Plan As Noted "M f, :. e.£s. LM AA A2 * 2 _ - --- - .._.. --- - —— -- -- --- _ - - ---- ----- - , z6-V � 10-i3y 17�°-3Y2" m ie o00^ o O o 0 ^ (3) n v ED 1 If EA 93 ® p Ll tzg Li ® ,• `, r 6 \ \ , 1 A D RE W Va : i 0 on a: "'ONE GIAMBER L MAIN HALL = m & ASSOCI� L a� �r t- ICE MA p � � a 00 3 ) \ MAIDS LINENS o ❑ ❑ ❑ : T R AREA ❑ a ❑ :.❑ ❑ ❑ ARCHITECTS -N r-� STORAGE- : . 2ND R. u M-TOf H05 5 _ � . 62 Elm Street REAR 0= ILET = STAIR-5 :. ® ® ® <;® (;: ® :_ ® ® TOR MEETING W.#I Huntington, NY 11743 77-1 0. LZ Telephone: 631.367.0050 LID Fax: 631.367.6636 M`a / open to below a a a { GiambertoneArchitects.com Fln 000 / O000 O OOO \ MEETIN6 RM.#2 ' O t- v- / The Enclaves WET BAR MEETIN6 RM.#3 56655 Route 25 O Southold, New York 0 m 1 V-003 o s .. t 10-11 2016 Issued for Permit 01-30-2017 Issued for ZBA&Planning Dept. vv ROOF AX v _. _.. ...... _ ...:.. — — — — — r r AREA — 1€RRAGE _ — — — XA 04-1 3 2017 Rev'd. & Issued for ZBA&Planning Dept. m 03-26-2019Issued for DEIS Report a ...._....... _ 12-16-2021 Issued for Plannig Board 01-31 2022Issued for PlanningBoard-Event Rm. [moo o : _ .. . .._ 02-16-2022Issued for Planning Board - ----....... ......... .._.................... cn ......... - ......... ... ........... . A , \ o .._._....... CMITO AREA _ EJ .. _ _ ..-.._-....__........ ................__.._...._... . 1 tV m O LZJ D ARC T f o * I s� e2os4� ��- �TFOF N RECEIVED OCT 17 2023 Town Issued for Permit out o ___.___.. Planning Board Y _ -. . ..... _..._ _ -.................._ ..........-. _... 0 2021 AVGA _....._._.�_ ..... THE COTTUGHt DRAWINGS,SPECIFICATIONS, AND OTHI-R DOCUNIIWIS PREPARED UY ANDREW V.GIAMBF,RTONF,AND ASSOCLA 7iS,ARCHITF.CIS,P.C. VGA)FORTH5 FROJ UCT,ARE INSTRU_MEN'n OF AVGA. THFSF DO(:UMEN1S APPROVED `, A _SRWIE KIWI HF, ASOLELY l�-j1B DEEM TTO THIS PROJNCT.li IMSE BY IFRIX?S PRLrViDEll, AVGA SHALL BE DFF:�IEll TTIF ACTHO ' OF TIiESIi .L'MFNn L,O SHALL RETAIN AILCONUVONLAW,STA'r(DORY AND OTHFR I R1 SERVED MR"TS THAT THESE. DOCUMENTS SHALL. NOT BE USED I1Y THIi P /�1 I-I I NG BOARD O INER, f� UMERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS 1 i./�!V tt[�F`�7 P OJECZ, OR FAIR THE COMPLETION OF THIS PROJF,(.T FOR OTI{ERS. TOWN OF SOUTHOL P tted: Vidm&y,Fcbruary16,2022-3:27pm By: ernestn _. ....: Fie L\- GACurrentJobs\F,ndavesl6-003\Working Drawings\A2-3_2022-01- DATE __....- -_ --.. .._........ .___ - _.._ . , 10IU2.q r Second Floor Plan ..... As Noted e.f.s. 77 Hotel Second Floor Plan SCALE: 3/32"= 1'-0" <A>A A2e3l AA \ ' , J I� 3 I.� , ❑\\ \-\ 't-o-�t L.1. ��(/T J• \ \ ! \ J I - : ANDREW Y Y -ID(FLO"' T GIAMBE ASSOCIATES , t \ I , , s , \\\ ARCHITECTS 62 Elm Street \ o ' Huntington, NY 11743 Telephone: 631.367.0050 Fax: 631.367.6636 GiambertoneArchitects.com me Enclaves 56655 Route 25 Southold, NY 16-003 10-11-2016 Issued for Permit 01-30-2017 Issued for ZBA&Plannin Dept. t• — — — — — — — — — — — — — — — — — — — — — — �'�_!5► -, ... ,. - Ia g Deft. v (� 13 2017 Revd. &Issued for ZBA&P nnin s 03-26-2019-Hotel Roof Plan 04-23.2020-Mech_ Equip. areas located 03-09-2021 Added Potential Event Rm 12-16-2021 Issued for Planning Board , 01-31-2022Issued for Planning Board-Event Rm. F 02-16-2022Issued for Planning Board _.... El i • v , , ' 1 r 1 4 D ARCyiT * y ST 02080�' ,. QF N.- Is su for •e d Permit S _ _ ... ......_ ..... 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THE G5 A = DATE PREPARED BYHAN'i[-W DRAWINGS;WOT:RTONEAODASSOCIATES,ARCHITF.CTS P.C. vv (AVGA)FOR HIS PROjECP ARE INSTRUMENTS OF AVGA. TIIESE DOCUMENTS T� "`, r'i )T � €�-• �^"� — — — — r � ARE SFRVICF•SFORTBFUSESOI LY WITH RESPECT TO THIS PROJECT.UNLESS PANP1,.5 T „ '-. ,€ ,';^;._ •�` `�' 1 OTHERWISE PROITDL•D,•AVGA SH.'SS.I,BE DEEMED THE IAUTFIORCOF THESE _•:: r'^= _.'._r_.-,_�.�._- .--;,---------------....-----r--c-:-�-z^�-r--- -.._.«—;rn-;�., DOCUMENTS AND SHALL RETAIN A'LLCOMbIONL1W STATUTORY AND OTHER . .2 .•I :., .., -..-, _....:.: :..:.::.} .,. , .x..,.<..• ,3.t.,., l,_..:.zt ',��F..,..1_.aat>.:gi .-.yet:;~: wt ,=1i2< ),1�'.w,...,.k,.w.�:4«,...`Jr->K.d,.�_ + :..�,»_, _:>_:. "t:. ,�,;?, rt';'};':. S OT E USED BY THE .. , :t ...?�':€:=E• ..<.:;:,••k: .,.,. �'""�T}.. 3 :_s; , RESERVED RIGHTS'Ii4AT THESE L�3CUMENTS HALT, N B z=y>..,<;x;La;.•.,:.;: -:rw';--;i�'. .:rY, ..' k,r,, .^;:k �' ...F . ut .;i»,?: �, . -:��E<,.�'•'',�"rg<f `'.�" ' �. �:li:' '^f: -s: Fr,-';°' , :f.'�;• - t OWNER, OR OTHERS, Oy.V OTHER PROJECTS FOR ADDITIONS TO THIS 4:i � : I �3...::..:-::z.,. ..,Ft:-.,•.:::i.#�,: ....t 3 ,. :,.z:z-.. .� ,._..e. 3 .. .. ::..E..:: ,:ztif�.. ', ::` ,.`t .,.,, ...:•.i:...tvi';rc:.:.' %:�'t•',d <•.t' F,. I .,,.- :,�.,,-;�.., 2,3.E <.r„-,.;<,..:;,y,:.s_._,._.:... ,,�,„-._.,. : ',a t_-, . ...y':k•?ii: `: I'«^ ,E'"'..-:. : ;`•"�-T : ;':'iPROJECT, OR FO8 1'ftE COMPIF^a'ION OF THIS PRO E(:T FOR OTHERS. k r _.,<,.>t.- _ :1= r: >r.;._._-}I,'. }t €:t rt`" .� �}:::7' .:3aw.a`.-__a.__H..,.-• ...�:?r= ) �� .:; f+:_:. •:3 3:�:3.�- �t�i::•:}'..-.}:�:? : '' v.r,. :.i:.: ,..L., y e t �.,.3 .:. I I,..,'{�...... ..., »..-.,,,..._:,;.3.^ ., : «�.S .f;>`c.,en€`.•:n--m .a.<. uk .. ..... f .,,..-..,.,tit. .. ,n-.r: ::���•, .`.f';}� �.:Y"��_. :"-'»'g - • � I O U I yf• ,.. 1-(. <, . . ..2..;: :":_:°,., tit,= �? ,, -{ G ]} i } ,+b<4.r..r:,a:.:.a" Plotted: Frida FdoniarK]7 2023-12:06 m B emesto I a.._wt�-. >4---;. r...,. . ,-a_�. . .. �;�,..,.�_.�..1. ...�. .R Y> P Y �I i. . ..• e ]6 00 rk ra 3]- I .::;.s::r:,�..�>.:_��.t:-^•<>•;;w.:: ,,�N, * =,r;�`�.'::f a W�"t File: L\AVGACs�ent-Jobs}Enctav s 3\Wo ingD wings\A - dwg � I F � .._-•. ----+a;.,:.:"'-t'-r,::ri. `�2' .,p _ .t :;": -,jam ,.,><,T,;- ,24.:aw-. ntw*�•r `.�' '-,.y 3 1 -_— - ,i: ....> ,. _ _ 'air. -ei'.c:..el:.:...'•.; i,-.e:.};�. __.... . --- t_^_�.> _. �,_ ,,:..,asM.. ..•:.:w._ ,,.. .::�: — sue.,.... t 1ft , C i 1 ND LOOK I }._., t F iV 1. .., 3 4.a.__..«_._., ':�- _J � - 1 N - - i.. a Y ��:?.:i N - - ( I a 1 .: t "5 r tii I 6 O,vg o l O _ I S t} I y> M o r .�k ► �-? Proposed Hote } aE � v:L3:<.a. :.3� tt_ 2 ._ t` 1 I �q I .:t.ar :..E,i ':CS^`.3 x:y., y t l: :...: : ,f� •,.s ': : :::�- ��}q3.. ��,a! in ..A'., t.,_ _ ,.ii.s. �St,t\ t i ..,:.,.:--r:�-i.Yu�=;w.<-r, -�y;: - [.,,1 FF '..'�z - Y.sEevt<�.J:.:i.,�'_r 2 :., ..: :.: ,k'.... _ ..Jai:J,:n'ay�'.y,�si'•,i,E.t4 fik T.Q.FIRST�LOolz FIN15H _ _ _ € } -Y > Elevations . . . ti . V FLU_ I_ 11 + 1 K `r As Noted 6 17'- 2" (TYPa .f. . West Elevation SCALE:3/32"= V-0" A3el 5 - S f F F r 5• xx I , ! , , tit III Ij I I III I III 11 mANDREW • VI aI T•O_SEGOND FLOOR F•JI`1i51i _ �' dO - GIAMB ERTONE k o o ASSOCILTES T.OyFIRST FLOOR FINW T.O.FIRST FLOOR FIN15H I { ARCHITECTS y i 7 62 Elm Street Huntington. NY 11743 Telephone: 631.367.0050 South Elevation Fax: 631.367.6636 SCALE: 3/32"= 1'-0" GiambertoneArchitects.com l x GR� ne Enclaves ; _t„ _ :gin..::;,•,�:s,,;';' 25..Fn_...,..::. z.<;..:.. .-::':� .,r,......, -.� ,...,k.:, ',.r.!;,.:::::_ -�. >. ..:r±-.-+:.:in.i...�:.,v.��,il.::,.::.:i^t(3.��r:'..�:��:r'�wF':...:...�•i"� __ 56655 Route �:.. :r ,.._ :. .:..�: .: .s.' � ;:-:.t_ n>.. .f�}.<•. >:5. _Y.�,r� `;�3�,.: ::T�,�":r'." , - «.. 1 t •x -t..... -- ., :.. �.. ..�:�.;...q•..;._ .:� h01 New York .�..��.� .,�� Southold - - . t _ _�_ _ _ �. : }w G FLOOR FINISH �._ .;. ro_V ' F " � ELEV. �„ .....:..,.�_... •:,:..:.,�_y...k..i,,.,..;.,, ,.s„:a,,<;._,. '', � � _. ...::�. i ! ;;. �.':.u - l:..ii✓:..}..��N�.h•>;� 3 (V 4 ;'T?. .. ..._.......... .. ... ... ....... .._.. try'.'": �•:i�.. ..{, f Y.t..I ! - r «*:ate-.;T:+' t ., r.:.. .,,,<oo..:... ... .:..1._-.:.:,.. ::�-_� :��a t<,, .:•r.�:f .?.`i1.,., F.i:, rti %s:"• Y�.: t.'1. , _ _ 16-003 T.Q.FRST FLOOR FIN15H 10-11-2016Issued for Permit ---- . .................._.... ......._..... . ... .................... ....,... t 01-30-2017Issued for ZBA&Planning Dept. 04-13-2017 Revd&Issued for ZBA&Planning Dept. 03-26-2019Issued for DEIS Report 02-16-2022Issued for Planning Board-Elev.Materials .................. .... ............... . ...... ...... .. 12-15-2022Issued for Planning Board-Nev. Materials 02-17-2023Issued for Planning Board-Dims. added .......... ...._.� --. ..._.__....._........._....__...__..... . .............. . . North Elevation SCALE: 3/32"= 1'-0" I MATERIAL KEY: ....... ._.............._...... R5 - RUBBLE STONE VENEER _........_--- .. .... ........ M5 - CEDAR 514MLE5 M6 - MIRRORED 6LA55 ;... _ ____ .._..._ ....._..__.._....__._- _.._... , .._ . 6 - 6LA55 -- ....__................... ........ .......... ............... ... .. ..._ } L5 - LOUVERED SHUTTER M - WOOD RAIL WT - WOOD TRELLIS __._.m_�. _......_.._..... _.._:.._,__......_....__...,._........................ GR - 6L;A55 RAIL �_..._.___._ _......._._...,__W .__:..w...._.__.._,._._...... ......__: .. ... ....,_.. GR5 - GEDAR ROOF SHINGLES _.._..__�w_.....:.........._.._....:__._._:._.._...... ............ \y��RED ggC,y Ted �TFdF nN��Q� • issued for P ermit . : © 2016 AVGA RECEIV t. THE COPYIC".,W DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS 3 PREPARED D! A*DREW V.GIAMBFRTONE AND ASSOCIATES,ARCHITECTS,Y.C. 0 C T 17 2023 { (AVGA)FORTllSPRQJECT,ARE INSTRUMENTS OF AVGA, THESE DOCUMENTS i ARF.SF.RVICESFORTIIEUSF.SOLELY WITH RESPECTTO THIS PROJECT.UNLESS OTHERWISE PROMF,D, AVGA SHALL BE DEEMED THE AUTHOR OF THESE SOUL oTd Town DOCUMEN75 AND SHALL RETAIN ALLCOMMONLAW,STATUTORY AND OTHER Planning Board RESERVED=Hn THAT THESE DOCUMENTS SHALL NOT BE USED BY THE g OWNER, 03 OTTERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, (R FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. �- Plotted: fiihj February 17,2023-12:21pm By: ernesto �� ' File: L:\AFGACurrent Jobs\Endaves 16-003\Working Drawings\A3-l.dwg APPROVED E V D PLANNING EOAPD R 3 Proposed Hotel DATE ` I IO Elevations As Noted w.S .'k , e.f.s. A302 F t I . 1 { j ANDREW V0 GIAMBE"D "'rONE I k ASSOCIATES AA *AR.CHITECTS 62 Elm Street Huntington, NY 11743 Telephone: 631.3 67.005 0 6A5 METER H.W.H. Fax: 631.367.6636 GiambertoneArchitects.com L I k I I - m5n* WATER MEGM. W. METER ❑ — — —� — LOIL TANK J LOIL TANK Restaurant I F m i I The Enclaves EX*TIN6 5TORMe m OAWLSPAO j . 56655 Route 25 I I xx - - - - - - - - _ = _ _ _ - - - - - - - - - xx Southold New York 1 L 16-003 > I 10-11-2016Issued for Permit ragwN��rx { L 01-30-2017 Issued for ZBA&Planning Dept. m i 01-15-2019 Revd&Issued for OPRHP 03-26-2019Issued for DEIS Report _.__..._..- .__ ...._..................--...... .. . ......... . ....... ................ ...... ... ... 06-17-2019 Revised&Issued for DEIS Report 12-16-2021 Issued for Planning Board ...............__.._.._. .... _ ...._.------......_................... ............... 02-16-2022Issued for Planning Board i ....... .......................... # __... .-._.................... .... ....--... ..... ....... s AA Root Cellar Plan ��RED Arj SCALE: 1/4"= 1' 0" ... Q�C? E.P1t G TFO LEGEND: z m EXISTING POUND. WALL TO REMAIN ._...� PROPOSED NEW FOUND.WALL '`ITFOF IN Issued for Permit © 2016 AVGA RECEIVED ThT COPYRIGHT DRAWINGS,SPECIFICA11ONS, AND CMIRR DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. O C T 17 2023 (.AV(A;I'ORTRIS PROJECT,ARE INMUMENTS OF AVGA. THESE DOC.L'MEN"rS ARRSERVICES"THF USE SOLELY WITH RESPECT TO THIS PRO)HCr. UNLESS _ _ _ _ OTETANYISE PXMIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE Southold Town DOMMEMS A%D SHALL RETAIN-ALL COMMON LAW,STATUTORY AND OTHER PlanningBoard RESFAVED RIGHTS TILUT THESE DOCUMENTS SIMI, NOT BE USED BY THE OQ•`�TR, OR Cr3IlERS, ON OT7NI R PROJECTS FOR ADDITIONS TO THIS PROTECT, OR FOR THE COMPIJ-:TION OF THIS PROJECT FOR OTHERS. Plamd: Wednn&y,February 16,2022-331pm Bv: emesto " Ike L:\AVGA Current)obs\F idaves I6-003\Working Drawings\A2-5.dwg APPROVE© BY PLANNING BOARD TOWtj OF SOUTHOLD Root Cellar DATE 1 ' 1 O `-Z O?A Floor Plan - As Noted A2 ,05 I I +� is 9 F f A N D R E W Ve GIAMBERTONE & ASSOCIATES AA ! f ARCHITECTS I - 5 I 62 Elm Street a Huntington, NY 11743 O I Telephone: 631.367.0050 \ / \ O Fax: 631.367.6636 BAR GiambertoneArchitects.com \ / / 6 5EAT5 - _ MANAGER'S ( f( f 3'-3" 2E_�8 E SE_IyBEE 2�_�I/SEE OFFICE PANTRY — �7 �v 000 _ TAKE-OUT 1 I I , Restaurant � I I The Enclaves �t I II I II II II III OPEN TO ABOVE m I I \ � ill II II € ..,. . :x: - - - - - - -- - - - - <, I xx I — _ . —_;�: XX> 56655 Route 2 \ L� KITU-IEN — \ STAFF — lip, 6. O"IEAI U, 1 i �,-- ��,\ \ vESrIeuLE \ I I Southold, New York LOCKER W. I'T II'I EA4 I ,n ---------------- o STAFF BATH >.. ------ -------------------- __� . __ .... _. . . — — ..... _............ . . . .... .._..... , 00 Q �l i!I';iII�I� o o 10h. i.': ..... ' ..: > --J T. .. G 03 I . I - -10" 13'-43/g n 11 11 11 € -`-__.-....._ ......... _ ._..........,.._ ......... ............................................................. ._..... 10------ 6 Issued for Permit _ / I 01-30-2017 Issued for ZBA&Plannina Dept. DINING / III 54 5�.15 `01-15-2019 Revd&Issued for OPRHP ......._._ . .............. .......... ............ 03-26-2019 Issued for DEIS Report _....... ... ....u...................._....... I) I 06-17-2019 Issued for DEIS Report 12-16-2021 Issued for Planning Board 02-16-2022 Issued for Planning Board =...._ ........... ......................... --.... .................. . ........................................................................... ` 1 . .... W® II® � mI® 07-20-2023 Removed Bar Seats for SCHDS 08-04-2023 Revd seating for SCHDS -. ...... ...................... .................................. 1 _-....._...... ........ .......... ........__.___.......,.. ............ .. ....... ........................ ... .............. -------- ..... . ......... ........_... _............................._......................... I _ ...............................................—..........._..................................................................................................... .. ._._....._._.................................................................................................................._... ............................................ AA f ... .. ....�...�....... ... .�...w.. I F ��S�E'Rr�A'4C * ac � a Proposed First Floor Plan SCALE: 1/4"= 1'-0" f 9T aZ0804 Q`F' crOF NEW.10 LEGEND: E EXISTING WALL TO BE REMOVED 0 EXISTING WA MAIN LL TO RE £ M s �ED NEW WALL I ssued for Permit e P_..___............................................._-........... ............................................................................... ..........: RECEIVE® ;_ 3` ti " 0 2021 AVGA : —......- .- -._._....._......._........ ._ ............................................................... O C T 17 2023 1 THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. Southold Town IARESERVICESFOR OI EUSESSOOLELY WITH R SPPECTTTGO THIS PROJECT.UNLESS Planning Board OTFWRWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE i DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER I RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE I OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS I PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Monday,October 16,2023-12:12pm By: ernesto File_ L:\AVGA Current Jobs\Enclaves 16-003\Working Drawings\A2-5.dwg __......_._.-.. ._.. _._-�..... .................. ... ................................................ ...............: PLANNING BOARD TOM OF soUYHoLa Proposed First DATA 1®` 7,0-2>4 Floor Plan f As Noted __._.... _......__.......................... ..._...................._ i 3 i t f A206 € 4 i SA' ti ' �y ^rt ANDREW Ve GIAMBER"I & ASSOCIATES ®ARCHITECTS AA 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 Fax: 631.367.6636 GiambertoneArchitects.com ..................... DINING 8 SEATS J — — 1�YATE RIM, Restaurant Ua) I 6 5EAT5 The Enclaves 56655 Route 25 I I it fz 1 io. I I T III"IEA I I I DN I xx - —� - - - - - - - - - - - - - - - - - - Southold, New York xx OPEN TO OMM — — 16 003 . - - - - - - - - - - I I � I I III I I ___........... ....... _.______......_. m . __ , ___....._. 10-11-2016 Issued for Permit .................................—..............................-.-................................................................................................... FOOD mr. I I 01-30-2017 Issued for ZBA&Planning Dept. \\ I 01-15-2019 Revd&Issued for OPRHP DINING _.......................... . . 6 2019 Issued for DEIS Report 20 SEATS06-1 _2019 R............. ..._evlse_..d.&....w...ssued f......or__DEIS Rm._ .....�,a...�e.....o�,..,._............. . ................_7._ - --...... Y ..I-...... ...... ..p....................... I 12-16-2021 Issued for Planning Board 02-16-2022 Issued for Planning Board _................................................ __........... _ - ...................................................................... ...................... 08-04-2023 Revd seating for SCHDS .............................. L I - ......................................_...._.._......................._._--..............................................._.._..._.................................... ......................__.................................................................... .... .......... ...�..................... .................._.______................................... ..._.........._...... . ..__......................................................... ....................---------......................................................... ........... :-....................................... .........._..........................----------.. ............ ............................... ....... ...... AA 3 �\ Ref CED' 0 Nr Proposed Second Floor Plan SCALE: 1/4"= V-0" 804 XL E'0�tVEW�tJ EGEND: _. .....__......_................ EXI5TINS WALL TO BE REMOVED 0 EXI5TIN6 WALL TO REMAIN Issued f .......... Permit....... ... ........................... PROPOSED NEW WALL RECEIVED © 2021 AVGA - --- —� OCT 17 2023 f' THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. -JI (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS SOUL o(d Town ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE Planning Board DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Monday,October 16,2023-12:13pm By: ernesto APpRON, �� �� File: L:\AVGA Current Jobs\Enclaves 16-003\Working Drawings\A2-5.dwg + k PLANN114IG BOARD TOWIM OF SOLITHOLD Proposed Second DATE ......... Floor Plan . . ' ......................... As Noted . .. i e.f s. A2e7 ........... ................ "1 AND RE W Ve GIA!\1BE-'r')%.""v0NE f ASSOCIATES z *ARCHITECTS AA NEw EXISTING 62 Elm Street Huntington, NY 11743 7 Telephone: 631.367.0050 =i = Fax: 631.367.6636 e I I GiarnbertoneArchitects.com EXISTING FLAT ROOF I i INEW FLAT ROOF TO ( I I k MATCH AND ALIGN W/EXI5T'G. Restaurant The Enclaves I — � tY ( NEw PITCHED ROOF ( ROOFITOP�FAIIND EXISTING PITCHED 56655 Route 25 TO ALIGN W/EX15TG. ROOF TO REMAIN e I , I I Southold New York xx - —�-- - - - - - - - - - - - - - - - - - - xx FROPL75ED EXISTING _ I � NEW C.oN5TR1XTI0N I I EXISTING PITCHED I—_ 1 6-003 IROOF TO REMAIN I I I - -- 10-11-2016Issued for Permit - �._..._.__....__ ......... ................................... . ....._... ........................... ........: . 01-30-2017Issued for ZBA&Planning Dept. I01-15-2019Revd& Issued for OPRHP 03-26-2019Issued for DEIS Report " M 06-17-2019 Revised&Issued for DEIS Report 12-16-2021 Issued for Planning Board 02-16-2022Issued for Planning Board E -_ _ _ .. 1 _ ._..._....._..—... _.. .. ....... _...... —I 9 F 1 S AA ID AR X��� cy�T Proposed Roof Plan a { m f - SCALE: 1/4"= 1' 0" 1- S 020BrJ 1�F TOTE O t l�fr1 / y - f f rPermitI sued o ... RECEIVED _ s_. _-- --- `' © 2021 AVGA OCT 17 2023 THE COPYRIGN.r DP.�WM,- S, SPECIFICATIONS, AND 0`1'HER DOCUME'NIS 6 PREP:AI m BY )MDR.EW V.GIAMBERTONE AND ASSOCIATES,ARC:HITEC'7'S,P.C. — {AVGWOR TH51%0JECT,ARE.IN.s'MUMENTS OF AVGA. THEM DOCUMENTS SOUt6 01d Town ARE iERViCE.SITATFF USE SOLF-Y WITH RESPB(.TTO THIS PROJECT. UNLESS OTHEMSE PIRWDED, AVGA SI-L�lt1.BE,DETMED'I'HI1 AUTHOR OF THESE Planning Board DOCLWf\,-..S AND SHALL RETAIN .AIL CONLVIONLAW,STATUTORY AND OTHER RPSE^-D RIGHM MAT TIIISE 1'X)CU'MENTS SHA)1, NOT BE USED BY THE OWM-2, OR OMERS, ON OTHFR PROJECTS FOR ADDITIONS TO THIS PRQjKT, OR KKR 111E COMPLETION OF THIS PROJ}!CT FOR OTHFRS. Plottc& Wedanhv,February 16,2622-3:33pm By: ernesto 9 APP`�OV ® Y File: L-\AN%Gil Current Jobs\Enclaves 16-003\Working Drawings\A2-5.dwg �7 --- .._.................__....... _.. _._....._ -......... PLAWNING BOARD — TOWN OF SOUTHOLD DATE � � 10 �;Z Proposed H- Roof Ilan As Noted e.f.s, f< r- xx 1 s � AN D R E W Vo GIAMBERTONE F ASSOCIATES *A RCHITECTS - - _ 62 Elm Street Huntington, NY 11743 -- - - --- ;; -- - F—, - - - - -- - - - - -- -- _ -- - Telephone: 631.367.0050 i l I E ., Fax: 631.367.6636 GiambertoneArchitects.com T.O. SECOND FLOOR FINISH i ELEV. +V-II 114" a J . i Restaurant TheEnclaves T.D. FIRST FLOOR FIN15H ELEV. +D'-0" I 56655 Route 25 Existing South Elevation ront I SCALE : 1/4" = 1'-0" Southold, New York i i 16-003 t t I 10-11 2016 Issued for Permit 01-30-2017 Issued for ZBA&Planning Dept. 01-15-2019 Revd&Issued for OPRHP 03-26-2019 Issued for DEIS Report 06-17-2019 Revised& Issued for DEIS Report 12-16-2021 Issued for Planning Board X 02-16-2022 Issued for Planning Board-Elev. Materials --............ ...... .. .. _ . . _....... . . _.... I ........................... ......_....._... _..,.. ................. . . 1 T_.....-...... ...... El .......... I r�F;fr D An 4.. - --------.------.___. MATERIAL iGEY: T.O. SECOND FLOOR FINISH �r ELEV.+6-11 1/4" - - ---- - - --- - -- - - -- ---- - - PGS AR5 — A5PHALT ROOF 5HINOLE5 , PYqT PAINTED AOOV TRIM _ _ lot DOUBLE HUNG AOOD AINDOA5 " PG5 PAINTED CEDAR VDIN6 PwT BNB BOARD AND BATTEN 51 D I NG D : OL — DECORATIVE LATTICE — DHW _ r PG5 Issued for Permit ' ,l.T.O. FIRST FLOOR FINISH - ELEV. +D'-O" RECE I VEDx © 2021 AVGA O� I 17 2023 I THE COPYRIGHT DRAWINGS .SPECIPIC,ATIONS, AND OTHER DOCUMENTS PW1 PRF.P.%:[) BY ANDRFW' 'i.(;IA12BE:RTONF AND ASSOCIATES,ARCHITE'.C:TS,P.C. --JJ 1\VGA;F0R1 IISPRQJEC-1. AR)" INS U-,Mf:.NTS OF AVGA. THESE DOCU`EN-I'S Southold Town ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.iJNLF.SS Planning Board (7 UTISE. PROVIDED, AVGA SHAI.I.BE.DEEMED THY,AUTHOR OF THESE DO CLIME--NTS AND SIIALL.Ri I'_4IA AII.COMMONLAVV,STATUI.ORY ANDOTHER Revised Proposed South Elevation �1 r1Jnt RFSFEA£D RIGHTS THAT CM 1ILR dFtiTS SHALL NOT I ONS BY THE t)lL?:T2, OR OTfIhRS, (?N (7IiIf:R PROJECTS FOR ADDITIONS TO THIS PPOIFCT, OR FOR THE C r)blPfl SON OF THIS PROJECT FOR OTHERS. SCALE: 1/4" = 1'-011 - - Kmr& Wednesday,febnmry 16,2022-117pm By: ernesto fill- L-Xz'1VGA Current.jtk�,%Eadaacs 16-003\Working Drawings\A3-S.du=g APMOVEn BY - F PLANNING BOARD 5®s,TI-TOLD Restaurant TOWN DATE 1 I D q D-L-A Front Elevations .. ....6rt 1/4 A3 * 5 AA NDREW V. GIAMBERTIONE ASSOCIATES *ARCHITECTS - -- 62 Elm Street Huntington, NY 11743 Telephone: 631.367.0050 Fax: 631.367.6636 - - - - - -- GiambertoneArchitects.com fl T.O. SECOND FLOOR FINISH ELEV. +V-II 1/4° -- _ VY R VV VV R VV VV kRestaurant , The Enclaves P__ '6655 Route 25 T.O. FIRST FLOOR=1NI5H Southold, New York -- - ELEV. +0'-0" - — — Existing East Elevation (Right Side 16-003 SCALE : 1/4" = 1'-0" _- 10-11-2016Issued for Permit 01 MATERIAL KEY: -30-2017 Issued for ZBA&Planning Dept. 01-15-2019 Revd&Issued for OPRHP AR5 - ASPHALT ROOF SHINGLED 03-26-2019 Issued for DEIS Report PAT - PAINTED AOOD TRIM -- - ....._. PGS - PAINTED CEDAR SiD1NG 06-17-2019 Revised& Issued for DEIS Report DHW - DOUBLE HU`Wo WOOD AINDOA5 12-16-2021 Issued for Planning Board -- - .......... ...._....... . ................----........... ................. ......._...... .............._............... .........._.. BNB - BOARD AND BATTEN SIDING 02-16-2022 Issued for Planning Board -Elev.Materials IX - DECORATIVE LATTICE _ ._...._...... _ .... . ___.___.._.... .._.. .-... . A -- .. ..... .... -._..._... ..._.... . ....- ........... ... 4_ w ........... El ----- ---- - - - -- - - -._. ....._...... PWT - .. ......... '��ED � __.. .._... __- -- -- ---.... ---- ------ - -- ._---- - ---------- - ------------- -------- - —.—__ / Ste. : 1 UJ T.O. 5EGOND FLOOR FINISH ELEV. +B'-III/4" µl O } ' U0 1 dF 1� PGS --- - - -------- -----..__._. - -- ------- , _ ;i i P_ UU Is sued for Permit -' OCT-- - - - - - - -_ --- ---- ---- - - --- -... - - - 17 2023 .�x I� ©' 2021 AVGA VG T.O. FIRST FLDORFINISH -- -.- --.--.- --__...._...__-- _-. __ _-- i Southold Town MIJ , 1 +0-0 Planning Board THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PRE-SARF,D BY ANDREW V.GIANIBE,R'FONF.AND ASSOCIATES,ARC:IETEC1S,P.C. (AVGA)FOR THISPROJECf,ARE INSTRUNWN'TS OF AVGA. THRS1 DOCUMENTS ARESERVICES FOR THEUSESJLELY WITH RESY}3Cl'T0 TI-41S PROJT',CC.T!NLESS DL (MiERWISE PROVIDFiD, AVGA SHALT.BF.DEEMF•D THE AUTHOR OF TII}SK EXIS N6 P�'lOPOSED DE)CIJ\iF.NiS AND SHALL Rh-rAIN AN,COMMONIAW,STATUI'ORY AND OTHER RESERVED RIGHTS THAT THESE, DOCUMENTS SHATI. NOT BE USED BY THE /��� NEW GONSTRUGTI�1 OWNTE.R, OR OTHERS, OI: OTHER PROJEC:'I'S FOR ADDITTONS TO Tills PROJECT, OR FOR THE COMPLETION 01; THIS PROJECT FOR Ol•HIiRS. ........... . Rotted: Wednesday,Febr sr rn y 10,2022-3:18pm By: eesto Revised Proposed East levation M t Side) File.- L:\AVGA Current Johs\rnelavcs 1G-003\Working Drawings\t13 5.dwg SCALE : 1/4" = 1.'-0" APPROVED BY PLANNING COARD TOWN OF SOUTFiOLD Restaurant DATE t Ri�4ht Side Elevations , _ - .......... 1/4" - 1'-0" e.f.s. _ .. . ......... _. r:• xx ANDREW Ve f I GIAMBERTONE 3 ASSOCIATES I ARCHITECTS 62 F_.lm Street E Huntington, NY 11743 Telephone: 631.367.0050 � i • Fax: 631.367.6636 xx xx- - - - - __ _ GiambertoneArchitects.com LA _j4 T.O. SECOND FLOOR FINISFf _- , - - Restaurant _ - The Enclaves _ I I � 6G55 5- Route 2 - - _ - _---- _ , : -- T.O. FIRST FLOOR FIN 15H - - -- : ELEV. +O'-O° , Southold, New York I ExistingSouth Elevation (Ream Existing Shed South Elevation Existing Shed North Elevation H SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCAM: 1 J4"= 1'-0" 6-003 ........_. .. .... ........ 10 11 2016 Issued for Permit 01-30-2017 Issued for ZBA&Planning Dept. 01-15-2019 Rend& Issued for OPRHP 03-26-2019 Issued for DEIS Report 06-17-2019 Reviset$& Issued for DEIS Report , 12-16-2021 Issued for Planning Board ........ .. .........................-._-..»_-_......................... .....,.......... ... ..... .._..... ....A 02-16-2022 Issued for Planning Board -Elev.Materials xx __.... ..................... _ _ - AR5 f.. -_.... .. .»............___..._-__. .............. .................. . ... ..... ........- ` y 77�1 i ; _ Rn , AL i i 1 {-------- -- -- - MATERIAL KEY: ,/`���`,4 - -- -- T. ---- -- AR5 — ASPFtALT ROOF 5HIN61.E5 PWT PAINTED YO0D TRIM S� - - - - I - — - - -- -- -- — P05 — PAINTED CEDAR BIDING T.O. 5EG0N0 FLOOR FIN15Ff 1=L=LEv. +W-II i/4° - DHW DOUBLE HJNG WOOD WINDOWS - -- ....---- - -- _ a - - SIDING PWT s , _ I t I , y------------ _ RECEIVED _ O 2021 AVe C A Issued for eC5 ` i 0 C T 17 2023 U(I Y T DLt \�S ,SPECIl'ICATION I R S, AND OTH DOCU MENTS —_--- i i. ! I - ! ?i PREPARED BY ANDRFlC Y UTAMBERTONE AND ASSOCIATES ARCHITI-:CTS P.C. n M',INSTR AVGA(AVGA;FOR THIS ARO I,, liMEN•1S OF . TH SI: DOCUD Fv15 T.O. FIRST FLOOR FIND SOUth0I0 TOWII ARE SERVICES FOR TOM L'SESOLEI,Y WC1T4 RRSI'P,CTJ'i)THIS PROJECT. ELEV. +O'-On Planning Board OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OP THESE DOCUMENTS AND SMUL R.f'MN ALI..CONMONLAW,STATUMORY ANDO'rHF.R RESERVED RTGHTS TN_AT TiffSE DOCUWNTS SHALL NOT BE USRD BY THE OWNER,, OR OTHFPS, ON OTHE PROJECTS FOR ADLiITIONS TO THIS PROJECT, OR FOR ll{E COMPIXTION OF THIS PROJECT FOR OTHURS. t Plotted: Wednesday,Feb:jary 16,2022-3:21pm BT. en)esto AP PR ®NJ E p P) Pile: L:\AVGA Current��s\Enclaves 16-003\Worklig Drawings\A3-5.dwg . Revised Proposed South Elevation ear __ _ _ .w PLANNING BOARD SCALE : 1 J4" O ,OUTN = V-0" c DATE 1 oL F Restaurant f Rear Elevations ... ....... 1!4" — 1' 011 ...... ........ .........._........._.. —-.........w.. . _.... ... V: . C.f:S. A30 _i ' f fS '. Y � v As AA ANDREW Ve G"JAMBERTONE ASSOCIATES 1 1 _ ARCHITECTS E t • f I 62 Elm Street , - Huntington, NY 11743 f TA. ATTIC FLOCK - — — MZV. +16'-II 1/2' Telephone: 631.367.0050 I Fax: 631.367.6636 GiambertoneArchitects.com -- - T.O. SECOND FLOOR FINISH j - , Restaurant ; f , The Enclaves it T.O. FIRST FLOOR FINISH _ _ — _ _ _ --- -- — - — — — 56655 Route 25 ELEV. +O'-O' - - i Southold, New York Existing West Elevation eft Side SCALE : 1/4" = 1'-0" 16-003 MATERIAL KEY: 10-11-2016 Issued for Permit AR5 - ASPHALT ROOD 5HlN6LE5 01-30-2017 Issued for ZBA&Planning Dept. PAT - PAINTED WODD TRIM < 01-15-2019 Revd&Issued for OPRHP PG5 - PAINTED CEDAR SIDING 03-26-2019 Issued for DEIS Report DHA - DOUDLE HUNG V OOD AINDOWS 06-17-2019 Revised& Issued for DEIS Report BNB - BOARD AND BATTEN 5ID I NG ___...._.__ ..... . _.,. DL - DELORATIVE LATTICE I 12-16-2021 Issued for Planning Board -- .......... ...................._ . _........ .... ............. .. 02-16-2022 Issued for PIanning Board-Elev.Materials - _ ......._ . .... .................... AA I .............rq ...._-....__...... .....- ---- I - --r - - - -- T.O. ATTIC, FLOOR I ' PWT AR5 I , -__-- .__-.____ - '�FZV-D AFR O T.C. SECOND FLOOR FINISH 0 ELEV. +8'-II 1/4" _ 1 � z i -- - - - -- --- ---- - -- - -- - - -- - 20804 , : • t , i ! , ' RECEIVED ' D� \C�\/ @!may/@ PGS r OCT 17 2023 El Issued for Permit ----- -- _ BNB , 2 21 A : r i thola Town , , v GA , Planning Board © 0 AV GA (:OPYRIGI R' DRAWINGSF('"GS SPIFIC:AT'IONS AND OTE FR DOCUMENTS T.O. FIRST FLOOR FINISH i ; — LU PRFP.ARFD BY ANDREW V.GIAMP-I-:RTONH AND ASSOCIA'fFS,LARCJITTHC.CS,P.C. ELEV.`/ +O'-!0" I -_ HF USE SOLELY WITHNRESP Ci�TOATHIS PROJECT.LNI FSS (AVG,S}fT?RTIJISFROJ R _--- -- _ -- ARP SERC�CES F(�K'J' OTHERWISE PROVIDED, AVGA SHALL.BE DhEMED THE AtmIOR OF THESE DOCU'.vIFAIS A.�D SHll-1,RETAIN AIL CO1vJM NLAW,STATUTORY ANDOTHF-R PROPOSIlD EXISTINC7 �� OWNER. RIGHTS THAT THT•SH DEC S PROJECTS SS FOR NOT k31i ONSD O 111S — � O��'ti::R,OR OTHERS, ON (TTT(FR PROJF.C'TS POA ADDITIONS T'0 TH15 NEW CONSTRUCTION /,1 p.°OV E�/ i PROJECT. OR FOR THE CONPLS'RON OF 'tI!1S PROJECT FOR O'I'IIF.RS r' _ . .- .... _..___.. _................. PLAN ' A1 t 1*.1 BOARD P1e�ted Feder-sdal,February 16,2022-3:2.3pm key: ernesto Revised-Proposed West Ele V atlorlJ,eft- s l�-Le Fie: L�IVCACutre¢tjohs_l`azctacesl6-(103\�torkngDrawtings\1.1...... g - TOu'1a Of sou-r"OLD SCALE : 1/4" = 1'-0" DATE 1 10(-2-0 Z - _. _.._ _ Restaurant ,eft Side Elevations .......... q / 11 — 1'-011 =T:= e.f.s. A308 I , 7 f it