Loading...
HomeMy WebLinkAboutRcvd 10/17/2023 - Revised Site Plans NotesCivil Site NotesCivil Site Sanitary 11 ' 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 IT'S REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED �/ •' '•• G; • j1aw� 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 12 * # * ��gr 1ar wpm NY 0 i3 ` o '•. o� o oCerrti� SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITIES,NOR DOES IT ��' .•v� •N G ; GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN PROPOSED SANITARY DENSITY FLOW # .°."• '• ~: �` 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS,AND WALKWAYS SHALL BE CONSTRUCTED IN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL * _.•• '�• d '�•• Ha&h �.• v •..• .• • •. 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 ... ' �--�_ 'r��-'NUE • , Shiloh �� o� •♦ � AND REGULATIONS(WHICH ARE MOST STRINGENT). TO EXISITING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES •;•• AVS Ch 7l • �� AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GPD • • G� u o �. r �% • •. _ _ 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 r1S' •• °i • $ i '16. ••.;�'•�. o _ PAVEMENTS,WALKS,ETC.)SHALL RECIEVE 6 INCHES LOAM AND SEED. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING CONDITIONS TOTAL SANITARY FLOW =7,840 GPD _ DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE LOCATION, GROSSER ■•°'. ��Fiy •• •� °~.• •• i< - 1'0 , 5. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE �••. ' • VAND HYDROGEOLOGIST, 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 SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) • • • `OQ� • . - �'zQ, o 4 RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING HAS BEEN PROVIDED. • y'yoG•, . �•• o STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE `�" •� o .�• ° - •� 630 Johnson Avenue. . Suite 7 MAY BE WARRANTED TO RESOLVE THE CONFLICT. PROPOSED RESTAURANT-GREASE TRAP SIZING O' -coA °•o o .•' o• o �- • • : Bohemia • NY • 11716-2618 6. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH THE WORK 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH PROPOSED 74 SEATS RESTAURANT •• •9O • 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. E-mail: INFO@PWGROSSER.COM CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT APPROPRIATE PERMITS. < •' �s _•� ''••• 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 �� c • °• . ..•' •. • _ - 7. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS ARE APPROXIMATE AND SHALL BE • . �' .oo o• ' ' _- •-' J �Ot�� •.• a a 3 CONSULTANTS CONTROL DEVICES. SET/RESET AS FOLLOWS: PROPOSED 100 SEATS EVENT SPACE • ,y :' 48 - -o•--- ' +� I.1 at 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL A. PAVEMENT AND CONCRETE SURFACES: FLUSH 1 KITCHEN FLOW 2.5 GPD/SEAT X 100 SEATS-250 GPD •• O9�'Y• - J _ _,_ -•o •• o = dd8 10 - BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. - - C q•• B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH .. . c 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 l °d1 \' •• Y o ; 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 o •� /� • • , .' 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 ••• ,. * 6 AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE y 4 ° •• •• SI / APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY > ° e •• % •� •• •' • / SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE REQUIRED: 1,480 GPD X 1 DAY=1,480 GPD ,-''� 04,"` ;p °"' .•••••• �•. * to 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 i o •' a o RESPONSIBLE FOR CLEANUP,REPAIRS,AND CORRECTIVE ACTION IF SUCH OCCURS. LOCATIONS TO BE COORDINATED WITH THE OWNER AND ARCHITECT. i ♦s t f PROVIDED: 1 8'DIA.x 5'LIQUID DEPTH GREASE TRAP 1,500 GAL ♦ . 3 ` 40 Beixedoil 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 '•O ,o Jti : / ADDITIONAL COST TO OWNER. RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE ALARM, GREASE TRAP(GS-2)DESIGN 9 q4 ► 1• •EAtatas , p r AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES ,'' c �� o O •• •' 12. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE COMPANY. REQUIRED: 250 GPD X 1 DAY 250 GPD / .x Sput ( " ��� •••. •• • 61 - IMPACTS TO OFF-SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT NO 4 �. �" O •. '� * ' COST TO OWNER. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: 9 ail y PROVIDED: (1)8'DIA.x 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) ��o ` St �•�, O o f 13. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 A. WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE(CLDI) LBS. STP DESIGN FLOW '�^� SM 3 �9 3 14 B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC) 14. ALL CURBS WILL BE MOUNTABLE. PROPOSED RESTAURANT DESIGN FLOW D J C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE(RCP) ,h 15. IRRIGATION PERIOD WILL BE 16 WEEKS AS PER THE TOWN PLANNING BOARD9 \ CONDITIONS. 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, 74 SEATS X 30 GPD/SEAT=2,220 GPD ; 7Z M SITE INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, • O - �4 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 FURNISHO C 0 T 23 T LY R DURING CONSTRUCTION PHASING. CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON PROPOSED 44 UNIT HOTEL �, �! 'Ma Ina L l L THE DRAWINGS. Southold 150 GPD/UNIT X 44 UNITS=6,600 GPD �s Harpers o 2 Civil Site Notes 8• 25 High SCh q Pt 3 2a 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S `Fy REQUIREMENTS. PROPOSED EVENT SPACE DESIGN FLOW v of 6 Cr SoutholdGrading and Drainage Notes 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY THE G k6� MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL 100 SEATS X 7.5 GPD/SEAT=750 GPD p 34 STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM DIAMETER SHALL BE Bay 17 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 • SI O U N • . -f- Marina SPECIFICATIONS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY HEALTH DEPARTMENT,SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION,AS Willow H iP. 6 APPLICABALE. LEACHING POOL DESIGN Ce aiyE s K s a Utility Information � ' 2. UTLITY INFORMATION SHOWN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLE •13M. • . • ., • ' RECORDS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING SERVICE OPERATING AUTHORITY REQUIRED: 9,570 GPD/5 GPD/SF=1,914 SF 20 �I ` � "• - WORK. CARE SHOULD BE TAKEN NOT TO DISTURB EXISTING UTILITIES AND SERVICE CONNECTIONS(OR 25 • �'`I '•° •• I P PORTIONS THEREOF)TO REMAIN. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ABANDONED PROVIDED: NEW LEACHING POOLS 19 a2�9 i i • •��••- •• ;:�;. .;* 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- _ ! = 1 - e °J• f COORDINATE WORK WITH THE APPROPRIATE UTILITY COMPANY. •• :• •''�• 4 WATER SUFFOLK COUNTY WATER AUTHORITY 1,914 SF/31.4 SF/LF =60.95 LF °• •• •+� Gl t- ' • ,;,.' ' • • • • ' : - FIVE(5)OF 10'DIA.BY 13'EFF.DEPTH LEACHING POOLS r DJ 3. REMOVAL OF EXISTING STRUCTURES,INCLUDING BUILDINGS,DRAINAGE SYSTEMS AND OTHER STRUCTURES, TELEPHONE VERIZON ;• , ° �; '•. ,• •,.• 1 ;°• •_ �• • r �� ' • •' IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN OF SOUTHOLD AND APPLICABLE 65 VLF PROVIDED; f '• COUNTY,STATE AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS SANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ' t �' • ' r ' '• FOR DEMOLITION AND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS. GAS NATIONAL GRID 4. ALL STRUCTURES TO BE REMOVED(FOUNDATIONS,CONCTRETE SLABS,DRAINAGE STRUCTURES,ETC.) ' S ITE LOCATION MAP RECEIVED SHALL BE REPLACED WITH CLEAN,GRANULAR MATERIAL,COMPACTED TO 95%STANDARD PROCTOR SHEET DENSITY. SCALE: NTS y 11 ' OCT 1 7 2023 10 REVISED PER NYSDOT COMMENTS 02/03/2023 5. ALL PAVEMENT TO BE REMOVED OR REPLACED SHALL BE SAWCUT. 9 REVISED PER TOWN COMMENTS 2/21/2022 6. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURESCivil SOUL 0 TOW n 8 REVISED PER TOWN COMMENTS 2/05/2022 DURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCE • Notes No. TAG TITLE Planning Board 7 REVISED PER TOWN COMMENTS 1/23/2022 WITH THE N.Y.S.MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6 REVISED PER NYSDOT COMMENTS 09/15/2022 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 s , "'? ''� - ,� 4 REVISED PER CLIENT'S REQUEST 02/18/2021 3 ADDRESSED COMMENTS DATED 1219/19 04/08/2020 3. C-100 PROPOSED SITE PLAN,TRAFFIC CONTROL PROPOSED,THE BOTTOM OF CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENT .� .- 1 �I I -' ' � :�' ' - ,g3 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 ;. + " 2 ADDRESSED DEIS COMMENTS 07/17/2019 AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED 4. C-101 PROPOSED SITE CIRCULATION PLAN '" � I PAVEMENT AROUND THE PERIMETER OF EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPED r, 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. AND DETAILS 'r AGAINST OR NEAR THE CURB,AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSED " ? ,, •_ �..a. x+ -1' "�F.• "�` ,:.� " r`: � Numlber Revision Description Revision Date DOWNSTREAM INLET. EXISTING PAVEMENT SHALL BE SAWCUT AT THE LOCATION OF THE PROPOSED CURB. 5. C-102A1 PROPOSED SITE CIRCULATION PLAN . .#�, • 1 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 ,`, f ! p' Designed By Date Submitted STANDARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTING 4,.,i. a� TC 01/20/17 PAVEMENT TO REMAIN. ALL SAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EXISTING SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND AND DETAILSa ' •, sr3, Drawn By Date Created PROTECTED AREAS. 7. C-103 PROPOSED SITE CIRCULATION PLAN y a PAVEMENT TO REMAIN. PROTECTED 4 l TC/LT 08/23/16 By Y'•t AND DETAILS .'- r• ,. .; '; Approved B Scale 3. CONTRACTOR SHLL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION 8. C-104 WORK ZONE TRAFFIC CONTROL PLAN 8. ALL EXISTING CATCH BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETION •. << �"r - � ` .•ti ., BG AS SHOWN SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION IS CAUSED BY 9. C-200 PROPOSED SITE DRAINAGE AND GRADING PLA ' OF CONSTRUCTION. Client WATER,WIND,OR DIRECT DEPOSIT. 10. C-201 PROPOSED SITE DRAINAGE AND GRADING PLA 9. THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS BEFORE EXCAVATION,CUTTING, I' THE ENCLAVES 11. C-202 BORING PLAN AND BORING LOG � - 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED 12. C-300 SEDIMENT AND EROSION CONTROL PLAN " 5J REMOVING,OR TAPPING INTO ANY EXISTING UTILITY SERVICE. THE TOWN OF SOUTHOLD SHALL BE NOTIFIED '+ '° "'� � l ' � ''` 6655 ROU'T'E 25 FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT 13. C-301 SEDIMENT AND EROSION CONTROL DETAILS a ' 48 HOURS BEFORE ANY SITE WORK IS BEGUN. EROSION. 14. C-302 NYSDOT DETAILSSOUTHOLD, NY 10. PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE WITH COORDINATION WITH THE APPROPRIATE 15. C-400 LANDSCAPE PLAN AND DETAILS '"' 4 Project:. ELECTRIC AND TELECOMMUNICATION COMPANIES. GAS AND ELECTRIC SERVICE CONNECTIONS AND/OR 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, 16. C-500 SITE LIGHTING AND DETAILS 3 SERVICE ABANDONMENTS SHALL BE COORDINATED WITH LIPA/NATIONAL GRID. WHERE FEASIBLE, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND 17. C-501 SITE LIGHTING AND DETAILS Y DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. 18. C-600 PROPOSED SITE LAYOUT AND UTILITIES PLAN PROPOSED ELECTRICAL WIRING SHALL BE UNDERGROUND. ll w 19. C-601 PROPOSED SITE LAYOUT AND UTILITIES PLAN 11. ALL CONNECTING DRAINAGE PIPING SHALL BE 12"RCP UNLESS OTHERWISE SHOWN ON THE PLAN. 20. C-602 PROPOSED SITE LAYOUT AND UTILITIES PLAN SITE PLA N 21. C-700 SITE DETAILS � 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE 22. C-701 SITE DETAILS ..• ,, 23. C-702 DETAILS DISPOSED OF IN ACCORDANCE WITH LOCAL TOWN,COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE ;., '` �` • CODES. Property Information Zoning 24. C-800 IRRIGAITON PLAN .•,�c• 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'-0",DUCTILE IRON PIPE IS REQUIRED. - =' _' 56655 ROUTE 25 14. REFER TO LIPA STANDARD SHEETS FOR PROTECTIVE BOLLARD SIZES,REQUIRED SETBACKS AND OTHER SITE: THE ENCLAVES SOUTHOLD DIMENSIONS AT TRANSFORMER AND GENERATOR PADS. 56655 ROUTE 25 - _ SUFFOLK COUNTY, NEW YORK 15. WATER MAIN TAPS,INCLUDING TAPPING PERMITS AND FEES,METER REQUIREMENTS,ETC.,SHALL BE SOUTHOLD,NY <S �' �_. _ - , e .a�, - \' � County Tax Map Number. Contract Number: COORDINATED WITH THE SUFFOLK COUNTY WATER AUTHORITY. c , _ _ 1000-63-3-15 00 -3-15 - - SCTM#: 1000-63-3-15 A < � �{' ,•{, � _ y, Regulatory Reference Number: 16. EXISTING WATER,SEWER AND OTHER CASTINGS DISTURBED DURING WORK SHALL BE ADJUSTED TO GRADE LOT AREA: 6.75 ACRES • ` - �, -ti 4 �-' qVb - � - � Title of Drawing: AS REQUIRED. -.• �'. • �"' h%'r 'z 17. ALL PROPOSED DRYWELLS SHALL BE PRECAST,WITH PRECAST OPENINGS FOR DRAINAGE PIPE AND SHALL ZONE: HB HAMLET BUSINESS CONFORM TO SUFFOLK COUNTY STANDARDS. REQUIRED PROPOSED PROPOSED W/EVENT SPACE SITE PLAN o ° ► MIN.LOT SIZE 20,000 SQ.FT. 294,202 SQ.FT. 294,202 SQ.FT ;+"�"` GENERAL NOTES • , a. 1 ' APPROVAL 1 1 1 ' � ; , MIN.LOT WIDTH 60' 190.66' 190.66' "" r '�,,,,---`•`. � �'• � I fil MIN.LOT DEPTH 100' 928.03' 928.03' MIN.FRONT YARD 15' 17.16' 17.16' .' r ' MIN.SIDE YARD 10' 32.0' 32.0' MIN.BOTH SIDE YARDS 25' 80.66' 80.66' ': • ' `ft< v!/ MIN.REAR YARD 25' 153.83' 153.83' ,�. > SCAPE MAX.LOTDCOVERAGEA 40% 58.3% 56.6% '' 1 \•. • .. y o l � 1 ° 16.3% 18.6% � N MAXIMUM HEIGHT 35' 32.93' 32.93 - `i ^* a ;1 �O _. Drawing Number: o MAX.NUMBER OF STORIES 2 STORIES 2 STORIES 2 STORIES �` �'" y `' `��F NEYV�. U MIN.BUFFER AREA ALL YARDS 15' • C =00w � 1Survey Notes o 200' RADIUS USE MAP r 4, PVVGC Sheet of o Survey Notes SCALE: NTS �`r� 092523 1 24 �O!'ES9 PWGC Project Number: 1. SURVEY PREPARED BY JOHN MINTO SURVEYOR,93 SMITHTOWN BOULEVARD,SMITHTOWN,NY m Unauthorized alteration or addition z DATED:MARCH 28,2006 LAST UPDATED:JULY6,2015NYSDOT CASE NUMBER 97500 tothis drawing and ofSecrelated documents AVG 1601 is aviolation of Section 72119 LL o of the New York State Education Law o d a LAND NOW OR FORMERLY OF LL_ = r .11 TOWN HARBOR ANTHONY FORGIONE n `? LANE S.C.T.M. NO. 1000-63-03-17.3 w C (IMPROVED,CONNECTED TO PUBLIC WATER) = g g LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF UIL.o C-) p VALERIE M.SCOPAZ VINCENT DOLOMITE&ILEANA DOLOMITE W 1-- �oz S.C.T.M. NO. 1000-63-03-16 S.C.T.M. NO. 1000-63-03-17.4 3: = N (IMPROVED,CONNECTED TO PUBLIC WATER) IMPROVED,CONNECTED TO PUBLIC WATER ^' ( ) OZ } t- Z O c Q S � J {- Q 14.0 26• '' 3 ® Strategic Environmental and Engineering .-Y-, _� : _;�.;• �, p'. 9 Solutions ,: `1 d,�t«.!^_� ,�,, V,l1(�.. ','d e`7lr� a�' �Mi i• fit i:r�.n-..:n r,' "�•�Y:��",�' r *�,s -`�.a.� ; :rll'„N ;,d-_u,.� $`; .4, •�'tf..r„iµ f',.,w'-,i {• � yt" (,�.•. �: �. 'G� ,:. .�:,r h n.;>� 22.0 I JZ:'Lr,.r»-•d. .. '.fw..- m!'r'�"�..- ,,aa <f iGc:,i�\�' •9 i,;' pp f't 1 P i 1 A i4 <® .r S� nil rn CN Kd - - K n. 3 Q ,A O Fel I ng s .l - - 630 Johnson Avenue. . Suite 7 5 z O Bohemia . NY . 11716-2618 3s.s ¢ Phone: (631) 589-6353 • Fax: (631) 589-8705 .itl\`' �d%iii\' If., '° tl'•- ''9' a +'i�1i� K 5 I ~�/r'iP"`r O 6.99 f. z E-mail: INFO@PWGROSSER.COM 0/ X9'9 :«�'� 07. ;! 5 0 '1' " °' 12® 6347 ® xrT ,3.5 CONSULTANTS O o I a � w 0 07 .A 10.4 35.0 K �nr aE": • O I •K I o4 K ° o Z Z o I o g J ¢ ••K 0 a° 07 07 0 0 In LM !n fn W Q 38. a IT ...... > W • ,„ I I� ..... u U 07 O oa _ 07 07 +;z18• ✓;/��_e O - - - 36. z u - b^"�+�•+ ° �- z f,,,.w,�,,, -fie +;tl^,, O f ® � � -� �e ea as a� as as � • °, 07 °, .B a7 -000 „ �a ea ae as ae O U = K A LAND NOW OR FORMERLY OF Q ❑❑ ° EUGEN TOMASIC&MIRELLA TOMASIC \� S.C.T.M. NO. 1000-63-03-14 O JJ re 07 °' I o ° (IMPROVED,CONNECTED TO PUBLIC WATER) 2 r, - - - w 31.2 z I 07 4 4 �� 5 88 80 BB 8� 36. 5 ° � °° 07 ® ° LOCUST LANE - - G AVED ALKWAY I ® - -- --- z z z z z ® 0 1 07 V � •7 o P• P" G� G� O I 38. ° iv 4 I a LAND NOW OR FORMERLY OF ® JANET L.RYAN c - S.C.T.M. NO. 1000-63-03-13 � I I = (IMPROVED,CONNECTED TO PUBLIC WATER) 3 .1 2 GRASSP q O'2L 071-Villi,5111 IF os cAu. '; �. o a r.� °7 3 0 11 RECEIVED 10 s LAND NOW OR FORMERLY OF 8 REVISED PER NYSDOT COMMENTS 02/03/2023 CHARLES W.WITZKE PROPOSED IRRIGATION PLAN 0 C T 1 - 2023 7 REVISED PER TOWN COMMENTS 12/21/2022 04 S.C.T.M. NO. 1000-63-03-28.1 SCALE: 111 401 6 REVISED PER TOWN COMMENTS 11/23/2022 (IMPROVED,CONNECTED TO PUBLIC WATER) SOUL 0 TOW° 5 REVISED PER NYSDOT COMMENTS 09/15/2022 4 REVISED PER TOWN COMMENTS 02/15/2022 0 40 80 Planning Board 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 LAND NOW OR FORMERLY OF 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 SCALE: 1" = 40' PILLES REALTY HOLDING LLC Number Revision Description Revision Date S.C.T.M. NO. 1000-63-03-12 �_ Designed By Date Submitted LIGHTING LEGEND LIGHTING GENERAL NOTES: TC 01/20/17 Drawn By Date Created CRITICAL ANALYSIS IRRIGATION NOTES TQLT 08/23/16 IRRIGATION SCHEDULE ApprowedBy Scale 1. THIS PLAN IS INTENDED FOR LANDSCAPE LIGHTING PURPOSES ONLY. ALL LIGHTING FIXTURES AND Generated: 2°22-11-1816'20 ALL WORK IS TO BE IN COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES AND BG AS SHOWN SYMBOL DESCRIPTION QTY TRANSFORMERS SYMBOL MANUFACTURERMIODEL QTY ORDINANCES. Client' P.O.C.NUMBER:Ot SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN dam®a Hunter PROS-045'eblp spray ,qg Water Source Information: 2, ALL UNDERGROUND ELECTRICAL CONNECTIONS ARE TO BE MADE 3nnTIi3MWIRE CONNECTORS, THE ENCLAVES E6 0 RCS CS as ABY. 0000 Hunter 163 FLOW AVAILABLE 56655 ROUTE 25 COMPLIANCE WITH THE NATIONAL ELECTRIC CODE (CURRENT EDITION) AND ALL LOCAL BUILDING SAFETY CODES ° T " F Custom Max Flow: 40 GPM 3. ALL REMOTE CONTROL VALVES ARE TO BE INSTALLED IN VALVE BOXES OF APPROPRIATE SIZE. ENHANCED AREA LIGHTS/PATH LIGHTS AND ORDINANCES. 0009 Hunter PROS-04 10'radius 81 Flow Available 40 GPM q ALL CONTROL WIRING DOWNSTREAM OF THE CONTROLLER IS TO BE 2-WIRE.UL APPROVED FOR SOUTHOLD NY o T " PRESSURE AVAILABLE DIRECT BURY. _ 2. FIXTURES ARE SHOWN IN APPROXIMATE LOCATION. THE CONTRACTOR SHALL FIELD VERIFY THE ACTUAL 000p . Press reAvare at ble: 70 PSI Project UNIQUE, PROTON 18 - PR 18-L227-BK 140 ° T " �Qo Hunter PROS-0a 12'radius 99 Pressure Available: 70 PSI 5. ALLROTORSAND SPRAY POP-UPS SHALL BE INSTALLED ON SWING PIPE. PLACEMENT OF EACH FIXTURE UPON COMPLETION OF LANDSCAPE INSTALLATION. To F DESIGNANALYSIS 6. ALL QCV SHALL BE INSTALLED ON 3-E BOW PVC SWING JOINTS. o BRASS, 5" HAT, FROSTED LENS, 000 Hunter PROS-0415'radius 76 3. ALL PATHLIGHTS TO BE INSTALLED AT A MINIMUM OF 18" FROM ANY SIDEWALK EDGE OR STRUCTURE. ° ' " Maximum Station Flow: 38.76 GPM Flow Available at POC: 40 GPM 7, SYSTEM DESIGN BASED UPON 40 GPM @ 70 PSI. STABILIZER STAKE, 15' WIRE LEAD, 000 Hunter MP Strip PROS-04-PRS40CV 28 Residual Flow Available: 0.24 GPM 4. ALL HUBS SHALL BE LABELED AND INSTALLED PRIMARILY IN PLANTER AREAS 2"ABOVE FINISHED GRADE; OR IN �sT asTasT B. ANY CHANGES IN DBEMLABILITYOFSUPPLYSHOULDBENOTEDANDMODIFICATIONSTOTHE IRRIGATION PLAN FLEX SERIES 2 WATT LED 000 Hunter MP1000 PROS-04-PRS40-CV 30 Loss for Filingssure Req. : Critical Statlon' 048.4.31 PSI DESIGN SHOULD BE MADE. A READILY ACCESSIBLE AREA THAT DOES NOT OBSTRUCT PATHWAYS, DRAINAGE SWALES OR COMMON AREAS. Loss for Main Line: 3.12 PSI 9. CONTRACTOR TO VERIFY WATER PRESSURE AND AVAILABIUTY PRIOR TO INSTALLATION. 5. ALL "HOME RUN" WIRE SHALL BE LABELED AND INSTALLED ATA MINIMUM DEPTH OF 6" OR PER LOCAL 000 Hunter MP2000 PROS-04-PRS40-CV 67 Loss for POC to Valve Elevation: 0PSI Loss for BacMw: 13.4 PSI 10. THE LOCATION OF ALL IRRIGATION IS DIAGRAMMATIC AND SUBJECT TO FIELD VERIFICATION. ELECTRICAL CODES. ALL FIXTURE LEAD WIRES SHALL BE INSTALLED ATA MINIMUM DEPTH OF 6" OR PER LOCAL SYMBOL MANUFACTURER/MODEL OTY Critical Station Pressure at POC: 65.2 PSI Pressure Available: 70 PSI 11. ANY IRRIGATION PIPING SHOWN OUTSIDE OF CURBS FOR CLARITY ONLY. TRANSFORMERS HUB /'' (' O Hunter PGP-ADS 04 24 Residual Pressure Available: 4.77 PSI ELECTRICAL CODES. 12. 120V.TO CONTROLLER AND COPPER STUB,BY OTHER THAN IRRIGATION CONTRACTOR. Project Address: 6. IN ORDER TO MINIMIZE FUTURE DISTURBANCE, ALL WIRE RUNS SHALL BE INSTALLED PARALLEL AND ADJACENT TO 01 Hunter PGP,ADJ 07 48 13. A BOOSTER PUMP IS REOUIRED IF SYSTEM DOES NOT MEET THE DESIGN PRESSURE. 56655 ROUTE 25 UNIQUE, INTELLI-MATIC 7 HARD SURFACES SUCH AS SIDEWALKS, DRIVEWAYS AND WALLS. p Hunter PGP-ADJ-LA 04 15 14. THE CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MATERIAL TAKEOFF. SOUTHOLD TRANSFORMER 15OSSSL-LED 7. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SLEEVES UNDER THE HARDSCAPE O 15. IRRIGATION PERIOD WILL BE le WEEKS ASPER THE TOWN PLANNING BOARD CONDITIONS. SUFFOLK COUNTY, NEW YORK os Hunter PGP- LA 05 32 T# SINGLE CORE, MULTI TAP ( 12-15V), SURFACES, USING A MINIMUM 1-INCH DEDICATED PVC PIPE. p Hunter PGP-ADJ-LA 06 10 County Tax Map Number: Contract Number. 12 VOLT TRANSFORMER, 8. CONTRACTOR SHALL NOT CUT THE WIRE LEADS FROM THE FIXTURES. COIL AND BURY EXCESS WIRE AT THE VALVE SCHEDULE WATERING SCHEDULE 1000-63-3-15 STAINLESS STEEL HOUSING FIXTURE AND LEAVE A MINIMUM OF 2' COILED IN EACH HUB. SYMBOL MANUFACTURER/MODEL QTY Regulatory Reference Number: 19 Hunter PCZA 01401"w/EZA Decoder 5 NUMBER MODEL SIZE TYPE GPM PSI PSI @POC PRECIP IN.WEEK MIN.IWEEK GAL.IWEEK GAL./DAY WITH LIGHT LOGIC CLOCK (LPCU-A) 9. ALL UNDERGROUND SPLICES SHALL BE INSTALLED IN APPROVED IN-GROUND HUBS WITH WATER-TIGHT Area toReceNeDripline 1 Hunter PGV-151 Globe 1-1/2 w/EZ-1 Decoder 1-1/2" Turf Spray 38.71 36.8 55.3 1.45Infi 1 42 1,626 1,626 Title of Drawing: Netatlm TLDL-06-18(18) 4.11111. 2 Hu Mer PGV-151 Globe 1-i/2"w/EZ-1 Decoder 1-1/2" Turf Spray 31.2 34.8 51.6 1.57in/h 1 39 1,217 1,217 CONNECTIONS. ® 3 HunterPGV-151 Globe 1412'w/EZ-1 Decoder 1-1/2' Turf Rotor 36.7 47.6 64.7 0.581Nh 1 105 3,854 3,854 Netallm TLDL-06-18 Serpentine Ddpline 132.0 I.f. 4 Hunter PGV-151 Globe 1-12"wl EZ-1 Decoder 1-1/2" Turf Rotor 29 45.7 61.5 0.231n/h 1 262 7,598 7,598 UNIQUE SMRT LOGIC GATEWAY 1 10. ALL EXTERIOR 120-VOLT ELECTRICAL OUTLETS SHALL BE GFI PROTECTED AS PER NATIONAL ELECTRICAL CODE. 6 HunterPGV-101 0 W1 EZ-1 Decoder Turf for Dr 8.47 42.4 56.0 038 Inn, 1 157 986 1,330 986 SM RT-T 8 Hunter PCZ-101-4°1"w/EZ-1 Decoder �• Area for DdpBne 8389 37.5 51.1 0.43 into 1 141 986 866 $ (SMRT-T) 1 1. ALL TRANSFORMERS PLUGGED INTO AN OUTDOOR RECEPTACLE SHALL HAVE AN "IN USE" COVER. SYMBOL MANUFACTURERMIODEL Q-ry 7 Hunter PGV-1 51 Globe I-12"w/EZADecoder 1-1/2" TurfRotor 39.76 47.2 642 00.6 In/h34[nth I 100 3,976 3,976 HunterPGV-101G 1"w/EZ-1 Decoder 8 HunterPGV-151 Globe 1-12'w/EZ-1 Decoder 1-1/2" Turf Rotor 37.28 47.2 63.9 1.541n/h 1 40 818 84,138 18 CONTRACTOR SHALL INSTALL WEATHERPROOF COVERS AT ALL OUTLETS. 14 1 HunterPGV-15161be1-1/1 Decoder TurfSpray 28.88 34•4 88.9 ,.Sq;Jh , 4° 8,8 8,8 HunterPGV-151 Globe 1-12"w/EZ-1 Decoder ,g 10 HunterPGV-151 Globe 1-12"w/EZ-1 Decoder 1-12" Turf Spray 27,01 33.6 49 1.48 inth 1 41 1,107 1,107 12. ALL PLUG-IN TRANSFORMERS SHALL HAVE A "DRIP LOOP" IN THE POWER CORD. 11 HunterPGV-151G1obe1-12"w/EZ-1 Decoder 1-12' Turf Rotary 38,23 qq3 0.55In/h 1 102 3,489 3,489 IRRIGATION z Hunter HQ•44RC 1" 2 12 Humer PGV-151 Globe 1-12"w/EZ-1 Decoder 1-12• Turf Rotor 38.53 46.8 64.2 0.55Inm 1 109 4,200 4,200 H UNIQUE, INTELLI-HUB 14 13 HunterPGV-151 Globe 12"w/EZ-1 Decoder 1-12" Turt Spray 31.4 37.4 53,4 1.651Nh 1 37 1,162 1,162 13, ALL EXPOSED CONDUITS SHALL BE PAINTED TO MATCH SURROUNDINGS. 14 HunterPGV-101G 1'w/EZ-1 Decoder Turf Rotor 18.7 43.7 58.1 0.451n/h 1 134 2,506 2,506 Ill Isolation Gate VeNe-Mainline Sized 3 15 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-12" Turf Spray 34,12 34.2 50.7 1.48 in/h 1 41 1,399 1,399 cin 14. ALL EXPOSED WIRES SHALL BE UV RATED, PROTECTED AND PAINTED. BF turn 975XL 1-12" , 16 HunterPGV-101401"w/Z-1 Decoder Turf Spray 24.54 37.9 52.4 1.4 infi , 43 1.955 ,.955 848 L�� UNIQUE, SATELLITE HUB 35 17 HunterPCZ-101401"w/E2_,Decoder Area for Ddpline 7.45 38.1 51.7 0.541Nh 1 111 827 827 c 15. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE FIXTURES AT NIGHT IN ORDER TO © Hunter l2C 800 PL w1 EZ-0M ,g HunterPGV-10141I'w/E 1DDecod Turf for 10.72 35.6 56.9 0.43 Inh 1 14 1,4 1,4 1 19 HunterPCZ-101-401•w/EZ-1 Decoder ,• Area for Ddpline 10.44 42.1 56.0 0.431n/h 1 141 1,472 1,472 W HELP ®S HunterwR-CUK , 20 Hunter PGV-101G 1"w/EZ-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 1-1/2"w/EZ-1 Decoder 1-12" Turf Spray 31.22 34.1 50.3 1.37 infi 1 44 1,374 1,374 REDUCE GLARE AND TO ARCHIVE OPTIMUM LIGHTING EFFECT INTENDED BY THE LIGHTING DESIGN. Point of C°°n��eon,_,a 22 Hunter PGV-101G 1"w/EZ-1 Decoder Turf Spray 15.2 32.7 46.7 1.34 infi 1 45 639 639 TRANSFORMER NO. 23 HunterPGV-101G 1'w/E2-1 Decoder ,. Turf Spray 15.32 32.8 48.9 1.37 infi T 44 874 874 0 24 Hunter PGV-151 Globe 1-1/2"w/EZ-1 Decoder 1-12" Turf Rotary 38.53 48.4 65.2 0.52In/h 1 115 4,431 4,431 Drawing Number. Irrigation Lateral Una:Polyethylene Pipe 100 PSI 1' 11,5591.1. N # HUB NC. 16. THE GLARE CONTROL KIT SHALL CONSIST OF A ROTATIONAL SHROUD, FROSTED, LINEAR AND SPREAD LENS AND 26 Hunter Globe -1 Decode Decoder 1-12" Turf Spray 3,•28 34.8 50.1 7.SSiNh 39 1,218 1,218 SOF NEW o 26 Hunter PGV-101G 1'w/EZ-1 Decoder ,• Turf Spray 23,4 35.7 50.3 1.58 in/h 1 38 889 889 tai irrigatlon Lateral Line:Polyethylene Pipe 100 PSI 1 12• 1,4341.(. 27 Hunter PGV-101G 1"w/EZ-1 Decoder ,• Turf 19.°1 34.7 48.9 1.07INh 1 57 1,084 1,084 in A HEX LOUVER TO MINIMIZE GLARE UP TO A 45 DEGREE ANGLE. 28 HunterPGV-151 Globel-12•w/EZA Decoder 1-12" Turf Spray 33.71 34.0 49.1 1.6117 1 38 1,281 1,281 (_� PNDREw �� 17. A FROSTED LENS SHALL BE USED IN ANY DOWN LIGHT THAT IS PLACED UNDER 12' IN HEIGHT. 29 HunterPCZ-101GI w//EZ-1Decoder Area for Ddprine 287 35.0 48.5 1.43h1t 1 39 388 388 �J tn3 g HOME RUN WIRE Irrigation Lateral Line:Polyethylene Pupa 100 PSI Y 91.41.1. 30 Hunter PGV-101G 1"w/EZ-1 Decoder Turf Spray 10.4 35.8 49.4 1.58 infi 1 39 406 408 Q� rO CO FOR ANY QUESTIONS, PLEASE CONTACT UNIQUE LIGHTING 31 HunterPGV-151Gl"wlobe 1-12"Decode Decoder /-,2" Turf Rotary 13.47 45.4 59.7 0.88 in/h 1 7, 929 2.466 - Irrigation Mainline:PVC Class 200 SDR 21 2" 3,0841.(. 32 Hunter PGV-tO1G 1"w/EZ-1 Decoder 1' Turf Rotor 13.47 43.2 58.7 0.88 infi 1 gg g2g g2g FROM TRANSFORMER TO INTELLI-HUB. SEE TRANSFORMER LOAD 33 Hunter PCZ-101-40 I"w/EZ-1 Decoder Area for Ddpline g,gg 35.0 48.4 0.43 in/h 1 141 138 138 r SYSTEMS, TOLL FREE @ 1-800-955-4831 34 HunterPGV-151 Globe 1-12"w/EZ-1 Decoder 1-,2" Turf Spray 33.82 34.7 48.7 1.05Infi 1 58 1,962 1,962 CALCS FOR SIZE AND QUANTITY. _______= Pipe Sleeve:PWA schedule 492 35 HunterPGV-101G 1'w/EZ-1 Decoder Turf& a - j 89.3 Lf. 1' Spray 21.85 35.9 49.5 0.871nfi 1 7p 1,537 1,537 36 Hunter PGV-151 Globe 1-12•w/EZ-1 Decoder 1-12" Turf Spray 38.58 38.8 53.2 1.44 inlh 1 42 1,620 1,620 A + = Sheet Of 37 HunterPGV-151 Globe 1-12-w/EZ-1 Decoder 1-12- Turf Spray 31.54 34.0 48.5 1.29 infi 1,482 1,482 ! \ 0 r� ¢N Pipe Sleeve:PVC Schedule 404' 188.511, 1 47 vFO 0925 3 � 'Z4 24, 38 Huller PGV-10,G 1-wl EZ-1 Decoder ,• Turf Spray 13.95 32.2 45.9 1.371nfi 1 44 614 814 HOME RUN WIRE 3,95a 89,299 68298 A �� Q FROM INTELLI-HUB TO S-HUB. SEE TRANSFORMER LOAD CALCS FOR FESSIO PWGCProject Number. /040 til w Unauthorized alteration or addition AVG 1601 SIZE AND QUANTITY. �E to this drawing and related documents J is a violation of Section 7209 o of the New York State Education Law o a a „ ... .��. 777 Existing Proposed Notes Existing Proposed Notes Existing Proposed Notes Existing Proposed TNoites Political and Properly Boundaries Topographic Features Utility Features e 11111P, Mr - - - - PROPERTY LINE;RIGHT-OF-WAY LINE 14 14 MINOR CONTOURS -- -................. RD ........-........------- 6”RD ROOF DRAINAGE BC BC BOTTOM OF CURB 15"D 15"D -- INTERIOR PROPERTY LINE ............. .......... 20 .. .............. 20 MAJOR CONTOURS _ , - ._,ate DRAINAGE BW BW BOTTOM OF WALL ———————— ———————— BUILDING SETBACK LINE —— R It 6--G E INE — RIDGELINE -~......_ •.----••• UD •--•----- - UD UNDERDRAINAGE CATV CATV CABLE TELEVISION Strategic Environmental and Engineering Solutions ---- EASEMENTTOP OF SLOPE FD FD FRENCH DRAINAGE T0P OF SLOPE CB CB CATCH BASIN - . • WETLAND FLAGGING BOTTOM OF SLOPE BOTTOM OF SLOPE 6"S ------------- -- 6"S SANITARY SEWERAGE CO CO CLEANOUT LIMITS OF CONSTRUCTIONIDISTURBANCE FI,1 FM FORCE MAIN ' ® • • • `' EL.123.45 + EL,123.45 EL.123.45 + EL.123.45 SPOT ELEVATION D D DRAINAGE — -- --— MATCHLINE �._.-..........._..�` ..._.._............_..._..........._._.W..._................----------- 12"W WATER MAIN TC 123,45 TC 123.45DMH DMH DRAINAGE MANHOLE 630 Johnson Avenue. . Suite 7 •BC 122.95 BC 122.95 TOP and BOTTOM of CURB ELEVATION 2"DVtr 2"DW DOMESTICWATERSERVICE Curb and Pavement DW DW DRYWELLBohemia . NY . 11716-2618 _..................................6"FP ............................. 6"FP FIRE PROTECTION SERVICE Phone: (631) 589-6353 . Fax: (631) 589-8705 TW 123.45 TW 123.45 TOP and BOTTOM of WALL ELEVATION EBX EBX ELECTRIC BOX E-mail: INFO@PWGROSS ER.COM CONCRETE CURB TO BE REMOVED BW 113,45 BW 113.45 G G NATURAL GAS OE OVERHEAD WREMH EMH ELECTRIC MANHOLE CONCRETE CURB ............................... OFIE--................................... CONSULTANTS PAVEMENT TO BE REMOVED Drainage Elements E E ELECTRIC POWERLINE EX EX EXISTING EDGE OF PAVEMENT EXDW A-1 DW A-1 ----------•-- T --------•---.------ T TELECOMMUNICATION FA FA FIRE ALARM RIM 135,43 RIM 135.43 DRAINAGE STRUCTURE LABEL —— —————— SAWCUT LINE INV 130,43(N) INV 130.43(N) FOC FOC FIBER OPTIC CABLE FD FD FRENCH DRAIN ......._........._......_.......CATV._.-------._._......_._ CATV CABLE TELEVISION FM FM FORCE MAIN NEW PAVEMENT CII�� I I iTC'l j� TRENCH DRAIN FA FA FIRE ALARM FOC FOC FIBER OPITIC CABLE HEAVY DUTY PAVEMENT DRAINAGE MANHOLE with GRATE INLET ............................... TRF TRF TRAFFIC WIRING FP FP FIRE PROTECTION SERVICE �- H YC FIRE HYDRANT G G GAS Building and Elements ( � �1 CMH ® O DRAINAGE MANHOLE with SOLID COVER Lvb WV M WATERVALVE GV GV GAS VALVE GV HYD HYD HYDRANT BUILDING TO BE REMOVED (`-17 !❑) ® Q ® CATCH BASIN with CURB INLET O GV D4 GAS VALVE ICV ICV IRRIGATION CONTROL VALVE CE3 cYli EMH (DQ ELECTRIC MANHOLE INV INV INVERT BUILDING / — 1 DRYWELL with GRATE INLET �' -O- UTILITY POLE LA LA LANDSCAPE r- - - - - - - -I ` _/ -.� LP LP CONCRETE TO BE REMOVED o LP LIGHT POLE LIGHT POLE ORD ORD ROOF DRAIN MON MON MONUMENT CONCRETE and CONCRETE WALK ® ® DRYWELL with SOLID COVER (= 0 P O POST OHW OHW OVERHEAD WIRE _ ~'- RD RD ROOF DRAIN SIGN Q ENT .4101HD BUILDING ENTRANCE and OVERHEAD DOOR /.... � r -� RIM RIM RIM ELEVATION 1 �1 Cry IPF @ IPF IRON PIPE S S SANITARYISEWER DRYWELL with BURIED CONCRETE COVER ;ivy MON MON 00 ® O BOLLARD PROTECTION CONCRETE MONUMENT Sh9H SMH SANITARY SEWER MANHOLE }CIRF CIRF SPK SPK O Q SPRINKLER HEAD �\ 1 ® DRYWELL with CURB INLET CAPPED IRON ROD Fence and Property Features ` ,,,�•IRF IRF T �'-' OO IRON ROD T TELEPHONE X CHAIN LINK FENCE TC TC TOP OF CURB (ci C€R5 @CTRs CAPPED IRON ROD SET 0......................._p..........................0..............._....._... STOCKADE FENCE TMH TMH TELEPHONE MANHOLE t> a u FENCE(OTHER) 11! 20 SOIL BORING TRANS TRANS TRANSFORMER RETAINING WALL Sanitary Sewer Facilities 0 TNIH 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 RIM 135.43 RIM 135.43 [] TP [-] TP TELEPHONE PEDESTAL EDGE of WATER LINE I HIGH WATER INV 130.43(N) INV 130.43(N) TW TW TOP OF WALL i00t C CO ❑ TRANS 1:1 TRANS TRANSFORMER UD UD UNDER DRAINAGE ��C 0 R]Go OUT (� TSP O TSP TRAFFIC SIGNAL POLE W W WATER ❑ WV WV TSB ❑TSB TRAFFIC SIGNAL BOX WATER VALVE 11 �� ® O SANITARY SEWER MANHOLE VIF 10 F EBX ❑EBX ELECTRIC BOX VERIFY IN FIELD 9 N 8 REVISED PER NYSDOT COMMENTS 02/03/2023 7 REVISED PER TOWN COMMENTS 12/21/2022 i OI%v O ICV IRRIGATION CONTROL VALVE 6 REVISED PER TOWN COMMENTS 11/23/2022 5 REVISED PER NYSDOT COMMENTS 09/15/2022 LEACHING POOL wCOVER TOGRADE 0S PK p SPK SPRINKER HEAD 4 REVISED PER TOWN COMMENTS 02/15/2022 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Y SEPTIC TANK with COVERS TO GRADE Number Revision Description Revision Date Designed By Date Submitted TC 01/20/17 Drawn By Date Created TC/LT 08/23/16 GREASE TRAP with COVERS TO GRADE Approved By Scale ClientBG AS SHOWN THE ENCLAVES RECEIVED LEACHING POOL wimBURIED CONC.COVER REC IVED 56655 ROUTE 25SOUTHOLD, NY OCT 17 2023 Project SEPTIC TANK with BURIED CONC.COVER Planning Board SITE PLAN Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number. Contract Number. 1000-63-3-15 Regulatory Reference Number. Title of Drawing: SITE PLAN 3 LEGEND z a w` Drawing Number. ��-Of NEW Y PNDREW C��� o= �C) 71 43 0 20 >� Sheet of 3 FO 0925 3 2 24 ESSIOa PWGC Project Number: �z Unauthorized alteration or acumen AVG 1601 to this drawing andd related documents J NYSDOT CASE NUMBER 97500 of the nsSection a2o9Law �s a a 'i V !'. _ PESIDENCE J I}.510E€,aE LAND N01 OR FORMERLY OF ; 0 x TOWN HARBOR I ANTHONY FOROIONE 'l, ;, U - - LANE S.C.T.M. 19O. 10a 3-Ci3 17.3 » ��J_..._ .__..._.__.. I ? c -- - L4.1 .� V, l_:=-..�- _- U 1 (1) � i (IMPROVED,CONINF'CTED TO PUBLIC WATER) , a � 6 8, LANID NOS';!OR FG;.MERLY OF I€_....___.. ._...._�� I LAND NCI+��,1 OR,FORMERLY OF ta. 7 VALERIE M.SCOP AZ r C3 U C3 it NYSDOT ROW MARKER PO^L l VINCENT DOLOMITE&ILEANA DOLOMITE o d c"i3 0 S.C.TA C NO. 100{3-63 03-16 I. ``• ! R ISO. 1000-63-03-17.4WATER) PIT "A \ j S.C,T, . � U) g, (IMPROVED.CONNECTED TO PUELIC PROPO$EDPERVIOUS I PROPOSED6.5' (IMPROVED,CONNECTED TO PUBLIC WATER) [ I RESTAURANTPARKING HIGH STOCKADE _ REMOVE 2: y- lr- u as WOOD POSTS (GRASS) FENCE `�'TURNING RADIUS I - -`^ EXISTING a o: WITH NETTING RESTAURANT AND i FENCE PROPOSED6.5'HIGH LINE OF EXISTING EXISnNGiSTORY FRAME Strategic Environmental and Engineering Solutions SHED TO BE RENOVATED AN j I, 4 C;,. $ < � i"` '- a STOCKADE FENCE DRIVEWAY TO BE SIGN(S ES(HOTEL) g g g PROPOSED 6.5'HIGH I PROPOSED 6.5' w � a r; r ' REMOVED INCORPORATED INTO MAIN D EO(SEE SIGN SIGN(SEE 1 WOODEN STOCKADE FENCE REMOVE HIGH STOCKADE m c RELOCATE EXISTING 1 ARCHITECTURAL REMOVE PROPOSED FIRE WI ACOUSTIC BARRIER o EXISTINGPROPOSED _ :,- "�U'\ I STRUCTURE SCHEDULE PLA DRIVEWAY ENTRANCE ` EXISTING HYDRANT Cn¢ ' FENCE x ¢c,: ❑ �j-i 28 THIS SHEET) '0 CS FENCE in e¢¢ 29 a I CART PATH 28 28�- FENCE _-9 r' rP \ $07°44'40'E GARAGE TOREMAIN310.00' mm _._ _ _..- __ __..... NYSDOT TYPE 3 ;' .,,� ®, , - ® - ® ® - ■n y 32 PROPOSEDP 4 0 I 622.78 ? ` �_ �- _ - h SIGN 13 1 29 o i ¢ c---' S0'TURNINGRADIUS MARKNGS 1 30$07°38'10"E `�Cnn Cn m a> I �' ) u \ ^- - o- ��� �9t'i'-O w� w� w� � --w�- w0 w� O ITEM 609.0401 EXISTING WELL o i . • __..` ` . --Wd __....._ __ E Bohemia . NY. 11716-2618 st <':r<.a fon<a n $ �Yy �� NEW PROP o stockade farlce j �s w3_.. ..._,,,__.. - ._ •-r' �•. �o , $ \ ., DRIVEWAY /� I,4__. REPURPOS DAS€' - , spa-frs^cc' u- _...... - ria o v i I Johnson venue Suite _,...G_,_.T_ ___.... W, Ph 705 _ _._.__ ...._._ a y \ a D IRRIGATION WELL �+ : (6 1) 5 - : (6 1) 5 :._,- <,-_r. - _...__ _. .::`.: ':::`.: a ��,R2o' one 3 89 6353 . Fax 3 89-8 �o W b mU �y � EXIST-G. a I- E-mail: INFO PWGROSSER.COM r 4 ::•: 60'-0" 60'-0" N - O G ) O Y y .t 120 � .'a' EXISTING TO BE ••- _ b � O O �, u -`> ° - ? _ SUPERPAVE'WARM MIX ASPHALT O ✓�.�► - ::::•::•:� REMOVED (SEE DETAIL ON DWG.No.702)�T °'-a° � R28' � i - :, :::':::%:::�✓" 23.3" GT02STORY � 2 ¢ cb CONSULTANTS ? O R28'/ j L ; 18'-0" 2 1 L., ,.....,. / i i}� O STRUCTURE TO REMAIN PROPOSED EVENT RM. I %.`:: ° wd 4- - Wd -- d_ - );S PROPOSED RESTAURANT p SIGNCONCRETESIDEWALK -... PROPOSED HOTEL >' ::::::::sw ARB GE d- _ W/BASEMENT Cb ' C (NO BASEMEN) - s , NYSDOT ITEM 680.0101 ¢ �( z 10'-0" TWO(2)STORIES W/BASEMENT I AREA z 4 SEATS 4 4,472 SF ����• \ + R4'6" { \ 10'MIN. 26,272 SF �; `:aa I------ ---I F:27.5 17r PROPOSED PAVEMENT U t R4 - D_ -F ;.; i ' \ ROPTMAD MARKINGS ' w (0 \�" L.32.0' � �� s s s Yi . N 0. R5._5.. I I ::W�_ _ �ETBACKRD ' :•:•:•::•::•::. POSED TO- W TOPSOIL-ROADSIDE 8'MIN. � R3 0 -�;-:'�a 23'-0" � -� � EXISTINGSTRUCTURE `? o 26� c ) R7-8&R7-8b(SEE SIGN TYP. �` §� 491 SF ° R2'H =: 9'-0" z tS Z Z NYSDOT ITEM 610.1402 K I c o -� c SCHEDULE F : /, late _ gfiUn7G n T� O o ro _ FF.ay G u ° G c w-w-w THIS SHEET) - ;: ° 18'-0" �� �. O `� WALKWAY o J J A� NYSDOT ITEM 610.1601 • Yd TURF ESTABLISHMENT•ROADSIDE o / 1 R24'-5" 4 4 a I'� PROPOSED PERVIOUS � SIG b- .n I f ° ❑ TRUCK EXISTING TO BE RESTAURANT PARKING "a Z NYSDOT TYPE 75' a Rz R7-1(SEE SIGN ' ' 1 ST.P ST•P b Qi R32'-8" \ LAWN SCULPTURE ��auaoa u(i - .......acn�aaao AYanocancooc, 0 G slate_.,1 O m 50 25 t f.E.� �a u o❑ = 3DRNEWAY SCHEDULE aana° 'S�PAVE4WRL'KW ADIN c REMOVED (GRASS) � 5 _ ENTRANCE ............... • GARDEN THIS SHEET) U K R5'-7" \ nunua R18' REQ'D a 1 oc SET GK:»:, R3' \ \ ❑ u„ R18 :» »>::: :? >:<: FRONT YD. (A DR A MO PROPOSED 6.5- GH \ 27 nn� R23'S' + 9,-0" t1 4 ''W S}i0 50'TURNINGRADIUS 1 EAR m -G. CRE E: SETBACK W Q a• PR OSE X ''TMP WOODEN STOCKADE FEN \ n R23'-5" R10' 15'-0" W/ACOUST BARRIER O - ar an } w 00 t, s s O _ \ GRADE EL.30.5 Q O / ?°u' R10'-2" R10' RT 6" RT `,+ s PROPOSE ` 26 0" } i R5-1 (SEE SIGN rw 4 :;:>: w U U ___ \ a' D SCHEDULE iERNEWAY b 4 4 w Z Z a PARKING ° d c g 6 ` ✓✓ x o Z U o 0 50 TURNING RADIUS X AREA HOT COTTAGE SA1 1 u THIS SHEET) ' ` 0 LL J 69 4 TUB LL ® � CHESSBOARD `� < R `� � �� RT-6" - �q w H 2410• s s _ _ g P L CABANA a r a a❑ -26 n--n I- ¢ D ORATIVE 3 r na SHED, o w H O w_�(.�5 81:27.�5 �N0 '20" 178.00' _ CT d nnn E \ o � cb ((rrteI� REA`IHR _\ R10 � ksl �__ POND \ . � r ,[ - N IJ O O LI O � 1 p a n Rl 1(SEE SIG \ li 1 I. PROPOSED 6.5'HIGH NYSDOT ROW MARKER SETBACK \' 3 COTTAGE 2 R �I cn I SCHEDULE SIGN THIS SCHEDULE N 669 SF PROPOSED 2.5'H 8a 8�8LJ 8B �a as LV O { e 8 TUB TAINING WALL \ I R6-5P 1 »�a THIS SHEET) I WOODEN C - GRADE EL.27.5' +EL, 7 FF EL.32.0' i° 16'-0" a u STOCKADE FENCE w co \ 25 (SEE SIGN R5-1 SEE SIGN z Z © ❑ 16'•0' W � 88 B8� 88��88i uB SCHEDULE p 6\01 L ' Dan o SCHEDULE v y -0 THIS SHEET) n D ,unu " a 3 o`LG 24 rrp. o .--...................................................................................... . I n r n r; LAND NOW OR FORMERL THIS SHEET) LL j w '` 'Inn EUGEN TOMASIC&MIRELLATOMASIC 1 TYP- rn __ a 223'-1" n 1 ° V I HOT COTTAGE 3 - ' RIDGE �a PROPOSED FRONT c n n n r- 3 SI o I i PROPOSED a c Dao N - a TUB 669 SF nbDIGE I POOL AREA STANDPIPE YARD SETBACK a > ann �\ NYR3-14(SEESIGN S.C.T.M. NO. 1000-63-03-14 g I PLAY COURTS \ NO PARKING o o a. SCHEDULE (IMPROVED CONNECTED TO PUBLIC WATER) I W a w c w THIS SHEET) w ay 0 0. D \ QLIMO/TRUCK \ FIRE LANE(SEE o o "°" ' } - . . . G SIGN SCHED ,n n W D J GRADE 275' LOADING LE - J19� U - \ w NO PARKING 8 AREA THIS SHE i 1 ; ° » ° • • \ LIGHTED -� Ll ,n �c c ,c¢ ,� .._ ' 1 HOT COTTAGE4 Q !7. ❑ n 3 -a; I co FIRE LANE(SEE (._.... ij 0 IG BW: 7.20 BW:27.25 ENCLAVES SIGN R6-5P SEE SIGN ( w v) u� 669 SF TW: .5 RAMP- TW:30.5 RAMP O (SEE ARCHITECTURAL SIGN SCHEDULE I: N 22 » - ° LAND BANKED " s s TUB Q R14' PLANS) i o e o _-li LIRR ` . THIS SHEE c 5oJ ii_---- _:_-.:_-.� LOCUST LANE N BANKE -: C a PARKING "ur: a'. c. c ;nuuuuu ,❑uuuuuuuuucu c c Luau • THIS SHE -- -- PROPERTY ,o - WALKWAY ° c' LINE ~ AREA -=„ur nu:uc :u: DWALKWAY )acuau ,uuu uuunucuu c -- -e 1 3'-10' �' i 4 a R27' n uuu Z --PROPOSED FIRE HYDRANT u + i ,n u c 1 f u \ 12 R4 , 1 ARD SETBACK __ _ _. , u u r R10• n D u m d �j G L i -. a0 IN P. P• p�• I -;nn'.��nonr�oeen� 3flA... Sunr.:urer ,enuaann ;pan pR0 OSE �!�. .• Rzo' L�9p, R15' anLAND NOW OR FORMERLY OF + 9-0" 9 v N NEW PROPOSED DRIVEWAYA -, R4' + 201 41 Rs" C - - _ R, -,o" 4 0 r n f o JANET L.RYAN 34 A \ A A R-,a„" R6' S.C.T.M. N0. 1000-63-03-13 i SIGN Q,c�i RS' -H Rp_ R2-6" tic c u n R33' C PROPOSED PARKING AREA � oo =nli� ( PROVED,CONNECTED TO PUBLIC WATER) R4's" � -> s' c�'al -- R IM 10' I - , TYP. 1R2'-6" 0I R14 uuun 250 +� I d i� I ¢ ::.Unt.G:crt,auu. .D a'�,a c aDa D, 7 :�u n60 �-aaeDnonann: Bann rGRASS PAVERS nnDaD❑ RE_1 I i � 2 J I� R�RN r= I; - - S - ._.... _. __ .... . ..._. .._ __.... .... R19 6 " N w 92 LU to_.__ -._._„... ....__. __....._._ .. ....... ._. O �w Go --n-o -° -n---n-n / .- _.....a _._._.... _..... ....._._- ___....._ _..._ _ __..-\. ....._...-..._ _....... _. � 34 --0---° --n--n-n-n- °-o ° ° a--o n 4 --......... ... -° -- 11 REVISED PER NYSDOT COMMENTS 02/03/2023 --0-� o o---n--0_ -o -0 __a_�_�_ 10 REVISED PER TOWN COMMENTS 12/21/2022 1\ � 616.57 R7-1&R7-8b � � � -_ 9 REVISED PER TOWN COMMENTS 12/05/2022 W PROPOSED 6.5'HIGH FI PARKING (SEE SIGN LOADIN \ -28 8 REVISED PER TOWN COMMENTS 11/23/2022 \� WOODEN FIRE LANE(SEE SCHEDULE LOADING ---"- 7 REVISED PER NYSDOT COMMENTS 09/15/2022 STOCKADE FENCE SIGN SCHEDULE THIS SHEET) AREA z9 R4-8A(SEE SIGN R4-7A(SEE SIGN 6 REVISED PER TOWN COMMENTS 02/15/2022 N rn THIS SHEET) R7-8(SEE SIGN / SCHEDULE NO PARKING SCHEDULE `" SCHEDULE (TYP.FOR 2) 30' Vi 31 R4-8A(SEE SIGN THIS SHEET) FIRE LANE(SEE THIS SHEET) +' 5 ADDRESSED FEIS COMMENTS 05/11/2021 N THIS SHEET) SCHEDULE SIGN SCHEDULE i! LAND NOW OR FORMERLY OF , (TYP.FOR 4) NO PARKING THIS SHEET) PROPOSED PAVEMENT R4-7A(SEE SIGN THIS SHEET) j! L __ .__ - y 4 REVISED PER CLIENT'S REQUEST 02/18/2021 FIRE LANE(SEE MARKINGS CHARLES W.WITZKE 32 SCHEDULE fI 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 �-O ° °-�� S.C.T.M. N0. 1000-63-03-28.1 R7-8b(SEE SIGN SIGN SCHEDULE THIS SHEET) j I SCHEDULE THIS SHEET) ADDRESSED DEIS COMMENTS 07/17/2019 N05°30'5 "W (IMPROVED,CONNECTED TO PUBLIC WATER) THIS SHEET) ? i! I 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 51.34' lI. `� LL„ `4` Y 1: .: Number Revision Description Revision Date \ I _: _ ..._.._, NOTE. _J: PROPOSED SITE PLAN , __ __ :_ � `= 33 ' LAND NOW OR FORMERLY OF ALL CURBS ON SITE TO BE MOUNTABLE CURBS UNLESS OTHERWISE NOTED. y Date Submitted Designed TC 01/20/17 SCALE: 1° = 40' ) PILLES REALTY HOLDING LLC ;; --- - - prawn By Date Created 0 40 80 08/23/16 1 , 1 filo SCALE: 1" = 40' ClientApprovedBY Scale [• Client BG AS SHOWN x , • ENCLAVES 7777"" THE 1 1 ' 1'-0° 1'-0° ROUTE 25 , � � 1 � � 1 1 56655 OUTHOL , NY RESTAURANT PARKING SPACES REQUIRED SPACES PROVIDED " '"* "`�� � "" - � Pr 74 OR 3,806 /3 24.6 SPACES(1ADA INC.) 38 SPACES(2 ADA INC.) j ITEM DESCRIPTION TOTAL 1 PER 100 SF FLOOR AREA 3,806 SF=38 SPACES(2 ADA INC.) 38 SPACES(2 ADA INC.) PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE SIZE OF SIGN SIZE OF SIGN 680.0101 CONCRETE SIDEWALK XXX SF SITE PLAN SIGN SYMBOL SIGNS OR MUTCD 2009 ED. CONVENTIONAL SIGN SYMBOL SIGNS OR MUTCD 2009 ED. CONVENTIONAL 1'-6" TOTAL RESTAURANT PROVIDED:27 PAVED SPACES(2 ADA INC.)AND 11 GRASS PAVED SPACES:38 TOTAL DESIGNATION PLAQUES SECTION NO. ROAD DESIGNATION PLAQUES SECTION N0. HANDICAPPED ACCESSIBLE PARKING ROAD HOTEL PARKING SPACES REQUIRED SPACES PROVIDED WITH VAN-ACCESSIBLE PARKING NO I 1/UNIT-44 UNITS 44 SPACES 2 ADA 60 SPACES 4 ADA ^ "� KEEP 3'-01 i _ 610.1402 TOPSOIL-ROADSIDE XXX SF ( ) ( INC.)) R7-1 NO PARKING - _ , n / \ / Tu�e 12"x18" R4-7A � KEEP RIGHT 24"x30" 1 IJ \/ �� TYP. OR RIGHT Pro)ectAddress: 1/EMPLOYYEE 12)+1/UNIT(44) 56 SPACES(2 ADA,INC.) 60 SPACES(4 ADA) � RfSERUE TURF ESTABLISHMINT- ( ss"MIN 96"MIN PARKING 610.1601 XXX SF 56655 ROUTE 25 TOTAL HOTEL PARKING PROVIDED:60 PAVED SPACES(4 ADA INC.)60 TOTAL 96"MIN R7-8 ® ADA PARKING - 12"x18" KEEP STRIPING AT HYDRANT ROADSIDE SOUTHOLD R4-8A /-- KEEP RIGHT - 24"x30" TYPE 1 CURB RAMP SUFFOLK COUNTY, NEW YORK 608.01050009 4 TOTAL SITE REQUIRED:38 RESTAURANT+56 HOTEL= 94 PARKING SPACES R7-8b ACCESSIBLE VAN ACCESSIBLE 1g"xg" County Tax Map Number. Contract Number: ALTERNATIVE HANDICAPPED ACCESSIBLE PARKING PA's"s NO PARKING 12"x18" TOTAL SITE PROVIDED:38 RESTAURANT+60 HOTEL=98 TOTAL PARKING SPACES FIRE 1000-63-3-15 WITH VAN-ACCESSIBLE PARKING LANE FIRE LANE DETECTABLE *PROVIDED OVERFLOW:34 HOTEL PAVED =22 LANDBANKED PAINTED Regulatory Reference Number. - DIRECTIONAL - - 608.21000003 WARNING 4 ARROW NOTES: STRIPS Title of Drawing: COLOR-WHITE A. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE STATE PERMIT ENGINEERREGARDING THE APPROPRIATE LOCATION FOR SNOW SLEEVES. i 1 ' 132"MIN 60"MIN.196'MIN. 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 PROPOSED SITE VAN R1-1 STOP STOP 26.05 30"x30" THAT THE PEDESTRIAN FEATURES(RAMPS,SIDEWALK,ETC)WERE CONSTRUCTED TO CURRENT ADA STANDARDS OUTLINED IN NYSDOT SPECS SECTION 608 AND RELATED STANDARD SHEETS. SUBMIT �.-. REQUIRED DOCUMENTATION TO THE STATE PERMIT ENGINEER BEFORE THE WORK CAN BE ACCEPTED AS COMPLETE AND THE PERMIT BE CLOSED. THE FEATURES THAT DO NOT COMPLY WITH ADA � REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND RECONSTRUCTION. TRAFFIC CONTROL B. THE CONTRACTOR SHALL CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT TO THE SITE FRONTAGE DURNING AND AFTER CONSTRUCTIN AS ORDERED BY THE STATE ENGINEER. STANDARD PARKING SPACES 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. Q j ACCESSIBLE SITES AND EXTERIOR FACILITIES REQUIRED ADA PARKING O R3-1 r"'j NO RIGHT TURN - 24"x24" D. RUNNING SLOPE OF THE DRIVEWAY WITHIN THE RIGHT OF WAY SHALL NOT EXCEED 6%. I d E C E 1 V E TOTAL PARKING MINIMUM NUMBER E. REPAIR EXISTING SHOULDER,SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. AND PARKING PLAN a IN LOT OF ACCESSIBLE SPACES F. CONSTRUCTION MEATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE NYSDOT ROW AT THE END OF EACH WORKDAY. MATERIALS ALLOWED TO REMAIN ON-SITE MST BE STORED OUTSIDE THE W 1 TO 25 1 9'MIN. VEHICLE CLEAR ZONE. OCT 1 7 2023 26 TO 50 2 R5-1 01DO NOT ENTER 30"x30" G. REMOVAL OF THE EXISTING CONCRETE CURB SHOULD BE DONE FROM THE BACK SIDE TO MINIMIZE ANY DAMAGE TO THE EXISTING PAVEMENT. THIS INVOLVES PULLING THE CURB OUT FROM THE BACK AND 51 TO 75 3 POURING NEW CURB UP AGAINST THE EXISTING PAVEMENT. SOUth01d l Own H. ALL NEW OR RELOCATED SUGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. Planning Board Drawing Number: 76 TO 100 4 � .� .,, SOF NE o 10170150 5 v 1, ALL I. PAVEMENT RESTORATION SHALL BE IN KIND. COMPOSITE PAVEMENT RESTORATION SHALL BE TAKEN TO EXISTING LONGITUDINAL JOINT. IF ANY DAMAGE OCCURS TO THE CONCRETE PANELS,THE CONTRACTOR W y GRASS PAVED PARKING SPACES NYR3-14 aAPFIc ALL TRAFFIC - 24"x30" WILL BE RESPONSIBLE TO REPLACE THE WHOLE PANEL. �A\ PNDREW O,p w 151 TO 200 6 11 -► J. LAEEL MINIMUM WIDTH OF ASPHALT RESTORATION TO BE 4'FOR PROPER COMPACTION. ADD 1 FT OVERCUT FOR THE TOP COURSE. C,p q- 201 TO 300 7 K. ALL COLD JOINTS TO BE SEALED WITH HOT-APPLIED SEALANT. Q O L. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN PLACED. * v * ® W HOTEL RESTAURANT -�- --y w _ M. COMPOSITE PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE CURRENT REGIONAL PAVEMENT REPAIR GUIDE SHEETS. _ R6-5P ROUND ABOUT 30"x30" I- E 60 ONSITE PAVED PARKING STALL PROVIDED 27 ON SITE PAVED PARKING STALL PROVIDED N. THE THICKNESS OF CURB RAMPS SHOULD BE A MINIMUM 6"AND THEY SHOULD INCLUDE WIRE FABRIC REINFORCEMENT WITH 3"OF TOP COVER. THE RAMPS SHALL HAVE A LEVEL 5'x5'LANDING IN THE SIDEWALK. 0. THE CURB RAMPS SHALL BE ORIENTED TO DIRECT PEDESTRIANS STRAIGHT TO THE DESTINATION RAMP ACROSS THE DRIVEWAY/STREET. 2 _ sheet of o 3 STALLS ADA COMPLIANT PARKING STALLS 1 STALLS ADA COMPLIANT PARKING STALLS P. AN`'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 `r�`� 092 3 �� . 3 24 1 ADA VAN ACCESSIBLE PARKING STALL 1 ADA VAN ACCESSIBLE PARKING STALL ENTER BOOK TITLED,'TEQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF UNDERGROUND UTILITY INSTALLATIONS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'. THE APPLICANT SHOULD CONTACT MR.DIEGO ,O� 3� a EO ONLY ENTER ONLY - 18"x18" AUCACAMA RIVERA(631-727-1731,DIEGO.AUCACAMA@DOT.NY.GOV)FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY WORK PERMIT(HWP)APPLICATIONS. PLEASE NOTE;THE UTILITY HWP ISSUANCE IS OFP" EO SUBJECT TO ISSUANCE OF THE HWP REQUIRED FOR SITE WORK. SSIPWGC Project Number: w w Q. ALL PROPOSED ROAD IMPORVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE LATEST VERSIONS OF AASHTO,ADA,NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL WITH THE NYS Unauthorized alteration or addition z SUPPLEMENT(MUTCD),NYSDOT HIGHWAY DESIGN MANUAL AND THE POLICY AND STANDARDS FOR THE DESIGN OF ENTRANCES TO STATE HIGHWAYS 'DRIVEWAY DESIGN POLICY'). ROAD IMPROVEMENT PLANS NYSDOT CASE NUMBER 97500 to this drawing and related documents AVG 1601 HIGHWAYS('DRIVEWAY Is a Nolafion of Section 7209 2 MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT STANDARD ITEM NUMBERS, of the New York State Education Law o 3i a a J rR Strategic Environmental and Engineering Solutions r� 630 Johnson Avenue. . Suite 7 Bohemia . NY . 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS 4 w w w j✓/ / �� ::<:.:>: ' :: y l I I I ^y ',.fir.a❑❑paGaGpapGpGn❑naa❑nand LAWN I SCULPTURE Gr p❑p❑❑: 92 U yN �- GARDEN �a n:�pnpa' . 7n AGOG•. GIGpG � ' PROPOSED 6.5 GH ❑'a G a7 WOODEN STOL�KADE FENCE �o�' "off W/ACOUST BARRIER o s O GRADE 1L.30.5' u G 6 PROPOSE - DARKING . 4 4REA HOT COTTAGE ! I n. d r s s TUB 669 SF r. ® ; ® ; ® ; ® ® ® CHESS BOARD o n n a ! • ¢ n nun '•'"W P L CA ANA r n no > TW:3 TW c ons SHI ¢ DECORATIVE 3 n a a u OUTSIDE SWEPT PATH ® BWO '5O BWQ. 'SO POND q ° o n o PATH OF FRONT WHEEL ¢a I c iuun I 90 HOT 669COTTAGESF2 as as ea as as as N ° ° TUB 669 SF PROPOSED 2.5 H LII / p INSIDE SWEPT PATH s s RETAINING WALL O c n a G - GRADE EL.27.5' +Ef' 725 o nnc / FF EL.32.0' OT / -u W as -HE - HE as e �B ;.on¢ I .,a' A c ;unn O °.ui ,7 •T___ ` I p r r ,uau p wn a ICOTTAGE 3 I I \.J i G z ¢ ; ! p HOT PROPOSED 7 n `u y �: "ODDu u u TUB 669 SF POOL REA a STANDPIPE n d uuu ° 24.50 ?9 PLAY COURTS n. w c I w ;o GRADE EL.27.5' n a f i Co4.0 ft30.0 ft, 88 889muo; _ � � u o_ ;d n a r..� U � ❑ 3 c, 4.00 15.50 STEERING LOCK ANGLE=31.tdeg. COTTAGE 4 BW:27.20 BW:27.25 p z r: ❑ z HOT _ 3❑ ie r. Ec�i TUB 669 SF TW:30.5 RAMP- TW:30.5 RAMP = ,❑ ❑ �; Stretch Limousine 15.5 ft ACHIEVED STEERING ANGLE: feet .. . . � � :'. ❑ � 4 n Gaon Odeg.SWEEP ANGLE:19.Odeg. - -.:.i❑:a;In an ac:r.:er.:Gnnnun:annn❑Ga naGnGnanananncr.:Gr.:nr-7)n Li r; aduo WALKWAY __ ,.�Gnnannonn..G❑G...GpoaaGpGcc GRASS PAVED WALKWAY ;pGpoaaaa ppaappGCGp GnG t'. i spa �.....�. Wirffh : 6.00 60 deg.SWEEP ANGLE:26.2 deg. 4 I 'Ga° j Track 6.00 - 90 de SWEEP ANGLE:29.1 de PROPOSED FIRE HYDRANT G p a 9 9• Lock to Loc Time 6 0 5. 120 deg.SWEEP ANGLE:30.3 deg. Steering Angle m 31.1 6 0 n 150 EP ANGLE:30.8 l on nna deg. deg. G Oft r �, �, �, i '_ manna nanor.r.:nr.:nr3(' SstoJ{yER$�nnr.:cannnnuannn nno I I 180 deg.SWEEP ANGLE:31.0 deg. a �_I t_ --�]EWPRDP Dim°' �„ a � sem• ED - - - - - - .7noG - Stretch Limousine nnr::r:e �. PROPOSED PARKING AREA � nr"cEnoa ARCHITECTURAL ------------ GRASS PAVERS :,aaaap❑nu r.rGn nnnr.n.�Gaoaa Gr Gnnc narnrr (c)2019 TrensoR Solutions,Inc.All nghts reserved. - ----I ....,.......,.-. Co .a Lo ... . _. . ..... ._._.._.. ......_.__ _.__... _.. ._....... _ W 11 -a--°- ° °--0-----0-°--n-a--O--a---°-a-a---n---°--O--a-O-O-O-O---n---°-n--°--°--n---°---0----°---o-a--° ° °--o--a-O--a--a--o ° °-°--c]-°----° ° ° °---a-a-°-e-°---a-°---°--°-o---°-O--n--O---O 10 N05'30'50"W 616. g PROPOSED 6.5'HIGH 8 REVISED PER NYSDOT COMMENTS 02/03/2023 WOODEN STOCKADEFENCE 7 REVISED PER TOWN COMMENTS 2/21/2022 6 REVISED PER TOWN COMMENTS 1/23/2022 5 REVISED PER NYSDOT COMMENTS 09/15/2022 LAND NOW OR FORMERLY OF 4 REVISED PER TOWN COMMENTS 02/15/2022 CHARLES W.W 0-63- PROPOSED TRAFFIC C I R C U LAT I O N PLAN PROPOSED STRETCH LIMOUSINE 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 S.C.T.M. N0. 1000-63-03-28.1 _ _ _ ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 'ROVED,CONNECTED TO PUBLIC WATER) STRETCH� L I M OU S I N E DETAILS NumbDO Revision Description Revision D� I SCALE: 1" = 40' i I I SCALE: NOT TO SCALE Designed By Date Submitted p TC 01/20/17 0 40 $0 Drawn By Date Created TQLT 08/23/16 SCALE: 1" = 40' Approved By Scale BG AS SHOWN Client THE ENCLAVES 56655 ROUTE 25 NOTES: SOUTHOLD, NY 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 Project LBS. 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. 6' FINISHED 3' GRADE- 1' 5' "SOD"PLANTING LEVEL SITE PLAN PAVEMENT HDPE GRASS PAVER INSIDE CELLS 2. 3" EMENT 5/8„ ACTUAL FINISHED GRADE 18" ° ,,/ SOIL FILL LEVEL INSIDE PAVERRC IV E D ProjectAddress: GRIDWORK AFTER HEAVY WATER DOWN. --- _ a THIS IS THE ACTUAL"SOD"PLANTING 6 56655 ROUTE 25 #5 BAR (CONTINUOUS) LEVEL. OCT 1 2023 SOUTHOLD R-1' ° HEAVY VEHICLE SUB-BASE. LOAD CAPACITY AT LEAST75,000LBS SAND OR SANDY LOAM Sout odTown SUFFOLK COUNTY, NEWYORK 3/4"CRUSHED 2EROA BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK LEVEL WHICH RECEIVES Planning Board County Tax Map Number: Contract Number: ---.--- 1000-63-3-15 I---8'--I GRASS PAVER D ETA I L Regulatory Reference Number. OVERFLOW PARKING AREAS Title of Drawing: - CONCRETE TO BE 4,000 PSI @ 28 DAYS LOAD CAPACITY AT LEAST 75,000LBS SCALE: NTS FOR EMERGENCY PURPOSES PROPOSED SITE MOUNTABLE CURB DETAIL SCALE: NTS CIRCULATION a PLAN AND DETAILS W N Drawing Number. o OFPNNEW),DRE C �� Ln W 0 ff v W$ Sheet of o N `JFK 0925 3 4 24 5" A�O/ Ess' PWGCProjectNumber. a �lil Unauthorized alteration or addition z F to this drawing and related documents AVG 16 01 z NYSDOT CASE NUMBER 97500 is a violabon of Section 7209 r, o of the New York State Educalion Law 0 o 3 a a Ij 01Z ENCE % C,4 RE-Sr-cNCE N\ I r­- 0 �: LAND NO1,N OR FORMERLY OF �k TOWN HARBOR ILI 12 LANE ANTHONY FORGIONE %\ A ... S,C.T,M, NO. 1000-63-03-17.3 LAND NOW OR FORMERLY OF ... (!",1PROVED,CONNECTED TO PUBLIC WATER) 0 L) 5-, VALERIE Mi.SCOP,-`,Z LAND NOW OR FORMERLY OF W 0 S,C,T.M. NO. 1000-63-03-15 it VINCENT DOLOMITE&ILEANA DOLOMITE 0 J! POOL (IMPROVED,CONNECTED TO PUBLIC WATEER) PR PROPOSED6 5' S.C.T.M, N0, 1000-63-03-17.4 op R IOUS 0 RESTA=TEP)V1KING HIGH STOCKADE 50'TURNING RADIUS (GRASS) FENCE (IMPROVED,CONNECTED TO PUBLIC WATER) REMOVE ;�'->- 1­� . q WOOD POSTS EXISTING t WITH NETTING PROPOSED 6,5'HIGH LINE OF EXISTING EXISTING I STORY FRAME Li FENCE El ­1­­a.17 TO BE SHED TO BE RENOVATED AND Z STOCKADE FENCE REMOVED PROPOSED 6.5' EMOVED INCORPORATED INTO MAIN PROPOSED 6.6 HIGH CL WOODEN STOCKADE FENCE REMOVE E C, I HIGH STOCKADE RELOCATE EXISTING I STRUCTURE EXISTING REMOVE W1 ACOUSTIC BARRIER -.'.) PROPOSED FENCE STORY FRAME Strategic Environmental and Engineering Solutions EXISTING PROPOSED FIRE FENCE V� 0 'RAGE To R NYSDOTTYPE 3 HYDRANT CART PATH GARAGE TO REM r. S07'44'40"E 310-00' DRIVEWAY ENTRANCE FENCE 0 + 'on W i 0-0 ... ................... P 622.78' SIGN S07*3810"E . . . . . . . . OILTIUKININUKADIUS ID L cij�q 101'fewi­0 VU Wzl vil-A .4 Vqzl INA NZI �?J �,Aeqall �Z,�7 nA-WA- , , ; - - 7 . f NEW 1`11VIlubtu 24"Wi JT LO DRIV 0 IRRIGA71ON WELL 04 . . . . . . A ILU 630 Johnson Avenue. Suite 7 VIM. y. P20 ...... Bohemia - NY - 11716-2618 RY-0" U U 0 CD Track N, I -M EXISTING cl� Phone: (631) 589-6353 - Fax: (631) 589-8705 af 'SUPERPAVE'WARM MIX ASPHALT REMOVED 0 (SEE DETAIL ON DING.No.702) E-mail: INFO@PWGROSSER.COM `oC -Cbj G TO 2 STORY STRUCTURE TO REMAIN R28' PROPOSED RESTAURANT CONCRETE SIDEWALK PROPOSED EVENT RM. ::I cb J NYSDOT ITEM 680.0101 CONSULTANTS \�- �SIGN 0 0 SED HOTEL (NO BASEMENT) �13 GE 4 SEATS .......... .......... ....... AREA STORIES W/BASEMENT 4,472SF 1T-2' ....... .... .......... SF .......... R5'4" PROPOSED + + FRONTYARD EL,3,2. -7. ....................- ........ SETBACK -5' 0 ttt.t..!.:...........W. 19' 4 0 510 Q I I - // U­­------------­ . 9. k�l a LLJ W -ROADSIDE 0 491 SF TOPSOIL 8'MIN. 3' 0 TYP. / 'r 5 z z NYSDOT ITEM 610.1402 a 119 1 urur ESTABLISHMENT-ROADSIDE /tfilate n 0. NY G�G�G�G 9O vC)6 SOOT ITEM 610.1601 W-W-W PROPOSED PERVIOUS C81 z SIG NYSDOT TYPE Slate EXISTING TO BE RESTAURANTPARKING UT REMOVED 3DRIVEWAY r,C1.1101 0- -DOGRABSTFAVED 0 ENTRANCE 75' SCULPTURE 0 �L 00 - 1)) GARDEN ------ 50 / a V� , 42, 10, RII 0-0 25' -7' ., b RE 1 11' X .1-9.4;L� IRONTYD. "4, U) 50'TURNING RADIUS R2 �23'-5" + G �Cc SETBACK Lu 6 GH W1 PROPOSED- RIO' ;Rl PR S WOODEN STOCKADE FENCE W/ACOUSTP'BARRIER V R '-2 10 s- - ­ z GRADE L.305 1­1 1 1� 26'-0. W ROP S NEW PROPOSEPORI z X lc 13 -A� 4 ARK IC �11 Ic AREA HOT COTTAGE I LL u- 50'TURNING RADIUS TUB 669 SF CHESS 130ARD g 24'-0 s s ® ® : ® : ..® ® ® : Q n i R7'-6" 3� a TW:3M t nun 178.00' 3: 3: coll 8 CAJANA -11: DECORATIVE nun SHED! N04745-2VW \X -BW�2U5 L POND REARVAR 01 TOM 0 �0�� 0. ih PROPOSED 6.5*HIGH p .n HOT669 SF PROPOSED 2 THas as as WOODEN b nno, cl) OU U) 'In STOCKADE FENCE uJ 0 s TUB RETAINING WALL GRADE EL.275 EL,32.V ic 16'-0" 6 0' LAND NOW OR FORMERLY OF LLL L L q co �P, l / 223'-1" EUGEN TOMASIC&MIRELLA TOMASIC zo p. -4r- COTTAGE 3 PROPOSEDFRONT :Von sic q OT -PROPOSED YARD SETBACK nion S.C.T.M. NO. 1000-63-03-14 0 TUB POOL REA STANDPIPE ono D 0 no I ln� (IMPROVED,CONNECTED TO PUBLIC WAIER) PLAYCOURTS D ui Cb ................... ....................... GRADE EL.275 M OT W 0 Fn111 B u 0 u u Ur> 00 BW:27.25 z 0 1 0 BW.27.20 1 CO HOT LOCUSTLANE P !q 22 LAND- PROPOSED LAND BANKED LIRR BANKED GRASS PAVED WALKWAY '000 PARKING Do P......­­u PROPERTY AREA PROPOSED FIRE HYDRANT t LINE + 12 +ACK 20 u u 1 g. ----------- 0 ARD,SEZP + 61 b. 6. 15- LAND NOW OR FORMERLY OF + + LT9Y P R1 NEW PROPOSED D AY U JANETL. RYAN an 8, GN AREA •e R4'ti S.C.T.M. NO. 1000-63-03-13 CD a) (IMPROVED,CONNECTED TO PUBLIC WATER) PROPU5EU PAT71W,AKtA Do no F R 30 no, to ....... + + WD LUR + VORX I I I I I I I I R19'-6" C3 W- iLL- LU co -J A 0 0--a-ci 7 N05*30'50*W 616.57' PROPOSED 6.6 HIGH 11 REVISED PER NYSDOT COMMENTS 02/03/2023 WOODEN 10 REVISED PER TOWN COMMENTS 12/21/2022 STOCKADEFENCE 17-4 9 REVISED PER TOWN COMMENTS 12/05/2022 ica'LID, 8 REVISED PER TOWN COMMENTS 11/23/2022 7 REVISED PER NYSDOT COMMENTS 09/15/2022 LAND NOW OR FORMERLY OF 6 REVISED PER TOWN COMMENTS 02/15/2022 CHARLES W.WITZKE 5 ADDRESSED FEIS COMMENTS 05/11/2021 S.C.T.M. NO. 1000-63-03-28.1 4 REVISED PER CLIENT'S REQUEST 02/18/2021 N05*30'50'W (IMPROVED,CONNECTED TO PUBLIC WATER) jr 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 NI 1A' 1 REV,TO 44 ROOMS-UPDATE UTILITIES 104/11/2017 PROPOSED TRAFFIC CIRCULATION PLAN Number Revision Description Revision Date FIRE TRUCK "SOD"PLANTING LEVEL Designed By TC Date Submitted 01/20/17 SCALE: 1 40' HDPE GRASS PAVER-,, �INSIDE CELLS 5/8" Drawn By TQLT Date Created 08/23/16 ACTUAL FINISHED GRADE I - I-T - I Approved By Scale 0 40 80 Ul �w W Client: BG AS SHOWN SOIL FILL LEVEL INSIDE PAVER GRIDWORK AFTER HEAVY WATER DOWN. 6" 22 SCALE: V = 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. Project Address: 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. 40.1' 56655 ROUTE 25 FINISHED 3. SOUTHOLD GRADE� T-1. 5'- RECEIVED SUFFOLK COUNTY, NEW YORK 43 1, 3. PROPOSED County Tax Map Number: Contract Number: 2' PAVEMENT 1000-63-3-15 OCT 17 2023 Regulatory Reference Number. AERIAL FIRE TRUCK NOTES: 1. AERIAL FIRE TRUCK IS 43'X 85 It'Et-t Town 18" Sout oTd- Title of Drawing: 2. 90 DEGREE TURNING RADIUS OF 47.6 FT 8.5' Planning Board 3. ROADS SIZED TO ACCOMMODATE AERIAL #5BAR FIRE TRUCK MANEUVERS. AERIAL FIRE (CONTINUOUS) TRUCK HAS LARGEST TURNING RADIUS 4 PROPOSED SITE R=1' OF MOST COMMONLY EMPLOYED FIRE 14 FIGHTING VEHICLES. L CIRCULATION 3. STEERING LOCK ANGLE OF 33.3' 8. 4. ACHIEVED STEERING ANGLES: 2 1. 4.1. 30' SWEEP ANGLE: 19.4° CONCRETE TO BE 4,000 PSI @ 28 DAYS PLAN AND DETAILS uJ LOAD CAPACITY AT LEAST 75,OOOLBS 4.2. 60' SWEEP ANGLE: 27.30 FOR EMERGENCY PURPOSES 4.3. 90' SWEEP ANGLE: 30.7° Drawing Number. 4.4. 120' SWEEP ANGLE: 32.2' MOUNTABLE CURB DETAIL of NE 4.5. 150* SWEEP ANGLE: 32.8' SCALE: NTS )�111 DREW ul 4.6. 180 SWEEP ANGLE: 33.1' o ARA 0 Q- CM1 02M Iii-I -M Sheet Of PROPOSED FIRE TRUCK DETAILS 0925 3 e 5 24 SCALE: NOT TO SCALE Opo , MPWGC Project Number. L.Li oj Unauthorizedafterationoraddition EXISTING DRIVEWAY To BE D RELOCATE I STORY T N CRY F1 'ST' GARAGE 0 00, EXISTING EXISTING FENCE IFENC 622 V M Woo to this drawing and related documents AVG1601 z NYSDOT CASE NUMBER 97500 is a violation of Section 7209 E! tz of the New York State Education Law _E 1: LAND NOW OR FORMERLYOF 0 TOWN HARBOR CL ANTHONY FORGIO�NIE LANE Ce S.C.TJJ. NO. 1000-63-03-17,3 (I(ViPROVED,CONNECTED TO PUBLIC WATER) {..S2 -VID NOVI OR FOR%111ERLY OF CJ > C5 C-1 LAND NOW OR FORMERLY OF I i_1 > 0 VALERIE f-1.SCOPAZ 0 0 POOL VINCENT DOLOMITE&ILEANA DOLOMITE S,C3�M� NO� 1000-63-0.3-16 IP" own S.C.T.M. NO, 1000-63-03-17.4 (IMPROVED,CONNECTED TO PUBLIC WATER) PROPOSED PERVIOUS 1 PROPOSED 6 5' RESTAURANT PARKING 0 t-4 HIGH STOCKADE 5V TURNING RADIUS (IMPROVED,CONNECTED TO PUBLIC VVIATER) REMOVE 2� (GRASS) WOOD POSTS FENCE (3) EXISTING 0 WITH NETTING f- PROPOSED 6.5'HIGH LINE OF EXISTING EXISTING I STORY FRAME z 0 FENCE Oi 0 PROPOSED 6.6 HIGH U �< 3__ .u;4 -, 01 STOCKADE FENCE DRIVEWAY TO BE SHED TO BE RENOVATED AND PROPOSED6.6 C: '? DEN STOCKADE FENCE REMOVE I- REMOVED INCORPORATED INTO MAIN REMOVE Woo F'6 7W ACOUSTIC z RELOCATE STRUCTURE - , I EXISTING HIGH STOCKADE EXISTING I CL PROPOSED FIRE 1A IC BARRIER HYDRANT rn< FENCE PROPOSED FENCE <In STORY FRAME EXISTING i FENCE .P r� GARAGE To M r Strategic Environmental and Engineering Solutions CART PATH AGE REM 310.00, NYSDOTTYPE3 S07'440"E DRIVEWAY ENTRANCE 0 W 622.78' 11,00 LU a W;S i S07*38'1 O"E LJ I SIGN NY TURNING RADIUS I I_nLk%r WA VU IOU A NJ Vq=l V4=1 .10 1--' 1-11 1 ,T C', vi . ......... EXISTING WELL ? %�I�A TO BE WA ......... PROPOSED 4 ...... WW� ■ to \ DRIVEWAY 1_< ade fencp POSED Ai wl­ REPUR Lf) 0 Li IRRIGATION WELL 04 Cn M Kado fe > n 9 .20' W 630 Johnson Avenue. Suite 7 C? U U 60'-0" 1 $2 . - U U U U C� ............ % Bohemia - NY 11716-2618 0 120' EXISTING TO BE 0 Phone: (631) 589-6353 Fax: (631) 589-8705 REMOVED -Cq 'SUPERPAVE'WARM MIX ASPHALT 0 R28' _.Ab (SEE DETAIL ON DWG.No.702) E-mail: INFO@PWGROSSER.COM R28' G TO 2 STORY STRUCTURE TO REMAIN O 0 1 1 SIGN PROPOSED RESTAURANT PROPOSED EVENT RM. .... I ---CONCRETE SIDEWALK 0 ROPOSED HOTEL (NO MSEMENT) NIBASEMENT clo CONSULTANTS 12 iv-01 TWO(2)STORIES W/BASEMENT 4,472SF SEATS NYSDOT ITEM 680.0101 10'MIN. !6,272 SF < F:27.5 + -R4'-6- + i 17'-2" + � R4-6"' + Cn PROPOSED 264. FF EL 32.IY W --t rl FRONTYARD ........... J 4" R5-5" .......... SETBACK IS R SETBACK - 19'-5" (Y MIN. R3' 2314, EXISTING STRUCTUX cow RE 2 dS LLJ W ----TOPSOIL ROADSIDE 2g.3R2 491 SF z z NYSDOT ITEM 610.1402 0 Alate r., n n n n n CL I URF ESTABLISHMENT-ROADSIDE > 18r" NYSDOT ITEM 610,1601 ........ ... 824 5a .... PROPOSED PERVIOUS C) S TWF.ci� f.t., EXISTING TO BE RESTAURANT PARKING 64 uT z NYSDOT TYPE RASSPAVF0WALqMA? 11 3DRIVEWAY 75' R32'-8" O.C12"a"a, , Tq���-.a,�, , REMOVED (GRASS) U) -1 50' 25' 'n, LAWN SCULPTURE ,0"6�'.�,,, - 0 Ai ENTRANCE R5-7 GARDEN 10 C3 a 0 C + - .. �­ I -00-- R11 . .... ... RECI'D FRONT YD. IOU. < R3' Rill' PROPOSED 6.5' GH E? CRE E 50'TURNING RADIUS On PR WOODEN STOCIKADE FENCE 23 + 4 ......... SETBACK Lu -5,. R10' 4-1- W I_ . .... .... 23 15�O 00 WIACOUSTI BARRIER 00 GRADE L.305 in l/J RV'-2- R10' R7'-6" R7'-61_ -e 70e PROPOS W U PARKIN 21T-T NEW PROPOSE W P7 _01D KM zi AREA HOT COTTAGE 1 In RV-6" 669 SF F71 TUB CHESS BOARD U_ 50 TURNING RADIUS 24'.0- --a s Zsl 6+6 Fi7-6 CA AN zl� =0 P W TW: M 11 -10__ SHED'DECORATIVE N04*4520 VV am REP` R 0 __fTW0-:T L POND 00, T J1 > non r-. COTTAGE 2BD BB 88 as as ae 3V-( "7n. ..n HOT :n PROPOSED 6.6 HIGH TUB 669 SF PROPOSED 25H OH 0 < RETAINING WALL 3 3000 WOODEN PRAPE-EL.27.5'-- ?7�25 161-0-1 0 0 11 STOCKADE cb 0) Don fl L U_ 0 0 ........... ........... LAND NOW OR FORMERLY OF u_ 0) 9 223'-1" 40 COTTAGE 3 PROPOSED FRONT luau 9�HOT EUGEN TOMASIC&MIRELLA TOMASIC POOL REA PROPOSED YARD SETBACK S.C.T.M. NO. 1000-63-03-14 0 ric q STANDPIPE n v TUB 669 SF non nna [A PLAY COURTS (IMPROVED,CONNECTED TO PUBLIC WATER) �nn ................................. ........... ............... 9 LU -3 1 71 GRADE EL.27. n CD clo LN • in 0 88 BB B8 B0 OT UB 0 'If 0 0 00 IG COTTAGE 4 BW:27.20 BW:27.25 OT z V), 669 SF TW.30.5 RAMP- I I TVV:30.5-RAMP M PROPOSED 8 ---I 1 1; 22 LAND- Enlrlr 0 r -Ij -&-vkWit -9 'W- g- Xpr I. �,.) LAND BANKED 4' a LIRR BANKED PARKING wo �­ A LOCUST LANE PROPERTY AREA kc _i__� I WALKWAY GGRASS PAVED WALKWAY non Ic..... DOOOD.00.....DODO -a.. nOnoamamaoo�i 000 -e LINE12 0. :000 �-PROPOSED FIRE HYDRANT R a. + + UTI SEDREAR RD,S'a 61 61 61 06 (R10' + ------- PKV R 9. + 19 R15' `a 2 R20' + TYP- L RI LAND NOW OR FORMERLY OF NES D DRIVE JANET L.RYAN ;b A R4'6" C� SIGN S.C.T.M. NO. 1000-63-03-13 PROPUbEU R1 ci R33' "In 1 M (IMPROVED,CONNECTED TO PUBLIC WATER) R4-6" 9. 00 2' ---- ---- R14' ,ucuun ono•Dane GRASS VERS u-n. 25 jg.� + Ad __0". UJ 00 -----------I < + + + SETBACK R19-6" Go Lu Cn 00 N05*30'50'W PROPOSED 6.5 HIGH 616.57' WOODEN 11 REVISED PER NYSDOT COMMENTS 02/0312023 0 N STOCKADEFENCE AERIAL FIRE TRUCK AERIAL FIRE TRUCK 10 REVISED PER TOWN COMMENTS 12/21/2022 SUCCESSFULLY AVOIDING PARKING STALLS SUCCESSFULLY COMPLETES PATHING 9 REVISED PER TOWN COMMENTS 12/05/2022 AFTER COMPLETING MANEUVER AROUND OVERHANG AROUND OVERHANG 8 REVISED PER TOWN COMMENTS 11/23/2022 LAND NOW OR FORMERLY OF 7 REVISED PER NYSDOT COMMENTS 09/15/2022 CHARLES W.WITZKE ED PER TOWN COMMENTS 02/15/2022 6 REVISED S.C.T.M. NO. 1000-63-03-28.1 5 ADDRESSED FEIS COMMENTS 05/11/2021 4 REVISED PER CLIENT'S REQUEST 02/1812021 N05*30'50"W (IMPROVEDAl sa' ,CONNECTED TO PUBLIC WATER) 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV,TO 44 ROOMS-UPDATE UTILITIES 104/11/2017 PROPOSED TRAFFIC CIRCULATION PLAN Number Revision Description Revision Date FIRE TRUCK Designed By Data Submitted "SOD"PLANTING LEVEL TC 01/20/17 SCALE: 1 40' HDPE GRASS PAVER INSIDE CELLS 5/8" Drawn By TC\LT Date Created 08/23/16 ACTUAL FINISHED GRADE Approved By Scale 0 40 80 BG AS SHOWN SOIL FILL LEVEL INSIDE PAVER Client GRIDWORK AFTER HEAVY WATER DOWN. 6" 22 SCALE: 1 40' THIS IS THE ACTUAL"SOD"PLANTING 56655 ROUTE 25 LEVEL. SOUTHOLD, NY HEAVY VEHICLE SUB-BASE. LOAD CAPACITY AT LEAST 75,OOOLBS SAND OR SANDY LOAM 3/4"CRUSHED ROCK OR \_ LEVEL WHICH RECEIVES Project CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK GRASS PAVER DETAIL NOTES: OVERFLOW PARKING AREAS SITE PLAN SCALE: NTS 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 LBS. 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. Project Address: 40.1' 6' 56655 ROUTE 25 FINISHED 3 SOUTHOLD 43' GRADE� T-1*�--5' SUFFOLK COUNTY, NEW YORK I- ---, PROPOSED RECEIVED AERIAL FIRE TRUCK NOTES: 2' 3' PAVEMENT County Tax Map Number. 1000-63-3-15 Contract Number: - 41 1 ''.1 .1 OCT 17 2023 Regulatory Reference Number: 1. AERIAL FIRE TRUCK IS 43'X 8.5' -44 .41 44, 41 2. 90 DEGREE TURNING RADIUS OF 47.6 FT 8.5' 18" Southold Town Title of Drawing: 3. ROADS SIZED TO ACCOMMODATE AERIAL /I///�/ Planning Board FIRE TRUCK MANEUVERS. AERIAL FIRE #5 BAR TRUCK HAS LARGEST TURNING RADIUS (CONTINUOUS) OF MOST COMMONLY EMPLOYED FIRE R=I" PROPOSED SITE FIGHTING VEHICLES. 3. STEERING LOCK ANGLE OF 33.30 8. CIRCULATION 4. ACHIEVED STEERING ANGLES: 4.1. 300 SWEEP ANGLE: 19.40 CONCRETE TO BE 4,000 PSI @ 28 DAYS PLAN AND DETAILS 4.2. 600 SWEEP ANGLE: 27.30 LOAD CAPACITY AT LEAST 75,000LBS 4.3. 900 SWEEP ANGLE: 30.7° FOR EMERGENCY PURPOSES 4.4. 1200 SWEEP ANGLE: 32.20 4.5. 1500 SWEEP ANGLE: 32.80 MOUNTABLE CURB DETAIL �oF NEWDrawing Number. 4.6. 180' SWEEP ANGLE: 33.1 SCALE: NTS DREW 0, E > PROPOSED FIRE TRUCK DETAILS Sheet Of U REMOVE "v EXISTING G FENCE RELOCATE L622 78 'WELL 3SED 5 EXISTG. 0 092593 SCALE: NOT TO SCALE 6 24 '��FESSIOa Project Number: LU Unauthorized alteration or addition to this drawing and related documents AVG1601 NYSDOT CASE NUMBER 97500 is a violation of Section 7209 of the New York State Education Law Ll FESSIDENCE Ri LL_ LAHID NOW OR FORMERLY OF 0 TOWN HARBOR ANTHONY FORGIONE V11 LANE S.C.T.M. NO. 1000-63-03-17.3 (IMPROVED,CONNECTED TO PUBLIC W,JER) LAND NOW OR FORt,11ERLY OF > LAND NOW OR FORMERLY OF 3 D U VALERIE til.SCOPAZ VINCENT DOLOt.11T E& ILEANA DOLOMITE 0 S.C.T.M, NO, 1000-63-03-16 S.C.T11. 1`40. 1000-6M3-17.4 (IMPROVED,CONNECTED TO PUBLIC WATER) PROPOSED PERVIOUS; PROPOSED 6 5' 0 t"i —2, R i I HIGH STOCKADE 50!TURNING RADIUS ESTAURANT PARKINd (INIPROVED,CONNECTED TO PUBLIC WATER) T� .rJREMOVE 7- WOOD POSTS FENCE (GRASS) L EXISTING ij7 , 0 WITH NETTING PROPOSED I HIGH LINE OF EXISTING EXISTING I STORY FRAME FENCE STOCKADE SHED TO BE RENOVATED AND PROPOSED 6.5'HIGH FENCE DRIVEWAY TO BE PROPOSED 6.6 REMOVED WOODEN STOCKADE FENCE REMOVE INCORPORATED INTO MAIN Lu HIGH STOCKADE P E 9 REMOVE 0- V>I- RELOCATE EXISTING 1 STRUCTURE PROPOSED FIRE W/ACOUSTIC BARRIER 0 EXISTING z 0 a EXISTING PROPOSED FENCE STORY FRAME 55 FENCE HYDRANT Strategic Environmental and Engineering Solutions CART PATH fill f2 310.0 FENCE k GARAGE TO 0. NYSDOT TYPE S07144'40"E owl ow lc�+ DRIVEWAY ENTRANCE 622.78' . .. ...................... 0 w 0 SIGN b M�- w�s 1 000 S0 TURNING RADIUS Si O"E It!it 'ILrsAj­---0—I VIA NA :1 1 1 Vq_A EXISTINGWELL - —__--..... V11 ...... �REPURPOSED AS NEW PROPOSED m JT 41- LY I _< L0 • X 0 .... DRIVEWAY f IRRIGATION WELL 0 >'•}i:.: ------i- 04 Cn 0 - - - - - - - - - -- EXISTG. _10 -2618 *y 0 ...... Bohemia NY. 11716 EXISTING TO BE CO 0 Phone: (631) 589-6353 - Fax: (631) 589-8705 lo 0 REMOVED 'SUP RPAVE'WARM MIX ASPHALT 23' < (SEE DETAIL ON DWG.No.702) E-mail: INFO@PWGROSSER.COM G TO 2 STORY ......In STRUCTURE TO REMAIN 0 1 RESTAURANT I SIGN PROPOSE[EVENT RM. .......... FVJ ....I..... L -.—CONCRETE SIDEWALK WI BASEMENT Cb BASENENT) .... GE =1_ _10 )HOT (NO .. ) I ITEM 680.0101 CONSULTANTS 4- 'Al z DRIES W/BASEMENT AREA 4 1 A71 I= 4 SEATS 17'-2* I------u F:27-1 + PROPOSED .......... .......... 8_S FF .32.0' • FRONTYARD 4 0 0 DRAINAGEARl X \OR2 9. 8'MIN. 3. 2T-T W -ROADSIDE 0 a—9— ..- — TYP STRUCTURE .......... R .......... 491 SF z -,--TOPSOIL N Tbuu I ITEM 610.1402 TURF ESTABLISHMENT-ROADSIDE WAl > W 18 - :5 _12i NYSDOT ITEM 610.1601 PROPOSED PERVIOUS --1 0 - ( P + z NYSDOTTYPE RESTAURANTPARKING '�t UT EXISTING TO BE I R21 Z) 3DRIVEWAY 75' .9 AfS_PAVED`WALrl REMOVED (GRASS) LAWN/SCULPTURE n 0 n r 0 c M U U 0 112i ENTRANCE 50, GARDEN M n n V M 0 1 coo ...... D 25' _/GH no 50'TURNING RADIUS PRoPosil + + CRE E:? - _Nco ...... SETBACK W C 0 R WOODEN STO*ADE FENCER23 -H- 00000, _g-_ WIACOUSYBARRIER nr 0 GRADE L.3l R7'61, FIR POSE 26'-0--rt r Z. Z? w U NEW z z EW P ING —__4AN_1 PARKING — UT 2 DRAINAGE ARU R6 GE COTTAGE RAINAGEA i HOT '.E UB s 11 CHESS BOARD IL LL 59 TURNING RADIUS V N V\j .7 '-6"-J LCA ANA ❑ �Gu �0— .__ -Ile ]R7 TW:306 b BW: .5--- 00, T ,PECORATIVE uuc,u SHED' N04*4520"W POND 0 0nnn T cbl COTTAGE 2 (L it PROPOSED 6.5'HIGH PROPOSED 2 5'H 0 U 01 Hj M T M T TU -j­,1G WALL WOODEN GRADE EL.275 16' clo FF El 32.01 STOCKADE — 25 16'-T c�- 6'.0- 8 OT B 6 1 u_ XP. Qua LAND NOW OR FORMERLY OF on LL 000 TVP' \\ �'�� ---�' - - \ 223'-l" EUGEN TOMASIC&MIRELLA TOMASIC PROPOSED FRONT 3E3 �AD 'E RIDGE o� PROPOSED SIGN POOL, REA TUB j IANUVIt't YARD SETBACK ono S.C.T.M. NO. 1000-63-03-14 0 'I 1� of non i 0 �ano (IMPROVED,CONNECTED TO PUBLIC WATER) PLAY COURTS W coo GRADE El 27.5' C) 0 0 Z) 0 0 PP OT 3 0 B np np LO act 'CO W TTA 4 /'C Ti 4 U) HOT BW:27.20 BW:27.25 z 0 2); PROPOSED B TIN:30.5 RAMP—_ TW:30.5—RAMP 0 22 1 R14' LAND BANKED i Q LIRR BANKED Gn n+ n LOCUST LANE nn PROPERTY KING D) WALKWAY In 11 �I n PAR .�i ��,. 'GRASS'PkVED WAl a 0 a Q 0 n a a r a LINE AREA PROPOSED FIRE HYDRANT j & + ------- 10, CL RD OS RFA + V 61 61 61 61 3RASS PAVERS Eil� ." R + + LAND NOW OR FORMERLY OF 1�7 �4' LT9yP, + NEW PROPOSED DRIVEWAY JANET L.R2 V-0 91-1 AGAAfREAGE SIGN S.C.T.M. NO. 1000-63-03-13 If 33' rn (IMPROVED,CONNECTED TO PUBLIC WATER) L11 < (D Iq 1 ---------- R 1,W -F rn in GRASS PAVER + �"00­... READ 00—n— < WAD -SE BACK i -----R19'6"-- --------- M act + + TYP 10 1 L�I I n I I I " i - .Q wow .. ............. ...... ...... ......... 00 o cl) N05*30'50'W 616.57' PROPOSED 6.6 HIGH WOODEN REVISED PER NYSDOT COMMENTS 02/0312023 STOCKADEFENCE 10 REVISED PER TOWN COMMENTS 12/21/2022 9 REVISED PER TOWN COMMENTS 12/05/2022 8 REVISED PER TOWN COMMENTS 11/23/2022 LAND NOW OR FORMERLY OF 7 REVISED PER NYSDOT COMMENTS 09/15/2022 CHARLES W.WITZKE 6 REVISED PER TOWN COMMENTS 02/15/2022 S.C.T.M. NO. 1000-63-03-28.1 5 ADDRESSED FEIS COMMENTS 05/11/2021 4 REVISED PER CLIENT'S REQUEST 02/18/2021 N05*30'50'W (IMPROVED,CONNECTED TO PUBLIC WATER) 3 ADDRESSED COMMENTS DATED 12/9/19 04/0812020 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 FEV.TO 44 ROOMS-UPDATE UTILITIES .04/11/2017 PROPOSED TRAFFIC CIRCULATION PLAN Number Revision Description Revision Date TANKER "SOD"PLANTING LEVEL Designed By TC Date Submitted 01/20/17 SCALE: 1 40' HDPE GRASS PAVER INSIDE CELLS 5/8" Drawn By Date Created —— I TQLT 08/23/16 ACTUAL FINISHED GRADE Approved By Scale BG AS SHOWN 0 40 80 SOIL FILL LEVEL INSIDE PAVER Crient GRIDWORK AFTER HEAVY WATER DOWN. 6" THIS IS THE ACTUAL"SOD"PLANTING THE ENCLAVES SCALE: 1 40' LEVEL/ 56655 ROUTE 25 HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM SOUTHOLD, NY 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,0001-13S LEVEL WHICH RECEIVES CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK Project GRASS PAVER DETAIL NOTES: OVERFLOW PARKING AREAS SCALE: NTS SITE PLAN 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 LBS. 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. Project Address: FINISHED 6'— 56655 ROUTE 25 GRADE� T_1.��5'— SOUTHOLD SUFFOLK COUNTY, NEW YORK x X PROPOSED 2' 3 PAVEMENT RECEIVED County Tax Map Number. Contract Number: • 1000-63-3-15 Regulatory Reference Number. X", OCT 17 2023 18' < Southold Town Tile of Drawing: #5BAR Planning Board Kenworth T880 Single Unit Tanker (CONTINUOUS) 4 TRANSPORT-TANKER TRAILERS PROPOSED SITE 8- CIRCULATION tN CONCRETE TO BE 4,000 PSI @ 28 DAYS LOAD CAPACITY AT LEAST 75,000LBS PLAN AND DETAILS FOR EMERGENCY PURPOSES MOUNTABLE CURB DETAIL Drawing Number: SCALE: NTS of NE41 A\ R 0 C EW 0 4 12 71 Q_ C !2 E > PROPOSED TANKER DETAILS Sheet Of 092523 7 24 SCALE: NOT TO SCALE' ss' PWG[Project Number: ul Unauthorized alteration or addition z F to this drawing and related documents AVG1601 �q w NYSDOT CASE NUMBER 97500 is a violation of Section 7209 RELOCATE LOC T DRY FRAME N t- - o of the New York State Education Law COD 0 NOTES: END ROAD WORK 1. INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD END UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK LASTING MORE THAT 1 HOUR. ROAD WORK ❑ 50'-100' 2. NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER DOWNSTREAM SPACE. TAPER 3. XX IS THE EXPECTED OVERALL LENGTH OF THE OPERATION TO BE COMPLETED WITHIN THE WORK DAY. A SUPPLEMENTAL DISTANCE PLAQUE W7-3a SHALL BE USED WITH SIGN W20-1 WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK MAY BECOME GREATER THAN 2 MILES AS A RESULT OF THE Strategic Environmental and Engineering Solutions FOLLOWING SITUATIONS: -MULTIPLE WORK LOCATIONS ARE ANTICIPATED WITHIN XX MILES FROM THE W20-1 SIGN ❑ 50'-100' ❑ -WORK AREA WILL BE RELOCATED DURING THE DURATION OF THE WORK WITHIN XX MILES FROM THE W20-1 '� `` - ® • ' • _. �' '� DOWNSTREAM CHANNELIZING DEVICES SIGN r 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 ❑ C 410A PLACED EVERY TWO MILES INDICATING THE DISTANCE FROM THE SIGN TO THE FARETHESE WORK LOCATION. Bohemia . NY . 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 10' MIN 5. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 20' IN THE ACTIVE WORK SPACE. E-mail: INFO@PWGROSSER.COM ROLL AHEAD DISTANCE 6. CHANNELIZING DEVICES SHALL BE PLACED TRANSVERSELY A MINIMUM OF EVERY 800'AS SHOWN WHEN A (SEE TABLE 410-04) PAVED SHOULDER HAVING A WIDTH OF 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 I THAN 800'. (SEE TABLE 410-04) 7. THE PROTECTIVE VEHICLE(S) SHALL MAINTAIN THE APPROPRIATE ROLL AHEAD DISTANCE, BE AN UNOCCUPIED TRUCK POSITIONED PARALLEL TO TRAFFIC, PARKING BRAKE SET, PLACED IN 2ND GEAR(MANUAL TRANSMISSIONS/ENGINE OFF) OR PARK/NEUTRAL(AUTOMATIC TRANSMISSIONS)AND HAVE THE FRONT 0 o WHEELS ALIGNED WITH THE LANE STRIPING. o 0 8. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM. NO LANE CLOSINGS ARE PERMITTED ON -71 WEEKENDS OR HOLIDAYS. NIGHTTIME LANE CLOSINGS WIL NOT BE PERMITTED WITHOUT PRIOR APPROVAL 0 o FROM THE STATE PERMIT INSPECTOR. 0 01 :1 A 9. PEDESTRIANS TO BE ACCOMMODATED ON SITE DURING CONSTRUCTION, WITH A 5'WIDE ADA COMPLIANT PASSAGE, SO THAT THEY DON'T HAVE TO CROSS TRAVEL LANES OF TRAFFIC. DETAIL 410A: SEE NOTE 6 NOTES ON NIGHTTIME WORK: BUFFER SPACE N1. WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS. (SEE TABLE 410-02) N2. ALL SIGNS, STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTROL TRAFFIC SHALL BE RETROREFLECTIVE. N3. ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN ACCORDANCE SHOULDER TAPER ❑ WITH §107-05A HIGH VISIBILITY APPAREL AT ALL TIMES. (SEE TABLE 410-02) N4. VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DISPLAY ROATING AMBER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. END THIS SIGN SHALL BE LOCATED A MINIMUM A ROAD WORK G20-2 DISTANCE OF 80 FT. ANDMAXIMUM OF 400 FT. N5. LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT ROAD (SEE TABLE 410-01) PAST THE END OF THE DOWNSTREAM TAPER CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. N6. LEVEL II ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS, ASPHALT PAVING, MILLING, AND CONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS, INCLUDING BRIDGE DECKS, 50 FEET AHEAD OF AND TABLE 410.01: ADVANCE WARNING SIGN SPACING NO ROAD 100 FEET BEHIND A PAVING OR MILLING MACHINE. NO SHOULDER W8-23 WORK W20-1 ROAD TYPE DISTANCE BETWEEN SIGNS SHOULDER YY N7. LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK FILLING, JOINT REPAIR, PAVEMENT PATCHING AND REPAIRS, INSTALLATION OF SIGNAL EQUIPMENT OR OTHER A(FT.) B (FT.) ELECTRICAL/MECHANICAL EQUIPMENT, AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS AND URBAN L 30 MPH*) 100 100 EQUIPMENT. URBAN (35-40 MPH*) 200 200 NEXT W7-3a SEE NOTE 3 ROAD WORK N8. ALL LIGHTING SHALL BE DESIGNED, INSTALLED, AND OPERATED TO AVOID GLARE THAT AFFECTS TRAFFIC ON B XX MILES ( ) NEXT XX MILES G20-1 (SEE NOTE 4) URBAN L45 MPH*) 350 350 THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE ROADWAY. (SEE TABLE 410-01) RURAL 500 500 PRECONSTRUCTION POSTED SPEED LIMIT N9. PRIOR TO THE START OF NIGHTTIME OPERATIONS, A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING PLAN IS 2400 LB PROTECTIVE REQUIRED FOR APPROVAL. — VEHICLE TMIA00 WORK AREA >> ROAD SEE TABLE 410-03 N10. SEE NIGHTTIME SAFETY BULLETIN, HDM §16.5.7, &SSTANDART SPECIFICATIONS §619 FOR ADDITIONAL 10 REVISED PER NYSDOT COMMENTS 02/03/2023 TABLE 410.02: LONGITUDINAL BUFFER SPACE AND TAPERLENGTHS WORK REQUIREMENTS AND CONSIDERATIONS. 9 REVISED PER TOWN COMMENTS 12/21/2022 YY 8 REVISED PER TOWN COMMENTS 1/23/2022 CHANNELIZING DEVICE 0 0 7 REVISED PER NYSDOT COMMENTS 09/15/2022 SHOULDER TAPER LENGTH: L/3 6 REVISED PER TOWN COMMENTS 02/15/2022 TAPER LENGTH: L(FT.)/*OF SKIP LINES/ SEE TABLE 410-05 ARROW PANEL PRECONSTRUCTION LONGITUDINAL *OF CHANNELIZING DEVICES (FT.)/*OF SKIP LINES/*OF ( ) 0 o (CAUTION MODE) 5 ADDRESSED FEIS COMMENTS 05/11/2021 POSTED SPEED BUFFER SPACE CHANNELIZING DEVICES 4 REVISED PER CLIENT'S REQUEST 02/18/2021 DISTANCE (FT.)/ �I 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 (MPH)LIMIT MPH `117 *OF SKIP LINES FOR LANE WIDTH IN FT. 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 (LATERAL SHIFT OF TRAFFIC FLOW PATH) FOR SHOULDER WIDTH Number RewsionDescripGon Revision Dale 10 11 12 <4 FT. 5-7 FT. > 8 FT. W WORK ZONE TRAFFIC CONTROL Designed By Te Date Submged 01/20/17 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 Date Created W W TWO-LANE TWO-WAY ROADWAY TELT 08/23/16 30 200/5 160/4/5 160/4/5 200/5/6 40/1/2 40/1/2 40/1/2 =O > > O Approved By scale 35 250/6 200/5/6 240/6/7 240/6/7 40/1/2 40/1/2 80/2/3 U) cU) SHOULDER CLOSURE Client BG AS SHOWN 40 305/8 280/7/8 320/8/9 320/8/9 40/1/2 80/2/3 80/2/3 INTERMEDIATE TERM OPERATION THE ENCLAVES 45 360/9 440/11/12 520/13/14 560/14/15 80/2/3 80/2/3 120/3/4 N.T.S. 56655 ROUTE 25 50 425/11 520/13/14 1 560/14/15 1 600/15/16 80/2/3 120/3/4 160/4/5 SOUTHOLD, NY 55 495/13 600/15/16 600/15/16 1 680/17/18 80/2/3 120/3/4 160/4/5 Project: TABLE 410.05: CHANNELIZING DEVICE APPLICATION FOR INTERMEDIATE-TERM STATIONARY WORK SITE PLAN TABLE 410.03: PROTECTIVE VEHICLE REQUIREMENTS ZONES NON-FREEWAY WORK ZONE PROVISIONS z MUTCD COMPLIANT CHANNELIZING DEVICE Project Address: 56655 ROUTE 25 CLOSURE TYPE ROAD TYPE &SPEED >45 MPH 35-40 MPH < 30 MPH a w SOUTHOLD EXPOSURE CONDITIONS INTERMEDIATE-TERM co z SUFFOLK COUNTY NEW YORK STATIONARY WORK ZONES WW CD w WORKERS ON FOOT OR INVOLVE WORK THAT v O z Cif Cn co III z w W I j W 0 County Tax Map Number: Contract Number. Y Y p RECEIVED 1000-63-3-15 VEHICLE EXPOSED TO P, TMIA P, TMIA SEE NOTE 2 OCCUPIES A LOCATION v RegulatoryRe(erenceNumber: LANE CLOSURE OR TRAFFIC z Ov Q Q Q N Q ENCROACHMENT FOR MORE THAN 1 W ? p O a a _ 0 O W W Title of Drawing: OTHER HAZARDS NO DAYLIGHT PERIOD UP TO 3 z a Q a a a Q a Q P, TMIA SEE NOTE 2 SEE NOTE 2 CONSECUTIVE DAYS OR W p p g z 0 W v m OCT 17 2023 g _ g > — _ WORKERS EXPOSED NIGHTTIME WORK THAT U z I- I-- m m a O a W Sout of Town qff f- WORKERS ON FOOT OR OCCUPIES A LOCATION X > W c~ > j j a- Planning Board 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 SHOULDER/MERGING/ 20 FT. * X X TRAFFIC CONTROL ENCROACHMENT OTHER HAZARDS NO SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 SHIFTING TAPERS 40 FT. X X SIGN NON-FREEWAY FREEWAY N 2 PLAN WORKERS EXPOSED MARKING FOR N/A X2 X X 2 G20-2 36X18 48X24 W X > LEGEND TRANSVERSE BUMPS W20-1 36X36 48X48 � TRANSVERSE DEVICE W21-5 P: PROTECTIVE VEHICLE REQUIRED FOR EACH CLOSED LANE & EACH CLOSED PAVED SHOULDER 8'OR WIDER, IF 36X36 48X48 — Drawing Number: WITHIN CLOSED TRAFFIC 800 FT. X X X X X o OF NE THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE, THE PROTECTIVE VEHICLE SHALL BE LANE AND/OR SHOULDER �F, W y W7-3a24X18 36X30 REPOSITIONED ACCORDINGLY X 36X18 48X24 NDREw ,'O� a REMOVAL OF EXISTING 80 FT. G20-1 �' P - TMIA. TMIA REQUIRED GUIDE RAIL 40 FT. X X X X X 0 * y * ® 04 w WARNING FLAG 18X18 18X18 o NOTES: NOTES: X=ALLOWED, BLANK= NOT ALLOWED, 0= OPTIONAL *SEE NOTE 5 ON THIS SHEET. 1. THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT 1. -A TYPE 1 OBJECT MARKER MAYBE USED IN LIEU OF CHANNELIZING DEVICE. *FREEWAY SIZES MAY BE USED ON NON-FREEWAY, IF SPACE Sheet of 41p 2. EITHER A PROTECTIVE VEHICLE OR THE STANDARD BUFFER SPACE SHALL BE PROVIDED 2. -CHANNELIZING DEVICES SHALL BE EQUIPPED WITH A FLASHING WARNING LIGHT. CONSTRAINTS DONOT EXIST. `r�� /0-925 3 ��� 8 24 Ci A�Or Ess' PWGC Project Number. a ui iii Unsdra ing ad relatedon docadduments AVG1601 to this drawing and related documents NYSDOT CASE NUMBER 97500 of the New York State on of Education Law 0 o a \l l` II I Lu `•�1, LAI'!D N'011;;N OR FORMERLY OF 1, i,;, li II LL_ _- r i p <1 TOWN HARBOR Af`ITHONY FORG1ONE li UJI 1131U S.C.T.Pu1, NO. 1000-63-03-17.3 - - ( LANE IMPROVED CONNECT ED TO PUBLIC WATER � a� � c, a ,c ( ) L AND NOW OR FORt'.1ERLY OF LAND NOW OR FORMERLY OF ? O VALERIE M.SCOPAZ �I I won VINCENT DOLOP„ITE&ILEANA DOLOMITE � o " a S.C.T.M. NO, 1000- 3-03-16 i MPW POOL \ I (n S.C.T.P,1, PCO. 1000-63-03-17.4 ,x, �,, (IMPROVED,CONNECTED TO PUBLIC WATER PROPDI ED PERVIOUS._...._..- _..._.. PF?�pOSED � � � ��� V` (IPv1€�'C`�OVED;CONNECTED TO PUBLIC WATER) 0 � '`�- ) RESTAURANT PARKING H!GHS'Or "`',: � '' e; 50'TURNINGRADIUS i I! EXIS1",^C: Cit .�2^v z WITH NETTING I- dam. 0 a......p..._-, WOOD POSTS (GRASS) FENCE rn C8 P-2 PROPOSED 6.5'HIGH LINE OF EXISTING EXISTING 1 STORY FRAME PoM 2s.a PROPOSED 6.5'HIGH JOL $ (' STOCKADE FENCE DRNEWAY TO BE SHED TO BE RENOVATED AND I REMOVE PRO:101£D G,5 c LCB Dd REMOVED \ WOODEN STOCKADE FENCE m .._.1 h-- _.._ o a INCORPORATED INTO MAIN REMOVE ``• HIGH STocr,f•Cz m E2 EXISTING PROPOSED FIRE W/ACOUSTIC BARRIER 1 F*:IST!'a'^ l wM z5.e I STRUCTURE ,7 DI0. all Strategic Environmental and Engineering Solutions FENCE PROPOSED ---...-_ =-FENCE � CS, i.u I DLP LS-7 c �_ �;! FENCE HYDRANT I CART PATH Y RIM 26.0 �` ' ff: •� f vz 17 EFFECTIVE I 28 z --�;' y \ 310.00' DEPTH NYSDOT TYPE 3 29 ��a n17 EFF 32 29 1 622.78' ; 28\ 1-rn t I EPrHEC c $07°44'40"E DRIVEWAY ENTRANCE 1 30 S07°38'10"E / -�� \ -- �_ _._.-_ __-. __ - gf's'! SIGN 50 TURNING RADIUS NA 1 _ 0... :.�_n _. .. _... ...... .... EXISTING WELL --n tk:tCt. --WdDLP 8-13 0?tor,,s:it}fettre _ -LJW - _.... _ - ....._ �.RIM 28.0 vrba n P NEW PROPOSED BE f ' 1 r: ds fe11c� PU • � ::•:•:•:•::•:•::' DRIVEWAY-�-. ,.y..,�-.-wi_ .. __.._.. .__...._ _......_ 12'DIA. �� I � r.'�RE RPOSEDAS ,? RDH 1 ..�._ .. ..._-___.. .._.-. d 12'EFFECTIVE .•:•'• •:•J , DEPTH RIM .0 .:{:i:,:.:.:.: ':no - .._.,.: -- W 26 Johnson Avenue. . Suite 7 LPA-5 y \ -� N 11-0 RDH B-2 VDI .:•:•:G>:•:':-i>u°, .._...;:«„:.�,,,:,:. -.. /,'",."".::: ..:..v \E IRRIGATION WELL � 630 i 1 LCB A-4 LU 9'EF ECTNEDEPTH �',,,.=g - - ' 1- Bohemia • NY . 11716-2618 RIM les °` ''h''}.'C:;,: ?::"}i'`'y :;:•c:`. p PAM 30.5 12'DIA EPTH - :-?}inn •.•.•.I.... .!•'•{.•:..,•. .-.}}:!.:!•:•:i 1� O O 12,E ♦ 17 EFFECTIVE DEPTH 17EFFECTIVE DEPTH y .:::::':?I ::`n`� .___,...... .__ - -•_- ip Phone: (631) 589-6353 . Fax: (631) 589-8705 O 17 EFFECTIVE ♦ I ........ �� V 'SUP O -�� °o .....__�._..-..-.�.�-r_. .. 2 Q (SEED TAONDWG.NoA702HALT E-mail: INFO@PWGROSSER.COM Z \\ ♦ ! a is �, ) • � o L_. ??:�: :':::': a i GTO 2 STORY 'J STRUCTURE TO REMAIN 2 PROPOSED EVENT RM. _: ° wd PROPOSED RESTAURANT I SIGN 1re6FEcnvE z PROPOSED HOTEL 2 26.5 ?:-�. BARB cE, w� a W/BASEMENT /. cb CONCRETE SIDEWALK CONSULTANTS PPPPttttHHHH , NO BASEMENT) �. NYSDOT DE „� 0'MI TWO(2)STORIES W/BASEMENT ` >: AREA z s 4 SEATS RDR at T ITEM 680.0101 4,472 SF s -• 10'MIN. 26,272 SF "" "" _/� w ,•ar � I------�� FF:27.5 wM25.75 �.•- ._-._`�' % 'try W ... i i i 28 26 to'DI0. 1 \O FF EL.32.0' ___...._._.._. \O :.................,........ ._ f I 9'EFFE � , ............ o ir� ------- e - _...__ _ :...._�_:..::.c:._..__c:._:__..___.__... � '���i � _I i OSEDADDITIONTO D v, o ';:'` EXISTINGSTRU d 29 a x©€, :=== g 26 TOPSOIL-ROADSIDE >c - ?:::•ii G - RIM 26.5 o ;. ni, 491 SF mm 15'6' G >:.:.:: :' ? b Z Z NYSDOT ITEM 610.1402 V DIA. t n I 91 EFFECTIVE •••'j' 8 t�) - Q d TURF ESTABLISHMENT-ROADSIDE f; y 4 DLP B-14 DEPTH WALKWAY 3; -J J at NYSDOT ITEM 610.1601 RIM 28.8 'ri}: v}::•:• in r, o..:::.::::::::.:::::�.... �E �.:•:. •.•: n,i _ 3 PROPOSED PERVIOUS � t ` i ° i ?... : ..... 3 8!EFF y R a not �rnaoaoanonor�a oauoacnnca00014 -.T - -. _- 3 RESTAURANT PARKING ° Z SIG NYSDOT TYPE 751 I t r, n \ P DIA. 3 BEFFECTIVEDEPTH 3 _ 3DRIVEWAY 1 tST.P.i n a I .. ..i wM 30.5 . . ... 3 3 Ta et,:,c ga.aa' ,h- 5 PAVF3k -A' DLPDB (GRASS) 50 1 t$J.P y m LAWN I SCULPTURE c c r r c n/ 3 PoM 25s _ O ENTRANCE 25 X F.E. 1'. " �n.;:e :_-.- BEFF C EPTH M F cc tlC Cz� 3 3 17 DIA __ no POOL --- - RDEN u n 3 3 - 17 - :-: . .-_..: - _ __.__ fl sP SWIM GP A M DLP CS t uec: " �- ' LCB 0.2 EFFECTIVE DEPTH '- ��" isi:. e �'.,.•.•.•::S DRAIN nu ❑ccr= � :::�•••-' I ,.r �[,, - ,zFFFEcoErlx \F RIM 26.0 r.r aaI RIM 25. I::::.f.,r..z-.•.:::.:::•--'-- "---.-''<i (n pR�PO..D.,, I I 27 orPau- \ _n uz� O .. .. ...... ......I t2'DIA 11 I: : ... 50'TURNING RADIUS 1 cc- :`:? _,': t7 DI0. ,CONCRETE ':._.:;:i :!j W wuzB.e•ola T EFECTNE i Q ,,,,�R �} sEsxEcnvE OEan, \M DEPT a DEPTH :::WA$MC!l'jT::i:• -•-:-':'-:'.: -i:::::+' �f x'!k00t)':'' ..Arr a... \ , FA H� QEPTH !j}..r.-..... '•'-'-'.'r'-'v'. -'-.�.�r.v:a: �� 1 PA 10 a O °rPet GRADE EL.30.5' nr.r LC t>-3 } sa- s ORIM Iy-1 PROPOSE C� \ sEFEcmEOFrrM �� �cL RIM 25.9 �D�5 .LCB DS - 12' PARKING • `"' ` ,row _ \-_\ o j a 12:DIA NEW PROPOSED DRIVEWAY 17 EFFECTIVE DEPTH RIM 25.8 Q' : W Z Z a S - aEFFEGiNE�EP1a 'cA 1G[ i 12'EF f.S Z J M AND PARKING COTTA E 1 12'EFFECTIVE DEPTH X ��q3,3• AREA HOT 1. 669 SF \ ° '. 12'EFFECTNE DEPTH 1 U LL V p• TUB -" CHESS BOARD p - o t _ : ___ _ _ ::. _ MIN s s \ ® z \ p \ M n:. a .: _.._�......_ _......._ _;_. - u 50'TURNINGRADIUS r• "�' --_--=-::-__--_-___ _. VER ` 6 m wM o.s P L CABANA E Mm $ i ♦ ....n,..,.,,-.-,.._6_RD g�� 3 \ __TW: � GATE EL�EV:27.2 ` '---F�' F M � P I��. F' F :`' FP'_.L_� .=re-�--M °A M- _M �- M G F- \ :.Y, n G n G ^Fr-L-FP iPM' f sEErECTr�( BW:2725 BW:27� DECORATIVE a ,_r:, n cno SHED: ♦ I ¢ _.._.._ n :nun - �- i i- ♦ 09"u •5 iloan +--NO '20" ^ 178.00' 3 POND o f i?: n -..... ^ CB P-1 Cb \Jnnn Rim 25.8 ?' \ 32 ° ¢ __ -. - OR DRAIN \ n! i......-_.._.-_:...M__-_.� f. GRAT ELEV:27.2 26.5 'no �) \ LCB Ae \I COTTAGE 2 a: D Q RIM 31.8 ♦ g q HOT 669S PROPOSED 2.5'H a PROPOSED 6.5'HIGH u t ._.-.: 'b` a TUB \ ¢: ❑ o u 1r DIA. --.-• _.._: es" ¢ AINING WALL a 2i,"n n WOODEN •5 EFFECTIVE DEPTH - - ". r' z =: �_. \__....... +E(_ ?.25 \ FF EL.32.0' / 3 ., t �,�' ; i o -.. __.,-....._. ...._.moi STOCKADE FENCE Z _._GRADE EL.27.5' Clio :.:•r.. \ of HOT fn to n o --_...-- a _ ND NO LY OF � ¢ ._...•-..'.,` (', TUB � � � n e\ 'j u ',� 'u - LL ? m " POND DRAIN n r.:c �;rt n Inas " w �___ .:.... .........�. RDH A•7 � a ch LA NOW FORMER LL � a- RIM 29.25 O aC O Q l' - O PoM 30.5 - -- �- -- K Y .:x n �„ a❑ Q , o COTTAGES - -R E- ,rD1A S a ur G '.a n Q nnr EUGEN TOMASIC&MIRELLA TOMASIC oo I it m HOT 669 SF 8'DIA. N POOL AREA RIDGE i c n n n c DLP C-8 PROPOSED 12'EFFECTNEDEPTH I S.C.T.M. NO. 1000-63-03-14 I a o sl TUB f 6'EFFECTNE or o n o In : (IMPROVED,CONNECTED TO PUBLIC WATER) , a STANDPIPE I l o o 0 12'DI0.IM 26 5 DLP&10 in S „c i o r� a ° 1'EFFECTNE DEPTH i W RD C µ - _ O Lu GRADE EL 27.5 \ i ot y a ;u c W Cb \ PLAY COURT " - " SEFEC �COORDRAIN HOT 3 cc a- o " DEPTH ELEV:27,2 TUB \ o : a o v _ ® T--- FLOOR DRAIN RDHB3 \ DLP CE nc of !:; a of w ___..__.. I. O G 1 R 1 ! COTTAGE 4 --. .2 RIM 29.5 RIM 26.3 �i r e I:` r7 0_ ,G a RATE V:27 ' " • HOT - 12'DIA. n r, ,L (,'-?' n' n c O " } W TUB 669 SF •3D RAMP DLP 8-9 12'EFFECTIVE TEF ECTIVE •r..t, Z ,T. o „ c d ' PROPOSED a a __ 17 DI0. DEPTH 3 28 DEPTH a n b r. t M ..TW .5 RAMP TW'30 5 11 LIRR i� 22LALAND BANKED, r �'�' ' 5'EF CTIVEDEP n e o.,,., } r^ - LOCUST LANE N BANKS PARKING C, - PROPERTY " 10 " \� WALKWAY uu ut auc...uu ❑ nu: cccuuaoauu auu:. r- ;y" AREA �" " -_.__-_- acooc. noonaoaa rocccauao �a GRASS PAVED WALK AY is;oaucocoo anacnucoca;, i� of h®ego LINE Z LCB 85 -'Y-:_.:_- .. _..... - R n[( c= o 000 --n Q \ U 12 I -. .. .. +� ` - ileo❑ 26 .. ._ RIM 31.25 wM 29.5 ua✓' ;paoa f ! } W " ,� i•" ° r•Mr�� 17 DIA. - _ _ :. 17 DIA. n" - •u a o a r a CEFFECTIVE DEPTH i 30 _ 17 EFFECTIVE DEPTH crt•e�rnrrt�s. _ ,,, u a u LCB C-3 {�n u a n " •W "f `W"• �,f' I U• U. U• �sTuuuoununuananr:y {,q$S^�P, VE '>> lilou000cauannyr,� uau \ DLP B/12 =::r.-E C7 a t?q p a]a-n A_k m r�,:. u,. SF,.: 1 R;�,_q n;n.,r",�p r acre•" 1w2 oiA.s '�o o LAND LY OF o GARBAGE \� r p L BA1 -' LCBA I --- -- -f RIM?S.8 \\ I NOW OR FORMER _ NEW PROPOSED DRIVEWAY DEEFFECTIVE ;�° AREA _ -' W, It""'°'" '\ --_8' FIFECTNE DEPTH 29 6n JANET L. RYAN PoM 31.8 I RIM32.0 \ 34 o;T " ti0 DLP A-2 12'DIA. �,rn 12'DIA. N +( xpEPTH n i E cb aaana`; k, CTM NO 000 63 03 13 `" 17 EFFECTIVE DEPT\ 1 12'EFFECTIVE DEPTH 31 / , �, .c�a a a o n i; A o I SIGN S 1 \ RIM 31.8 32 PROPOSED PARKING AREA , ; , auaa d ! ( PROV ONNECTED TO PUBLIC WATER) 17 EFFECTIVE \ W I `¢..:::�:::::::::.::::::.... .._._....,..... .. .-.-..�- \ .1 u n n u❑ �' ED,C Ii .._.._-...-.__. DEPTH ' �r.:,\a s� Q'� I n a u a a� I „r-fiL�cEee aiaruriiuuriuuauv3uoua; 'vii GRASS PAVERS .aTu,. p• ( rya 'i .....� 27 n , i I LCB B�6 .., ____....:: .,,....,.-,.-... j I is d O i I i RIM 31.25 h _7: ... ____ _........... _._..... .... ..._..._..._ 12'EFECTNE DEPTH DLP C-7• co �L..... RIM 27.5 i co _'-_..._ _._..0..._. ...... -.�._ ............._. .--.... ___.-_ _-_........ __..-_ ITCIA......... .. 34 -a-a- a o a-o-- o o--a--�- o o-o--n--a----o---o-a--a o o 'o---o--n--a----a-a o o-�-- 7'EFFECTIVE DEPTH �--_ E-::::.-:.;___ 7 I 1 N05° 'S0°W -a a a a -a--a--0--�- / 616.57' I 11 \ 33 o PROPOSED 6.5'HIGH \ / ' - 28 0 \ - WOODEN 1 REVISED PER NYSDOT COMMENTS 02/03/2023 a STOCKADE FENCE 29 9 REVISED PER TOWN COMMENTS 12/21/2022 r / 30 1 8 REVISED PER TOWN COMMENTS 11/23/2022 !! t 7 REVISED PER NYSDOT COMMENTS 09/15/2022 LAND NOW ES FORMERLY OF PROPOSED GRADING AND DRAINAGE PLAN f _ 6 REVISED PER TOWN COMMENTS 02/15/2022 - 5 ADDRESSED FEIS COMMENTS 05/11/2021 CHARLES W.WITZKE 32 SCALE: 1" = 40' ; S.C.T.M. NO. 1000-63-03-28.1 SCALE: 1" = 40' .--: ,_:::-.::_-_-::....-_. (! ji 4 REVISED PER CLIENT'S REQUEST 02/18/2021 N05°30'5 "W (IMPROVED,CONNECTED TO PUBLIC WATER) ! i` 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 51.34' if 2 ADDRESSED DEIS COMMENTS 07/17/2019 (I 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date Designed By Date Submitted TC 01/20/17 Drawn By Date Created TQLT 08/23/16 Approved By Scale BG AS SHOWN Client THE ENCLAVES ,....._tl �....._ �........{ r......, T...v }...::::�--`........ 56655 ROUTE 25 LLL / _ THOL , NY ` I S ` I� L U L L I _ ' :. �a Pro Ct I , ! f DRAINAGE AREA IS, L� l- �_ L r� DRAINAGE AREA'A' - y DRAINAGE }� _ IT , � � � �,� �� S E PLAN DRAINAGE AREA ICI I ;,_ Project Address: ` _. 25 } 56655 ROUTE SOUTHOLD LL - l - I_ SUFFOLK COUNTY, NEW YORK L LL / I Count Tax Ma Number: � I � Y P Contract Number: Ati ❑ �_ �-_ L L_^ I - - 1000-63-3-15 `--1- ! - I HV� Regulatory Reference Number. tl fDrawing: 1 j ' j / _._.... .--. ....._.__ .........._. .__ R _f Tile o ' - - - LLL LL LSoutho'la 223\ PROPOSED SITE � Town Planning Board N ' l ( ........ ................ ........ NAGE .\ y . � AND GRA DING PLAN w PROPOSED GRADING AREA MAP Drawing Number. SCALE: NOT TO SCALE ��-OF NEWy DREW t; O,0, N W o� �0 12 v W r m � E Sheet of p 0925 3 �\ 9 24 a" EEli li A�Of Bs10 PWGCProject Number g M Unauthorized alteration or addition Q F to this drawing and related documents AVG 1601 w w NYSDOT CASE NUMBER 97500 Is aviolation of Section 7209 Ei o of the New York State Education Law o a 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 77 1 . , -1 1 - °r 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 2"/12"x 1.00 = 2,661.83 CF CONCRETE WALKS: 2,870 SF x 2"/12"x 1.00 = 478.33 CF CONCRETE STEPS: 477 SF x 2"/12"x 1.00 = 79.50 CF ASPHALT: 13,069 SF x 2"/12"x 1.00 = 2,178.16 CF CONCRETE CURB: 615 SF x 2"112"x 1.00 = 102.50 CF COTTAGE ROOF: 2,676 SF x 2"112"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"/12"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"112"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 2"/12"x 1.00 = 4,167.00 CF CABANAS: 600 SF x 2"/12"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"112"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)V DIA,x 9 EFFECTIVE DEPTH LP'S DRAINAGE LEACHING POOLS DRAINAGE LEACHING POOLS CONCRETE CURB: 420 SF x 2"112"x 1.00 = 70.00 CF = _(2)x 42.24 CF/FT x 8 FT. 760.32 CF TOTAL REQUIRED = 9,334.82 CF ASPHALT/CURB: (2)12'DIA.x 12'EFFECTIVEDEPTH LP'S ASPHALT/CURB/CONC: (4)12'DIA.x 12'EFFECTIVE DEPTH LP'S COTTAGE ROOF: (2)8'DIA.x U EFFECTIVE DEPTH LP'S = _ _(2)x 100.88 CF.FT x 12 FT 2,421.12 CF =(4)x 100.88 CF/FT x 12 FT. - 4,842.24 CF =(2)x 42.24 CF/FT x 6 FT. = 506.88 CF DRAINAGE LEACHING POOLS TOTAL PROVIDED = 3,181.44 CF REST.ROOF: (1)10'DIA,x 8'EFFECTIVE DEPTH LP'S ASPHALT/CURBS: (5)12'DIA.x 12'EFFECTIVE DEPTH LP'S - =(5)x 100.88 CF/FT x 12 FT. = 6,048.00 CF HOTEL ROOF: (4)12'DIA.x 12'EFFECTIVE DEPTH LP'S =(1)x 68.42 CFJFT x 8 FT. - 547.36 CF HOT TUBS/CONC.WALK: (1)10'DIA.x V EFFECTIVE DEPTH LP'S =(4)x 100.88 CF/FT x 12 FT. = 4,842.24 CF TOTAL PROVIDED = 5,389.60 CF _ DRAINAGE AREA PERVIOUS-49,499 SF (1)x 68.42 CF/FT x 8 FT. = 547.36 CF ASPHALT/CURBS: (2)17 DIA.x 12'EFFECTIVE DEPTH LP'S TOTAL PROVIDED = 7,102.24 CF (2)x 100.88 CF/FT x 12 FT. = 2,421.60 CF POOL AREA: (4)17 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.AREAMALK: (2)8'DIA,x V EFFECTIVE DEPTH LP'S GRASS PAVERS: 5,785 SF x 2"/12"x 0.30 = 289.25 CF DRAINAGE REQUIRED (2)x 42.24 CF/FT x 8' = 675.84 CF GRASSILANDSCAPING: 43,714 SF x 2'/12"x 0.30 = 2,185.70 CF TOTAL REQUIRED = 2,214.95 CF GRASS PAVERS: 854 SF x 2"/12"x 0.30 = 42.70 CF TOTAL PROVIDED = 9,939.28 CF GRASS/LANDSCAPING: 20,695 SF x 2"/12"x 0.30 = 1,034.75 CF DRAINAGE AREA PERVIOUS-52,660 SF DRAINAGE LEACHING POOLS TOTAL REQUIRED = 1,077.45 CF DRAINAGE REQUIRED PERVIOUS: (4)12'DIA.x T EFFECTIVE DEPTH LP'S DRAINAGE AREA PERVIOUS-44,334 SF =(4)x 100.88 CF/FT x 7 FT. = 2,824.64 CF DRAINAGE LEACHING POOLS 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"/12"x 0.30 = 2,633 CF DRAINAGE REQUIRED =(1)x 100.88 CF/FT x 12 FT. = 1,210.56 CF 9 REVISED PER TOWN COMMENTS 12/21/2022 TOTAL REQUIRED = 2,633 CF TOTAL PROVIDED = 1,210.56 CF 8 REVISED PER TOWN COMMENTS 11/23/2022 GRASS PAVERS: 525 SF x 2"/12"x 0.30 = 26.25 CF 7 REVISED PER NYSDOT COMMENTS 09/15/2022 DRAINAGE LEACHING POOLS GRASS/LANDSCAPING: 43,809 SF x 2"112"x 0.30 = 2,190.45 CF REVISED PER TOWN COMMENTS 02/15/2022 5 ADDRESSED FEIS COMMENTS 05/11/2021 TOTAL REQUIRED = 2,216.70 CF GRASS: (1)12'DIA.x 5'EFFECTIVE DEPTH LP'S _(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 12/9/19 04/08/2020 =(2)x 100.88 CF/FT x 12 FT = 2421.12 CF PERVIOUS: (2)17 DIA.x 12'EFFECTIVE DEPTH DLP'S 2 ADDRESSED DEIS COMMENTS 07/17/2019 TOTAL PROVIDED = 2,925.52 =(2)x 100.88 CF/FT x 12 FT. = 2,421.12 CF 1 IREV.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 56655 ROUTE 25 SOUTHOLD, NY Project: SITE PLAN Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number. Cordract Number. --~ 1000-63-3-15 RECEIVED Regulatory Reference Number. - -- - -� Title of Draining: OCT 17 2023 BoutTown Planning PROPOSED SITEg Board f DRAINAGE z AND GRADING PLAN W Drawing Number. rr�'Z ' NEw REW �0� r mm E 4/ > Sheet of 4 0925 31024 p�Or a r ES 810 PWGC Project Number. Unautiarized aReration or addition NYSDOT CASE NUMBER 97500 lothis drawing and ofSecrelated on7209documents AVG1601 W is a violation of Section 7209 �o of the New York State Education Law o 3 a o. B-1 B-2 B-3 B-4 (EL.26.01t) GROUND SURFACE (EL.28.01±) GROUND SURFACE (EL.28.0'±) GROUND SURFACE (EL.30.0'±) GROUND SURFACE A 1 DARK BRN. , , , A 1 DARK BRN, , , , 1 DARK BRN. , , , 1 DARK BRN. , , , 1 ORGANIC LOAM ' ' ' 1 ORGANIC LOAM ' ' ' 1 ORGANIC LOAM ' ' ' 1 ORGANIC LOAM ' ' ' " 1 I , 1 215 OL rn 6 1 15" OL 6 i i i 1 1 16" OL 6 i i i 18�2/1 17" BRN.SANDY SILT 2 DARK BRN-BRN. � � I 1 ' I I 1 BRN.SANDY SILT � ' ' DARK BRN.-BRN. I I , I , , B 2 SILT LOAM,TR.SAND 1 , I B 2 11 I B 2 LOAM,TR.GRAVEL, 1 I I LOAM,TR.ROOTS • • • SILT LOAM, , , , OTS 1 (OL I til i i i 2 TR.SAND,ROOTS i i i 3 (OL)(6) ' • ' 4 BRN,SAND, • : • 2 n BRN.SANDY SILT ' ' ' 2 �� (OL)O ' ' ' 4 n • • 4 n TR.GRAVEL,SILT • • 2 16 2 17 2 18 LIGHT BRN.SAND, 2 16 6 LOAM,TR.6) • 3 ° • ° 3 TR,GRAVEL,SILT IT ' . 6 SP i1-_ • • Strategic Environmental and Engineering Solutions B 8 OL) 6) • . • B 2 SAND,TL GRAVEL, o 0 55 (SP)(3b) • 7 • • • • • LITTLE SILT Y81811 • ' • 4 (SP-SM)(6) • • • 5 • ' . 5 • • .LIGH GE • 5 • 5 •3 ' • ' 3 518" SAND,TR.GRAVEL, ' • ' 3 6 19" • • • 3 5 18"LIGHT BRN.-ORANGE • • • Y10 LIGHT BRN.SAND, • . �81 • • 5 . • 6 SAND,TR.GRAVEL, . •• SILT . LIGHT BRN.-ORANGE SILTJ`TR.GRAVEL,SILT • • • SP 3b 6 SAND,TR.GRAVEL, • � • 5 (SP)(3b) � • ; 630 Johnson Avenue. . Suite 7 (SP)(3b) • • • • SILT • • • 6 TAN-LIGHT BRN. • 6 SP 3b 5 • 4 71 911 ORANGE SAND, ' . ' 4 18" ( ){ ) • ' 4 17" • ' Bohemia . NY . 11716-2618 • • • g �7 TR.GRAVEL,SILT • • • 6 • • 0 Or • • • • . • 7 (SP)(3b) • . • 8 • . • 6 • . • Phone: (631) 589-6353 • Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM • • 6 LIGHT BRN.SAND, 0 • 5 LIGHT BRN.SAND, • • • 5 LIGHT BRN.SAND, • . ' . 5 6 16" TR.GRAVEL,SILT • • . 5 6 19" TR.GRAVEL,SILT • • • 5 4 1 g" TR.GRAVEL,SILT • • CONSULTANTS 10 • • 10 7 7 (SP)(3b) • 0 • 10 5 7 (SP)(3b) • : • 10 4 6 (SP)(3b) 4110 • 6 • • • 6 4 5 • 4 8 Ir • • • 6 71911 • � • 6 418" • • • 6 419" • • • 18 7 8 5 6 8 9 5 6 TAN-LIGHT BRN. • • • • • • • • 15 SAND,TR.GRAVEL, • 0 • 15 • 0 • 15 TAN-LIGHT BRN. • • • 15 • • �/6 SILT . . 6 (SP)(3b) • : • • • • 1J SAND, • • • rj • • • -- _--f . • 0 • TR.GRAVEL,SILT • • • • . • s 20' 7 7 6 19" (SP)(3b 5 19n TAN-LIGHT BRN. 7 18 $ $ TAN-LIGHT BRN. • • ) • • • 7 6 • • • ----Y.'-_- 2 • • • 8 SAND, • • 7 • • 6 SAND, • • • • • • TR.GRAVEL,SILT • • • • • TR.GRAVEL,SILT • • • OAp • • • (SP)(3b) • • • • • (SP)(3b) • • • RAI ;:' ° .+ 20 • • 20 • • 20 • • 20 • • �, t. _.,_ a • • • • r' S 7 . • . 6 . • . . • . 5 . • . -re!'..,. 10,WEST m ' • • • • 'RELOCATION. `• ,+ RECEIVED 6 8 8 18" 0 8 6 719" ; � : 8 5 18" 0 . 0 8 $61$„ 0 • � .>;., " � � .„,,, 9 • • • 7 • • • 6 • • • $ • • • 51 AIT .... a ) • ` OCT 17 2023 I " + 220' Sout. • . • 0 . • • . . � • old Town B-7g, ,--'"_----, Planning Board 25 BRN.SAND, • • • • • • LIGHT BRN.SAND, • • • • ' • • 25 • 25 • 25 • . ( { TR.GRAVEL,SILT • 111 • • • • LITTLE GRAVEL, • • • • • • >B'-5 -` _-== UNIFIED SOIL CLASSIFICATION 6 (SP)(3b) • • G.W.T. $ • • TR.SILT • • • • -� 0 : • 25 8" • • • (SP)(3b} • ' • • ' • .�� `'. �` 6 SOIL GROUPS TYPICAL NAMES AND SOIL SYMBOLS 818" • • ~w 9 9 19" . ' . 1908 19" • • • s 19" . . 4 7 YO • • 0 7 • • • • . • • • • ti 1aTHRU1d BEDROCK • • • 8 • ' • • ' • �/6 • • • C ARI 4=294,102 SO.Ff ; �,i` :. • END OF BORING 27'-0" END OF BORING 27'-0" END OF BORING 27'-0" • • • G.W.T. i+ OR 6.75 ACRES B_2 . "� GW WELL GRADED GRAVELS,GRAVEL SAND MIXTURES,LITTLE OR NO FINES LU w • • • 28,1, , ' . LU w w 9:41AM 4••, B-3 _ � POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. .�A U_ N SB EC CLASSIFICATION LL"SBRECLASSIFICATION LL"SBRECLASSIFICATION • • • --w " { C'P LITTLE OR NO FINES • .� w • aI `i �� SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURE '` ''`?• 30 • ' • . zet�l.Na GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURE LIGHT BRN:BRN. • ' • .."".. rza B_5 B-6 B-7 $ SAND,TR.GRAVEL, • " " ," r`� o 0 SILT ' • ' �* g SW WELL GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO FINES o 0 0 (EL.30.0'±) GROUND SURFACE (EL.29.0'±) GROUND SURFACE 10 4 20" (SP)(3b) • • • i �" •^$ SP POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES • •• EL.32.0't GROUND SURFACE ' • ' DARK BRN, DARK BRN, ( ) 4 • • I... SM SILTY SANDS,SAND-SILT MIXTURES ° o ° 1 ORGANIC LOAM 1 1 ORGANIC LOAM 1 DARK BRN. • @. '" " 1 I I , 1 2 16" OL 6 i i i 1 1 14" OL 6 i i i 1 1 ORGANIC LOAM i i i • • • ( '+` o 0 I I , t 1 " OL 6 , I • '',��. ...A'' � rnoavktwr SC CLAYEY SANDS,SAND-CLAY MIXTURES o 0 3 I I I 2 I I 15 I I I k 75. .. 11 BRN.-LIGHT BRN. , , , 2 BRN:LIGHT BRN. I 1 I � • ! SILT LOAM, I I I , 1 I I I I • • r ~ 3 2 SILT LOAM *-' - 13 `_ ' * ML INORGANIC SILTS,VERY FINE SANDS,CLAYEY SILTS,SLIGHT PLASTICITY 10 TR.SAND,ROOTS ; ; ; I I I 2 SANDY SILT LOAM, I , I • • • _. :- RELOCATION 1 1 , 1 2 TR.SAND 1 , I TR.ROOTS f," :{. = 7. 28 NORTH _�r y` Q 9 OL 6 rj • • • A; . s :: ,, z CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS 3 n • 3 �� /\\ , , 1 OL (6) • • IWOySO," { 4w• ®, o SANDY CLAYS,SILTY CLAYS 8 REVISED PER NYSDOT COMMENTS 2/03/2023 2 15 2 17 6 „ • . • 35 �., rj • 4 BRN.-LIGHT BRN. • 2 16 '« )( `' • .Fp ¢ OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY I 1 1 7 REVISED PER TOWN COMMENTS 12/21/2022 SAND,TR.GRAVEL, 9 • • t� BRN.SAND, • • ��` _ ', ""-y'`'' 6 REVISED PER TOWN COMMENTS 11/23/2022 7 • • • 6 SILT 1 5 LITTLE GRAVEL, • • • " • ' INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE SANDY OR 5 REVISED PER NYSDOT COMMENTS 09/15/2022 • • • • • 1 MH SILTY SOILS,ELASTIC SILTS 5 I ` --' 7 LIGHT BRN.-ORANGE • • (SP)(3b) • • • 11 " TR.SILT • • Ina'n `:' `° 5 • 5 • 5 7 LIGHT BRN.SAND, • • • 19 SP 3b a "�;,; 1 '" " u ,a�ancl << {- (; CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS 4 REVISED PER TOWN COMMENTS 02/15/2022 8 „ SAND,TR.GRAVEL, 3 6 1$n 7 (SP)( ) a afe 3 g 18 SILT • $ • 3 18" TR.GRAVEL,SILT • • • 5 • • I- ,.4 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 SP 3b • • • • • • r/91 (SP)(3b) • • • • c ! {- , ':• : •. - _,_. OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS 2 ADDRESSED DEIS COMMENTS 07/17/2019 { )( ) � `'p'• • . r ; '..-,;.: ` .. REV.T 0 44 ROOMS-UPDATE UTILITIES 04/11/2017 • —'� a" Pt PEAT AND OTHER HIGHLY ORGANIC SOILS Number Revision Description Revision Date ' LIGHT BRN.-ORANGE • ' • ' Y "> • 4 20n SAND,TR.GRAVEL, • • • • • ; • " " „r,o-` ALLOWABLE SOIL BEARING PRESSURES, N.Y.C. BLDG. CODE TABLE 1804.1 • 7 SILT • . • • • • .f: `= • • • $ (SP)(3b) • • • • 40 - MAIN ROAD Iarasow _ D Designed By Date Submitted • • • • • _. NYSROUIf25 CLASS OF MATERIALS MAXIMUM ALLOWABLE MAXIMUM ALLOWABLE TC 01/20/17 • • TOPOGRAPHICAL (Notes 1 and 3)* FOUNDATION PRESSURE FOUNDATION PRESSURE Drawn By Date Created • • • 7 • • • • . • • • SURI/EYOFPROPFRIY (TSF) (kPa) TQLT 08/23/16 • • 6 • • • • - - : :. SlTUATFD IN 1. BEDROCK(NOTES 2 and 7) n 5 Approved By Scale • • • 5 1 g • • • • • 1a HARD SOUND ROCK-GNEISS,DIABASE,SCHIST 60 5,746 • • • • SOUT14OLD 1b MEDIUM HARD ROCK-MARBLE,SERPENTINE 40 3,830 BG AS SHOWN • 6 • • • 12 5 n • • '41 LAND SURVE'CING .. TOWNOFSOWNOID StNtOtK ouw,N.y.� 10 • • • 10 7 • • • 10 • • • 5 20 • _ tc INTERMEDIATE ROCK-SHALE,SANDSTONE 20 1,915 Client: • • "' S.C.T,M NO,r0'00-R-03-J5 • • • • µw td SOFT ROCK-WEATHERED ROCK 8 766 srAta:r=40i nJ�r r,2or6; 6 • 5 • • • 6 • • • - rq:^tar,su 2. SANDY GRAVEL and GRAVEL(GW,GP)(NOTES 3,4,8,and 9)* THE ENCLAVES 10 968 2a DENSE w 4 7 20" 6 6 16" • ; • 67 r1 • • • • 0 • ,ro. `4 :,': „n°...: n - 2b MEDIUM 8 575 56655 ROUTE 25 r.,n $ • • . �/7 • IT • 4 $ 16 • • • 3. GRANULAR SOILS(GC,GM,SW,SP,SM,&SCXNOTES 4,5,8,and 9)* S O U TH O L D, NY 7 . • • • • • • \ - 3a DENSE 6 575 • • 8 • • • • • 3b MEDIUM 3 287 Project • • • • • • • • • • • 4. CLAYS(SC,CL,&CH)(NOTES 4,6,8,and 9)* • • • • • • 4a HARD 5 479 • . . • . • . • 45 BRN.SAND, • 0 • BORING LOCATION PLAN 4b STIFF 3 287 • • • • • • ' • ' TR.GRAVEL,SILT • • • 4c MEDIUM 2 192 • • (SP)(3b) • • • 0 26 75' 150' $PALE: NT�o' 400' 500' S. SILTS 8 SILTY SOILS(ML and MH)(NOTES 4Sa DENSE ,8,and 9)* 3 287 SITE PLAN 15 • • • 15 • • � • • • 136519" • • • Sb MEDIUM 15 144 • • . • • • 15 • • • • 0 • 50' 100` DRAWING SCALE: V`=100't 6. ORGANIC SILTS,ORGANIC CLAYS,PEATS,SOFT CLAYS, SEE 1804.2.1* SEE 1804.2.1 5 • • • 6 LOOSE GRANULAR SOILS and VARVED SILTS • • • • 5 • • • • • 7. CONTROLLED and UNCONTROLLED FILLS SEE 1804,2.2 OR 1804.2.3* SEE 1804.2.20R 1804.2.3 6 6 „ *REFER TO SECTION 1804.2 OR NOTES FOLLOWING TABLE 1804.1 IN N.Y.C.BUILDING CODE FOR ADDTIONAL INFORMATION Project Address: 5 7 20 TAN-LIGHT BRN. • 7 18 • 5 " • • • • . SAND, • • • TAN-LIGHT BRN. • . • 5 6 18 TAN-LIGHT BRN. � • � • COMPACTION RELATED TO SPOON BLOWS/FOOT 56655 ROUTE 25 H • • 8 SAND, • • SAND, • • • ' TR.GRAVEL,SILT • • 7 • • • • STANDARD PENETRATION TEST-ASTM D 1586 • • TR.GRAVEL,SILT • TR.GRAVEL,SILT "N> SOUTHOLD (SP)(3b) : ( )( ) : ( )( ) • • SAND S SILT CLAY (2"SPOON,1401b HAMMER,30"FALL) • • SP 3b • • SP 3b • • • • • • LOOSE LESS THAN 10 SOFT LESS THAN 4 • • • • • 50 • . • e SPOON 6"INCROWNTSFOCOUNT SGENERJOOBTALLY OWN SUFFOLK COUNTY NEW YORK • • • • MEDIUM 10 TO 30 MEDIUM 4TOS N"1TFLOWS IN6"INCREMENTS FOR USE OBTAIN • • � e PER FOOT BLOWS PER FOOT(N)USE 2ND&3RD 7 ' • ' ' • ' • • • • • 4111 DENSE GREATERTHAN31 STIFF GREATER THAN 87030 6"INCREMENT • • • ' • • ' • 5 • HARD GREATERTHAN 30 County Tax Map Number Contract Number: • • ' ' • • • • • 6 20n • . ' NOTES ROTARY X-HEAVY CB-CASING UD-UNDISTURBED SOIL 1000-63-3-15 SPOON 1 FOOT DRIVE SAMPLE p • • 20 • • • 14 • • CASING CASING Regulatory Reference Number. • • • • • � O • � • 5 • • • SB-SPOON BLOWS PER NO-SAMPLE NUMBER - SIZE,INCHES 25 2.0 61NCH DRIVE FEET-DEPTH FROM GND.SUR. 6 • 5 • • • • • • 6 • ' . 1. SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. HAMMER WEIGHT,Las. — „D P-PUSHED BY WEIGHT NOTED ATEACH 5 TitleotOrawng OF HAMMER WOH-WEIGHT OF HAMMER 7 �� . rJ • ' • • • • END OF BORING 52'-0" HAMMER FALL,INCHES 30 WOR-WEIGHT OF ROD REC-SOIL RECOVERY IN INCHES 6 6 20 • • 8 19' • 0 • b 7 20" • 2. SOIL DESCRIPTIONS ARE IN ACCORD WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. THE UABIDTY OF SOIL MECHANICS DRILLING CORP.,rTS OFFICERS OR EMPLOYEES,FOR ERRORS.OMI3SIONS OR NEGLIGENCE RESULTING IN PERSONAL 7 G INJURIES,PROPERTY DAMAGE OR ANY CONSEQUENTIAL DAMAGES,IS LIMITED TO THE AMOUNT OF THE FEE PAID FOR THIS REPORT.THE RETENTION ' ' �/7 ' • ' fwi"BRCLASSIFICATION OR USE OF ANY PART OF THIS REPORT WILL CONSTITtTTE AN ACCEPTANCE OF THIS LIMITATION OF LIABILITY.IF THIS IS UNACCEPTABLE,THE cuI7JT BORING P A $ • • • 3. GROUND WATER TABLE WAS(MEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. MUST NOTIFY SOIL MECHANICS DRILLING CORP,IN WRITING BY CERTIFIED MAIL,WITHIN SEVEN 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 ' • • ' • ' • ' • LIMITATION OF LIABILITY,SOIL MECHANICS DRILLING CORP.,WILL NEGOTIATE ONE,BASED UPON A HIGHER FEE BEING CHARGED FOR THE ADDITION- , • • • • • • • • 4. SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN TWO FEET VERTICALLY. AL ASSUMPTION OF LIABILITY.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. p BORING LOGS F. • • • • • • • • • 5. SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER. • • • • ANDREW V.GIAMBERTONE&ASSOCIATES,ARCHITECTS,PC 5 0 • 0 25 • 5 • � • 6. SOIL TEST BORING GROUND SJRFACE ELEVATIONS SHOWN ARE REFERENCED TO TOPOGRAPHICAL SURVEY- 62 ELM STREET • • • • PROVIDED BY:ANDREW V.GIAMBERTONE ASSOCIATES&ARCHITECTS. HUNTINGTON,NEW YORK 11743 6 6 • 7720" • 00 9 820" 00 7 • , • o ' • • Drawing Number. 7 • • ' • • ' 7 20" !� _ SOIL MECHANICS DRILLING CORP. SOF NEW a 8 7 8 • $ "` subsoil investigations P� y0 END OF BORING 2T-0" END OF BORING 27'-0" END OF BORING 27'-0 • 3770 MERRICK ROAD SEAFORD, NEW YORK 11783 516221 -2333 COQ PND DR �� W 0 uw N SB EC C L A S S I F I C A T 10 N LL"SBRECLASSIFICATION LU p SUBSURFACE INVESTIGATION LL NNSBFEC CLASSIFICATION oD 20 W$ PROPOSED 2 STORY HOTEL Cm . 2r ROUTE 25 P® SOUTHOLD, NEW YORK y = sheet of 4 VERTICAL BORING SCALE DRAWING DATE: DRAWING NUMBER `rF 0925 3 1/2"=V-O"UNLESS NOTED OTHERWISE DECEMBER 27,2016 �+ p Grp �,� 11 24 e DATES OF BORINGS: DRAWNBY: CHECKEDBY: REVISEDDATE: 161-805.7 /AOrE��IO r Z: 16LDWGS 161-805.7 DECI CV SHEET 1 OF 1 r PWGCProjectNumber. Unauffadzed alteration or addition a 2 to this drawing and related documents AVG 1601 w w NYSDOT CASE NUMBER 97500 is a violation of Section 7209 o of the New York State Education Law o 3 a n_ f I w RESIDENCE I RESIDENCE Z (V LAND NOW OR FORMERLY OF I o = TOWN HARBOR ANTHONY FORGIONE I I n w M - S.C.T.M. NO. 1000-63-03-17.3 L-- _ JJ U) C, - - LANE 10 (IMPROVED, CONNECTED TO PUBLIC WATER) _ M o LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF 0 > o o VALERIE M. SCOPAZ �J VINCENT DOLOMITE& ILEANA DOLOMITE 0 I- 0 S.C.T.M. NO. 1000-63-03-16�, Pool O z IMPROVED,CONNECTED TO PUBLIC WATER - S.C.T.M. N0. 1000-63-03-17.4 z� 0 N ( ) � (IMPROVED,CONNECTED TO PUBLIC WATER 0 N --- - Z >_ t-- w m WOOD POSTS 0 Z 0 a WITH NETTING LINE OF EXISTING EXISTING 1 STORY FRAME POOL $ Q 0 N °-° DRIVEWAY TO BE SHED TO BE RENOVATED AND J _ i REMOVED INCORPORATED INTO MAIN Strategic Environmental and Engineering Solutions w Y I m Z N RELOCATE EXISTING 1 STRUCTURE a PROPOSED FIRE L_-- z a U PROPOSED m I ¢ a"' GARAGE TO REMAIN 310.00' , NYSDOT TYPE 3 HYDRANT o Y w STORY FRAME w CART PATH 28 27_ u w \ I o S07 4'40"E 0 28 0� w a _ .-. ^.- �-a- --- DRIVEWAY ENTRANCE 3o S07°38'10"E zs o o W a> I - 9 ....SF �a SF- / -F - - SIGN 32 0 m q co 622.78, / 26\ L -- • 1 -=S F • ® Y - �.•r .- y SF / SFS --i o "Ag '' 0 ^�0 ' • ® • e�,SF SF -/ - :] - _ �s °-°-SF°"� c a,, - :::. ❑ NEW PROPOSED o �� 'waw efe o-O� - ° ` �F-- sto ence -�o- - _ / .-:: d❑ DRIVEWAY SF bl - o o tit 630 Johnson Avenb m m ❑ ? 2l ¢ ue. Suite 7 bt : '> ,— Bohemia F- 1 O `:� `.. "- ' I Phone: 631 589-6353 . Fax: 631 589-8705 ❑ Q 'SUPERPAVE'WARM MIX ASPHALT E-mail: INFO@PWGROSSER.COM (SEE DETAIL ON DWG.No.702) 120' ' 0 `o_� � Z � - R28' :. 0 18'-0' O ' GTO 2 STORY 2 STRUCTURE TO REMAIN Z -:Q❑ PROPOSED RESTAURANT O / I - PROPOSED EVENT RM. p❑ + II _ SIGN CONCRETE SIDEWALK CONSULTANTS PROPOSED HOTEL 26.5 :?!w ARB G W/BASEMENT b _-_3 NYSDOT ITEM 680.0101 TWO(2)STORIES W/BASEMENT `''=w AREA z 4 SEATS 0. + R4,-6„ - 4472 SF 28 :- -` \ l„ R4' " 0'MIN \ 26,272 SF 26 R5'-0, F:27.5 ROPOS a IFui /-26 FF EL.32.0 - - - - w :•.an -tel �RONTV 3m :.. .; -:. 8r-0RZ' \O R5 5 ----- -0'o-o-I QPOSEDA ETBACK a ❑ 23' 9 1 I E TINGE m o W W TOPSOIL-ROADSIDE 8'MIN. z R3' O F) 4 d• R2' z_ G��G-- -- T \ 0 29 n. ° TMP o u = > Q ri TURF ESTABLISHMENT-ROADSIDE G G--G--G 9 I �o tQ' 9L-0' z S ! I c Z z NYSOOT ITEM 610.1402 F,p'"'•"- G G G W W W 0 18I - V- -� J NYSDOT ITEM 610.1601 4 0 ( 1 Z Z NYSDOTTYPE R24,_5„ o- \ \ .• M 0 : - CI _ = SIG 3DRIVEWAY ` �r ❑ anaann � - 75 50d s1.a. o R32-0„ \ r\ r SZ.P n . . ¢ 25 F.E. " 0 0 LAWN/SCULPTURE O R5'-T' \ ❑ ❑❑❑wa o O O ENTRANCE y• \ GARDEN 0 gp 0❑ R1 __ >REQ' Y� m \ ❑ ❑❑ R1 (n R3' \ ) \ I � .�. >' 1 pSEO RFS $ b 27 ; ;o ° 23,-5„ +O o : : IEREfE'>:::`i: :SETB W Q R23 „ R10 AS1iOlif> .-.. .. . > Lu r GRADE L.30:\ I-I \ -_ io R10,_2„ R70' RT-6" R7•{ PROPOSED ® /„r; -\ 26'-0' 4 w _ PARKING f%%////�%//�--- \ �� AND PARKING DRIVEWAY 4 w z AREA COTTAGE 1 j/ I I _ o ❑ = x I U m, HOT \ -- - �P'G 24'-0. TUB S j// I �i ® ® ® ® \CHESS BOARD �� ❑ a 6�„ Q LL o ✓�;: g CAIAN \ \ ,❑❑❑ �',_ _o -- .may t- _ a HED__�N64"'2�° - o __ _ _ r TIM 3@f .\ D ORATNE 26.5 aQ. 30. I l 14 n ow N O S \I + a 2. THOTUB COTTAGE jj B�BD BB BB BB '� \, \ w Q w '��'' PROPOSED 2.5 H tRETAINING WALL GRADE EL.27.5' +E c� 0 - II cb ❑i \. �". , L: 725 \ FF EL 320 ` 3 ' o ---JJJ Z a OT CI 6d s nP' \ I \ C a ;o -❑° LAND NOW OR FORMERLY OF UB Q 3 W '� - I 2 �' EUGEN TOMASIC&MIRELLA TOMASIC a "COTTAGE 3 j' 1, 01GE , RIDGE \ \ P 0 O ED PROPOSED FRONT ,0 ❑ n 3 SI HOT N �e a,• - y y a TUB %Fhj / j j POOL REA� \ TAND E YARD SETBACK j ° Z S.C.T.M. N0. 1000-63-03-14 g ' w //J PLAY COURTS \ IMPROVED CONNECTED TO PUBLIC WATER CiW w (IMPROVED, ) r cb O y y y z� I I I GRADE EL.27.5' OT I I I o o ❑ 0 ` ¢ w I ❑ 0 C `t O G ��fJ ,❑ 3 a � ao �--PU � O �TTAGE 4%%, Im BW: 7.20 BW'27.25 �I I I I w ❑ (`Y I ,❑ - z �❑N l . ' PROPOSED TUB '669 j// ,�j .�t� TW: .5 RAMP--- TW.30.5-�y_RAMP-[i) L I �- LIRR LAND BANKED ` io a i0o I 1 LOCUST LANE PARKING Q e-❑Laos' ❑ .a❑❑u°❑❑❑°❑o❑ ❑❑ ❑ ,❑❑❑ PROPERTY r AREA 10 . WALKWAY - - - -xn❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑ °n GRASS PAVED WALKWAY �0 000° 0❑0°0000000&00 .no ❑ ❑❑❑ Z 7l \ t2 a. F24 X3,10+ \ _ I - y - --PROPOSED FIREiYDRANT q ❑o° R io00 26 LINE \ t ,❑❑❑ -- SETBP O i d t L L L I m I 0 ❑❑❑ ^R70' ,❑❑❑ ¢d FAR AR. ,+, I p, p1, p1, pb I 1 ,y -,❑❑❑❑,❑❑❑❑❑❑❑❑c BPAVI3RS❑r ,❑❑❑c ,❑❑❑❑❑❑n ❑❑❑ "' R29 i 9 + \ I R15' 00 LY OF LAND NOW OR FORMER TYP. I r RBAGE ` . ' I F12I 4 wl R4'-0" g-0' 9� -- - -- R1�'-1a' 4 0 ❑ JANET L.RYAN F1J. 29 NEW PROPOSED DRIVEWAY cb R4' �,u7 r R8' ❑❑❑ 0 4 SIGN AREA 11 ti� \ A \ oIN -31- - N - - - -` � - " ❑❑❑° R33' T1 o S.C.T.M. N0. 1000-63-03-13 32 I�' PROPOSED PARKING AREA = C r Y ❑° °° ❑ WI \ � � ❑ ❑❑ (IMPROVED,CONNECTED TO PUBLIC WATER) m Rk4' ❑000 ❑ ° \ 10' I ' L + p 1YP. R2' L D;ch I- -- ----- it rw \7y. R14' l/`. n. i i °G❑°�' ,❑ °�io00 ❑oc GRASS PAVERS 00000❑ 27 . + I m1 I a o F i JS t / N05 50"W 616.57 " 33 10 + \ 9 REVISED PER NYSDOT COMMENTS 02/03/2023 N Na'r, 30 1 _ 8 REVISED PER TOWN COMMENTS 2/21/2022 r`rn 31 7 REVISED PER TOWN COMMENTS 1/23/2022 LAND NOW OR FORMERLY OF 1 1� ggg r� 6 REVISED PER NYSDOT COMMENTS 09/15/2022 CHARLES W.WITZKE 32 �� t y 5 REVISED PER TOWN COMMENTS 02/15/2022 RECES.C.T.M. NO. 1000-63-03-28.1 + ___-_- 4 ADDRESSED FEIS COMMENTS 05/11/2021 �.. --- N05°30'5 -W (IMPROVED,CONNECTED TO PUBLIC WATER) I 2 23 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 51.34' I J O C I 17 2 ADDRESSED DEIS COMMENTS 07/17/2019 --- - 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 33 i LAND NOW OR FORMERLY OF Southold Town Number Revision Description Revision Date II PILLES REALTY HOLDING LLC g Plannin Board Designed By Date Submitted S.C.T.M. N0. 1000-63-03-12 Drawn By TC Date Created 01/20/17 EROSION & SEDIMENT CONTROL PLAN TQLT 08/23/16 Approved By Scale SCALE: 1" = 40' BG AS SHOWN t Client 0 40 80 1 1 SII 1 � 1 1 1 '1 1 22 STANDARD AND SPECIFICATIONS FOR 56655 ROUTE 25 _ ' Sediment and Erosion Control Notes ` CONCRETE TRUCK WASHOUT SCALE: 1 40 SOUTHOLD, NY Project leaching of liquids into the ground.The liner shall be plastic 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 CONTROLS MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT MAY i appurtenance except at the access point. DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY THE Protection Elements SITE PLA "•= OWNER OR DESIGNATED OWNERS REPRESENTATIVE. THE FOLLOWING GENERAL "Y+�-^f;: , �:' p "•._:' r �' ` r d ►fpre-fabricated washouts are used they must ensure the CONDI11ONS SHALL BE OBSERVED. ! capture and containment of the concrete wash and be sized x based on the expected frequency of concrete pours.They ",. :� tt STRAW BALES E RO S I 0 N CONTROL ( gg 1 shalt be sited as noted in the Location criteria. li a A. ANY EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE -�- PROTECTED AND REMAIN UNDISTURBED. Maintenance B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE Project Address: OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. SF SILT FENCE 56655 ROUTE 25 -: -� .-__ _.._} r'� Sediment and Erosion Control Grading C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO All concrete washout facilities shall be inspected daily. �r Damaged or leaking facilities shall be deactivated and REDUCE RUNOFF VELOCITIES AND QUANTITIES. SOUTHOLD repaired or replaced immediately. Excess rainwater that 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. SUFFOLK COUNTY NEW YORK Definition&Scone 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. I I FILTER FABRIC DROP INLET PROTECTION ' • Accumulated hardened material shall be removed when EROSION WILL BE PREVENTED. NECESSARY MEASURES SHALL INCLUDE, BUT County Tax Map Number. Contract Number. A temporary excavated or above ground lined constructed pit 75%of the storage capacity of the structure is filled. Any NOT BE LIMITED TO, HAY BALES, AND SILT FENCE SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND where concrete truck mixers and equipment can be washed , AND SHALL BE MAINTAINED 1000-63-3-15 excess wash water shall be pumped into a containment MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW Regulatory Reference Number. after their loads have been discharged,to prevent highly FOR THE DURATION OF CONSTRUCTION AS WELL AS FOLLOWING THE vessel and properly disposed of off site. YORK STATE STANDARD AND SPECIFICATIONS FOR EROSION AND SEDIMENT alkaline runoff from entering storm drainage systems or COMPLETION OF CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED CONTROL, LATEST EDITION". Title of Drawm • Dispose of iothe hardened material off-site in a leaching into soil. construction demolition landfill.On-site disposal may be PLANTINGS HAVE BECOME ACCLIMATED/ESTABLISHED. 9' allowed if this has been approved and accepted as art of LANDGRADING AREAS Conditions Where Practice Applies PP P P 2. SEDIMENT BARRIERS SILT FENCE, HAY BALES OR APPROVED EQUAL S the projects SWPPP.In that case,the material should be 2. EXISTING TREES TO REMAIN - SHOWN WITH LIMIT OF TREE CANOPY- ( ) HALL 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 o concrete will be poured or otherwise formed on the site.This minimum oft feet of clean compacted earthfill that is REMAIN PRIOR TO EXCAVATION, GRADING, CLEARING OR GRUBBING. TREE AND SHOULD BE MAINTAINED FOR THE DURATION OF THE WORK. NO SEDIMENT SEDIMENT AND facility will receive highly alkaline wash water from the permanently stabilized to prevent erosion. PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, a • The plastic liner shall be replaced with each cleaning of WETLANDS OR ROADS. STABILIZED CONSTRUCTION ENTRANCE cleaning of chutes,mixers,hoppers,vibrators,placing P P s SHEET C-400. equipment,trowels,and screeds.Under no circumstances will the washout facility- Z wash water from these operations be allowed to infiltrate into • Inspect the project site frequently to ensure that no 3. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH EROSIONCONTROL d the soil or enter surface waters. concrete discharges are taking place in non-designated THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. ca areas. DUST CONTROL PLAN Design Criteria 4. PROPER MAINTENANCE OF EROSION CONTROL STRUCTURES IS TO BE w PERFORMED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED 0 Capacity: The washout facility should be sized to STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, contain solids,wash water,and rainfall and sized to CLEANING OF SEDIMENT BASINS OR TRAPS CLEANING OR REPAIR OF SEDIMENT allow for the evaporation of the wash water and --®--� CURB DROP INLET PROTECTION rainfall.Wash water shall be estimated at 7 gallons BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND CLEANING � md,5 Drawing Number, per chute and 50 gallons per hopper of the concrete P`� yO AND REPAIR OF INLET PROTECTION. OF NEW pump truck and/or discharging drum. The minimum '` DRE w size shall be 8 feet by 8 feet at the bottom and 2 feet 5. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING PN w - deep.If excavated,the side slopes shall be 2 CONSTRUCTION. SOIL STOCKPILE AREA Q horizontal to 1 vertical. * v * ® w 6. A STABIUZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT Location: Locate the facility a minimum of 100 feet from SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE 17- drainage :; drainage swales,storm drain inlets,wetlands,streams and � > other surface waters.Prevent surface water from enuring the CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS 2 = Sheet of o structure except for the access road.Provide appropriate PERMANENTLY STABILIZED. FO 092523 �f w access with a gravel access road sloped down to the structure. 1 pp Q Signs shall be placed to direct drivers to the facility after their A'rOFEss�OPWGC Project Number: a load is discharged. ; w Liner: All washout facilities will be lined to prevent Unauthorized alteration or addition z� NYSDOT CASE NUMBER 97500 bthis drawing and related documerds AVG1601 is a violation of Section 7209 LL o of the New York State Education Law r;o 3 a a SYMBOL SYMBOL SYMBOL SAND BAG OR SYMBOL FLOW �-- 2'MINIMUM LENGTH ALTERNATE WEIGHT 2"X4' WOOD FRAME u OF 2"X4" - 1y V \� 4"VERTICAL FACE 1.5'MAX. _• """ STAKE a 2"x 4"WEIR 2"STONi!VINLE IF 11 BEDDING DETAIL FABRIC "x 4"SPACER ' NOT TO SCALE I ��� �- FILTER CLOTH MESH V j 3'MIN. DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW r' I�BALE DIKE FOR SLOPES LESS THAN 25%. I- T O Strategic Environmental and Engineering Solutions ANGLE FIRST STAKE TOWARDS ,-f-/- DITCH OR DIVERSION TO y�`' OF 2"X4"SPACERS PREVIOUSLY LAID BALE. � .u. .Yr � 6'MAXIMUM SPACING r-DIVERT SURFACE FLOW FLOW _/ DROP INLET BURIED FABRIC , \ate. /_ .r aW.. +ws. yu+r. .rW. WITH GATE � Y15' �. ry iv vi BOUND BALES PLACED i .\ i �r au �u y BENCH 0,,o- GRADE 2-3% FRAME ANCHORS , ON CONTOUR. A6 .1111, aua _..,_ '�" 1L •k DIST 630 Johnson Avenue. . Suite 7 _ y = t 1 y y STONE--\ / Bohemia . NY. 11716-2618 ars ITM � arra ter, � �r w rr u� � °� _- 4 0 / Phone: (631) 589-6353 . Fax: (631) 589-8705 ►�`/' 2 RE-BARS,STEEL PICKETS V I I I 1'MIN. / OR 2"X2"STAKES PLACED gllgqlll I Ilhll I �II2 RF ° �` �` 1 1/2'TO 2'IN GROUND. Y ��IIII�IIIII��a�F �,. ��"`` �'��` ` E-mail: INFO@PWGROSSER.COM DRIVE STAKES FLUSH WITH UIIIgIIgIR.I 1'MIN. IA�t ' `�I 'Ilk A% e � �� GATHER EXCESS i'.' TOP OF BALE. III III t e j• :. •. 2„X 4„ ANCHORING DETAIL II YII�`� a�'� ° - AT CORNERS I I CLOTH CONS i SPACER NOT TO SCALE 1�Illallll v.,,, -� 2"x 4"WEIR CONSULTANTS 6'MIN. x glllilow CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS "IIGGI�Mllllggl 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. ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2 20' 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85. 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 RE-BARS DRIVEN THROUGH THE BALE.THE FIRST STAKE 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. EACH BALE SHALL 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR. BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER.STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 4.THE WEIR SHALL BE SECURELY NAILED TO 2"x 4"SPACERS 5.FABRIC SHALL BE EMBEDDED 1 FOOT BELOW GROUND AND BACKFILLED. 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. PROMTLY AS NEEDED. 5.THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED 6.A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST BY 2"x 4"ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO OF THE FABRIC FOR OVER FLOW STABILITY. INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. MAXIMUN DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 1 ACRE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE FILTER FABRIC U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE STRAW BALE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIKE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DETAIL NEW YORKSTATE 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 aM" tEXISTING SYMBOL W/6"MESH 3, PAVEMENT- 10'C.TOC. SPACING) S'7 CONSTRUCTION SPECIFICATIONS �\ 36"LENGTH FENCE EXISTING -� FILTER -J MOUNTABLE BERM :. ., POSTS DRIVEN 16" GROUND CLOTH PROFILE (OPTIONAL) 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING • INTO GROUND•. •..••.; •.. CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. .,, •... 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, 16 T OF FILTER APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT HEIGHT STABILIZE ENTIRE PILE WITH VEGETATION EXISTING �� CONTROL PLAN AND THE"STANDARDS AND SPECIFICATIONS FOR SOIL EROSION OR COVER 41 WS1 W W ,` ' GROUND AND SEDIMENT CONTROL IN DEVELOPING AREAS". WW _2 SLOPE OR LESS EXISTING 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED W 1 �t�' `t' .v .t• 'I' .v 'I' � W W PAVEMENT IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. WW W PERSPECTIVE VIEW 4. AREAS TO BE FILLED SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO V ` WV W W W W W W W W V W W PLAN VIEW REMOVE TREES,VEGETATION,ROOTS OR OTHER OBJECTIONABLE MATERIAL. W V V W W 36"FENCE POST -�\ ^^" W V W W W W W WW V 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 W W W W v, W W W W W 11 W/6"MESH SPACING)WITH FILTER FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. W W W W V W W W W W W W W W W V CLOTH 10 20" 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE, W W W W W W W W W W W W WW W W W W� 9 CONSTRUCTION SPECIFICATIONS }I �' 9 SETTLEMENT,SUBSIDENCE OR OTHER RELATED PROBLEMS.FILL INTENDED TO rc+ }., 8 REVISED PER NYSDOT COMMENTS 02/03/2023 FLOW I� UNDISTURBED GROUND ?liii SUPPORT BUILDINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED ' �- � 7 REVISED PER TOWN COMMENTS 12/21/2022 COMPACTED SOIL 1.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. IN ACCORDANCE NTH LOCAL REQUIREMENTS OR CODES. # 6 REVISED PER TOWN COMMENTS SINGLE RESIDENCE LOT WHERE 11/23/2022 EMBED FILTER CLOTH 16„ 2.LENGTH-NOT LESS THAN 50 FEET EXCEPT ON A SI ( 7. ALL FILL TO BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES 5 REVISED PER NYSDOT COMMENTS 09/15/2022 A 30 FOOT MINIMUM LENGTH WOULD APPLY). 6"IN GROUND. IN THICKNESS. 0."00" 4 REVISED PER TOWN COMMENTS 02/15/2022 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. s� �8. EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN SILT FENCE OAR 2 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 SECTION VIEW 4.WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT PARTICLES,BRUSH,ROOTS,SOD,OR OTHER FOREIGN OR OTHER OBJECTIONABLE 2 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 (WITH WIRE FENCING SUPPORT IN SLOPES>2:1) 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/1112017 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 ST FROZEN SOFT,MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL OF STONENOBEINCORPORATED IN FILLS. CONSTRUCTION SPECIFICATIONS Designed By Date Submitted OR STAPLES.POSTS SHALL BE STEEL EITHER'?OR"U"TYPE OR HARDWOOD. PLACED 01/20/17 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 10. FILL SHALL NOT BE PCED ON SATURATED OR FROZEN SURFACES. INSTALLATION NOTES Drawn By 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF TQLT Date Created 08/23/16 FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. Approved By gee FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,6"MESH OPENING. 7.MAINTENANCE-THE ENTRANCE SHALL MAINTAINED CONDITION WHICH WILL DEVELOPMENT.12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. Client: BG AS SHOWN 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC LIC RIGHTS-OF-WAY,ALL ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. MUST BE REMOVED IMMEDIATELY. OR OTHER APPROVED METHOD. 3. UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SURROUNDED 22 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING WITH EITHER SILT FENCING OR STRAWBALES,THEN STABILIZED WITH 56655 ROUTE 25 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FINISHED GRADING. VEGETATION OR COVERED. 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 SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIFICATIONS SOIL STOCK PILE DETAIL SITE PLAN [�'� ENTRANCE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE EROSION CONTROL Project Address: RECEIVED 56655 ROUTE 25 -- - - - SOUTHOLD OCT 17 2023 SUFFOLK COUNTY, NEW YORK Sout old Town County Tax Map Number. Contract Number: 1000-63-3-IS Planning Board Regulatory Reference Number. Title of Drawing: SEDIMENT AND 3 EROSION CONTROL DETAILS W �OF �� Drawing Number. P� '0 �� PNDREW c � W Q� �o 301 o_ aC m r � � E Sheet of o FO 0925 3 13 24 a A�0!ESSIO PWGC Project Number. a ui w Unauthorized alteration or addition NYSDOT CASE NUMBER 97500 tothisaviolagand ofSecrelated on7209documents AVG1601 W is a violation of Section 7209 � of the New York State Education Law o a a 12" (MIN.) 50' MIN. LENGTH MEASURED ALONG OF CONSTRUCTION ENTRANCE / EXIT (SEE NOTE 1) HIGHWAY EDGE OF PAVEMENT 24" TRANSITION (TYP.) OUTSIDE EDGE OF TRAVEL LANE APPLICATION NOTES: i — 6" CRUSHED STONE j A. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE/EXIT IS TO REDUCE OR I OR GRAVEL MIN. ELIMINATETHE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS. r%77\7eT 12" MN. COVER OVER PIPE—, 12" (TYP.) j �"~ �'7', .. �� ' -"Z�� 'tom _ _ -e>• -r- GENERAL NOTES: GEOTEXTILE STABILIZATION, - �' 1. MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS. p STRENGTH CLASS 1 ' �' �__ / FILL, MATERIAL MEETING THE REQUIREMENTS 2. PROPOSED DRAINAGE PIPES SHALL BE SIZED WITH SUFFICIENT CAPACITY TO CARRY DITCH OF EMBANKMENT MATERIAL. FLOWS (12" MIN.). ALTERNATIVE WAYS OF TRANSPORTING DITCH DRAINAGE ACROSS / GRADE AS NECESSARY TO PROVIDE SMOOTH SAG RIGINAL-- �\ CONSTRUCTION ENTRANCE / EXIT MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL --- O -�' � p VERTICAL CURVE ALONG CONSTRUCTION GRADE �-DRAINAGE PIPE, 12" MIN., IF NECESSARY BYTHE ENGINEER. Strategic Environmental and Engineering Solutions ENTRANCE / EXIT (SEE NOTE 3) (SEE NOTE 2) 3. DRAINAGE PIPES OVER 20" DIA. THAT ARE NOT BEHIND A ROADSIDE BARRIER SHALL o TYPICAL CONSTRUCTION ENTRANCE / EXIT PROFILE INCLUDE SAFETY END SECTIONS OR GRATING TO ENSURE TRAVERSABILITY. (CUT AND DITCH SECTIONS) 4. THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND, PLACE GEOTEXTILE OVER THE ENTIRE AREA THEN PLACE 6" OF •3 CRUSHED STONE R GRAVEL ! ! ® y ENTRANCE MATERIAL UP TO THE EDGE OF PAVEMENT. o HIGHWAY EDGE R PAVEMENT 5. LAYOUT DRIVEWAY OPENING PER TAPER METHOD OF LAYOUT FOR A MINOR COMMERCIAL 63O JohnsonAVenU 50' MIN. LENGTH MEASURED ALONG tL OF CONSTRUCTION ENTRANCE / EXIT (SEE NOTE I) i OUTSIDE EDGE DRIVEWAY ON STANDARD SHEET 608-03. o o ° Of TRAVEL LANE . Suite 7 „ 6. DETERMINE DRIVEWAY WIDTH W„ e.FROM THE MINOR COMMERCIAL DRIVEWAY CLASSIFICATION Bohemia . NY . 11716-2618 I OF TABLE I ON STANDARD SHEET 608-03. 24” TRANSITION (TYP.) T. INSPECT THE ENTRANCE EXIT AT WEEKLY SEDIMENT Phone: (631) 589-6353 . Fax: (631) 589-8705 ACCUMULATIONWITHINTHE STONESURF SURFACE AND FOR CONDITION. ® E-mail: INFO@PWGROSSER.COM GEOTEXTILE STABILIZATION, B. PERIODIC MAINTENANCE IS REQUIRED IF SEDIMENT IS TRACKED ONTO PAVEMENT AND COST STRENGTH CLASS 1 OF MAINTENANCE WILL BE INCLUDED IN THE UNIT PRICE BID. CONSULTANTS TYPICAL CONSTRUCTION ENTRANCE / EXIT PROFILE (FILL SECTIONS) PLAN A DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY ; I ! (SEDIMENT FILTER LOG) DRAINAGE PIPE— (SEE IPE(SEE NOTE 2) \ E I i WIDTH "W" 83 CRUSHED STONE OR RAVEL I (SEE NOTE 6) SEDIMENT NOMINAL 2X2 WOOD POST o GEOTEXTILE STABILIZATION.--_ FILTER LOG '- 1 ! t 1,5 STRENGTH CLASS 1 _ 1:2 SLOPE (TYP.) M ! 1�� FILL MEETING THE REQUIREMENTS \ ! ! (HEIGHT 6") !,1 OF EMBANKMENT MATERIAL—�\ �. DIRECTION / OF SURFACE 6" / GRADE TO DRAIN ! ♦ ! i I I RUNOFF FLOW_ / IN DIRECTION OF SURFACE FLOW I ! I I 1I -- i I SEE TABLE 1---_ fir. v, `TC::T y.:. :✓� e` ! ! 1 ! I I I I co a - - - i- - - - - - - - - - - - - - - - -�^ r'X / \ T"1 SEE NOTE 3--�., 11 � ! I ♦ II i 1 1 t ! �``� 1 � I I i I I ♦ I I / i 1 50' MIN. LENGTH-"L" MEASURED ALONG t OF CONSTRUCTION ENTRANCE / EXIT j j BOTTOM OF DITCH W. ._ _...........___._.. _ ..._ ___--.._-------.--.__.._.__.—_—�_____________ - - - — - — - — - — - — - — - — - —- - --- - t - - - - - - - - ` �r:v^�":O!,�.Oa��..� �.:�:•.•.�\:�� I I I I II o!W —1 I I t '' I DRAINAGE 90 DEGREES- STRUCTURE WALL o p I ! , I , j TYPICAL CONSTRUCTION ENTRANCE I EXIT SECTION A - A / 1 ! i 12' (MIN.) 11 1 ) Y ill ! TEMPORARYLSEEDTAND AMULCH� '''-- '1 t CROSS SECTION i \ TABLE 1 X HIGHWAY SPEED CONDITION DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY Ill 1.5 Z !< 2 ALL SPEEDS - PROTECTED BY BARRIER (SEDIMENT FILTER LOG) 3 < 50 MPH I l t 6 z5 MPH RECEIVED I I ; OCT 17 2023 � CD Souo Town i I j W I W A NOTE: HIGHWAY WORK PERMITS Plann ng Board SIDEWALK WITHIN NYS RIGHT-OF-WAY TYPICAL CONSTRUCTION ENTRANCE / EXIT PLAN THESE ARE FOR USE WITHIN THE NYSDOT RIGHT-OF-WAY (N.T.S.) (CUT/DITCH AND FILL SECTIONS) WELDED WIRE FABRIC (W2.9 6" X 6" WIRE V 0" MINIMUM FOR NEW REINFORCEMENT MAT PLACED AT MID CONSTRUCTION. REPLACE THICKNESS OF THE SIDEWALK) OR FIBER EXISTING WALK AT EXISTING REINFORCEMENT. SIDEWALKS CROSSING OFFSET. COMMERCIAL DRIVEWAYS MUST BE REINFORCED WITH WELDED WIRE FABRIC. 11 r4" TOPSOIL, COMPACTED, SEEDED 10 5' - R.O.W. 6„ ! AND MULCHED 9 REVISED PER NYSDOT COMMENTS 2/03/2023 J ITEM 610.1602 - ESTABLISHING TURF i ITEM 610.1403 - PLACING TOPSOIL g REVISED PER TOWN COMMENTS 2/21/2022 -- 1.5% MAX-- ► 7 REVISED PER TOWN COMMENTS 1/23/2022 PED.ACCESS ROUTE/ —I iI a °• -....� °a„ ° °.-; - =+- _ — — BUFFER ZONE j SIDEWALK WIDTH SLOPE TRANSITION 1—I l -� - i I__f — WIDTH VARIES 4'-0"MIN. MATERIAL AND — G 6 REVISED R NYSDOT COMMENTS 09/15/2022 SEE NOTE IE WIDTH VARIES { a r 5 REVISED PER TOWN COMMENTS 02/15/2022 ( ) TIE INTO 4 D 4 ADDRESSED FEIS COMMENTS 05/11/2021 ITL _ _ _ /��-ROOT CONTROL FABRIC, 3 — — — I--- AS REQUIRED; ADJACENT ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 - TO TREES, TO FULL DEPTH 2 ADDRESSED DEIS COMMENTS 07/17/2019 EXISTING GROUND OF SIDEWALK AND BEDDING. 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 CURB(TYPE VARIES) 6"(TYP,) 6"(TVP.) (SEE 609 SERIES Number Revision Description Revision Date STANDARD SHEETS) " CONCRETE WALK, 4" THICK TYPICAL. seENQ?e1A) 1.5/o M, SCOPE REMOVE, REPLACE AND ITEMH608.01ICK 01 - CONCRETEYSIDEWALKS Designed By Date Submitted VARIES (see qR/ESRESTORE UNSTABLE SUBGRADE AND DRIVEWAYS (CLASS D CONCRETE) TC 01/20/17 / - AS ORDERED BY ENGINEER. Drawn By Date Created 08/23/16 �--- ` 6" FOUNDATION BEDDING TC\LT ITEM 304.12 - SUBBASE COURSE, TYPE 2 SURFACE TYPE 6"MIN.SUBBASE,WHERE Approved y BG scale 6"SUBBASE CROSS-SECTIONAL VIEW Client: AS SHOWN (SEE NOTE 13) REQUIRED(SEE NOTE 9) 6"MIN.SUBBASE,WHERE 4"CONCRETE SIDEWALK THE ENCLAVES SEE PAVEMENT —� 6" REQUIRED(USE NOTE 9) (6"AT DRIVEWAYS) - -- 25' 56655 ROUTE 25 ..--- - — - ---" SAWCUT EXISTING WALK SOUTHOLD, NY RECONSTRUCTION OPTIONS VARIES 5' _ TO REMAIN A AND B ON THIS SHEET - Proie�' TYPICAL SIDEWALK CROSS SECTION CURBED t,' D L• G ? 1 WITH BUFFER ZONE '� J `�' �' 1J `' ° —� NYSDOT DETAILS SCALE: NTS i ti i 1/2" PREMOLDEDSAW CUT OR WET -SAW CUT SIDEWALK BITUMINOUS-IMPREGNATED j /� CUT CONCRETE / AT JOINT NEAREST Project Address: FELT. FULL WIDTH AND (�' WITH TROWEL O1 CONSTRUCTION p ?f�n DEPTH OF CONCRETE ° JOINT TOOL, 2" LIMITS. 56655 ROUTE 25 SLAB. MINIMUM DEPTH, EXPANSION CONTRACTION 1' 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: 2"TOP COURSETitle of Drawing: 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 2) ALL EXPOSED SURFACES SHALL BE BROOMED AND EDGES FINISHED WITH A 1/4" RADIUS EDGING TOOL. THE FINISHED CONCRETE SURFACE SHALL ITEM 404.198901 0 „`;_/ ^,(' ,�':.%,��'�',,. %;�_fr.,y1�,'`,/rl j,+• BE TREATED WITH A CLEAR, NON YELLOWING CURING COMPOUND. ,,-, f 3 '"'" 3) NO CONCRETE SHALL BE PLACED BEFORE APRIL 20TH, OR AFTER OCTOBER 31ST. NO CONCRETE SHALL BE PLACED UNLESS THE AMBIENT AIR AND j���/���/��� � 6"BASE COURSE IN TWO 3"LAYERS BASE MATERIAL SURFACE TEMPERATURE 1S ABOVE 40 DEGREES. w /�/ / / / / // NYSDOT DETAILS�/ / /j ITEM 404.258901 4) ALL WORK SHALL CONFORM TO NYSDOT SPECIFICATIONS. ` \ \ \ 6"SUBBASE COURSE 5) ALL WORK SHALL CONFORM TO ADA REQUIREMENTS. ITEM 304.10119917 TACK COAT 6) CONTACT NYSDOT ENGINEER IF PROPOSED SIDEWALK IS LESS THAN 5' WIDE. a ITEM 407.0102 7) RUNNING SLOPE/GRADE WHERE HWY GRADE IS 5% OR LESS: 4.5% s RUNNING SLOPE/GRADE WHERE HWY GRADE IS 5% OR MORE: HWY EDGE OF PVMT GRADE IS MAX Drawing Number. N OF NEW TYPICAL PAVEMENT RESTORATION DETAIL �,`Q't PNDREW � SUPERPAVE WARM MIX ASPHALT Q� �o W o19 SCALE: NTS * * ® W 43 r_ � E W >� Sheet of 4 a o 09 5 3 ��V 14 24 FESSIO PWGC Protect Number: iL Unauthorized alteration or addition <-M to this drawing and related documents AVG 1601 -w NYSDOT CASE NUMBER 97500 is a violation of Section 7209 LL o of the New York State Education Law ~o Q a a S.C.T.M1. NO. 1000-631-03-17.3 `� � ' - ' (IMPROVED,OVIwI , CC}NNECTED TO PUBLIC NJATER) y i5 LAND NOW OR FOR=-,..ERLY 01= a� LA''.D NOW OR FORMERLY OFLG A; VALERIE M.SCOPAZ i VINCENT DOLOMITE&ILEANA DOLOMITE ris S.C.T.M. NO. 1000- 303-16v �- � Landscaping(I'rA, ROVED,CONNECTED TO 'UCLI10 A,ATER)S.C.T.t , NO, 1000-63-03-17,4 (IMPROVED,COI` NEECTED TO PUELIC WATER) NOTE:DIRECTLY EAST OF HOTEL 15'DEEP FRONTAGE LANDSCAPE AREA IN '7- F": 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF COMPLIANCE WITH SECTION 280-94 ROOM,PLANT CUPRESSOCYPARIS t? THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN,ANSI - Ca 15'DEEP FRONTAGE LANDSCAPE AREA IN TRANSITIONAL ZONE LEYLANDII 18'-20'TALL. w _ COMPLIANCE WITH SECTION 280-94 15'DEEP FRONTAGE LANDSCAPE AREA IN 260.1. PROPOS CUPRESSOCYPARIS COMPLIANCE WITH SECTION \ TRANSITIONAL ZONE RELOCATE EXISTING 426 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. ACER RUBRUM i --__ STORY FRAME 26as3(B) 'OCTOBER GLORY'(2) ORNUS FLORIDA I PATH LEYLANDII(133) 27 �J _\ / GARAGE TO REMA10.00' 3. CONTRACTOR SHALL STAKEOUT PLANTINGS FOR ENGINEERS AND/OR LANDSCAPE ARCHITECTS APPROVAL VAR RUBRA(4) 28 28 121 S07°44'40"E _.• _ PRIOR TO BEGINNING WORK. 32 62 _�__ u"r. ",-- w ,'•.' 1..>.' ;:, y;.>;r '"'-' =O 4. SHOULD LOCATION OF TREES BE WITHIN V OF UNDERGROUND UTILITIES RELOCATE SAID TREES TO MIN.5' 3o S07°38'10"E ` ". w "',,t ,+'` +;c:` '%; ;" !', m FROM BALL TO UTILITIES. �: : - . ,,,, r�. ., - = >1> Ho Strate is Environmental and En ineerin Solu i ..:. __ .. �, •--•.r », ;, � �., . ,�,�,: � oo r -!., ,. I:'" d, yryti. .,e,,, a9 qct, .: �. _..._.. _sd,;a.- _..._C.. ..._..: y s, , --- - CORNUS FLORIDA T X WIRES.TREES WILL BE PLACED ON UNDISTURBED EARTH AND BACKFILL WILL CONTAIN AT LEAST 50 „. ;,•,; - ,. ,.. .._: ._ ..._ ::{:: AXUS ME �<W ., DIA r ,. �.: �� ,, _....._ �.. _ ;.;, _ TAXUS X MEDIA ;:.' nL HICKSII 22 ' ". •• u .,,. �. � < - =`, .� `. ` -., `°'•:'` �t�°_.._ �_ .,,, L... PERCENT OF THE SOIL TAKEN OUT 0 THE LA VAR R " --�: :•� -,��-' z �`-.;;<,• "'�•,;,:� LIBRA 4 • PROMOTE GROWTH IN THE SURROUNDING re. ,': s.• _ �, - r„,,__ _...�. %rt,` HICKSII (173) n (� \ F PLANTING HO 0 ( ) ET ...... 6. SHREDDED BARK MULCH AND SHALL BE KEPT AWAY �, ` � I ::: ..:...: _'.'.'.'. '••-'. -.. ••.•••.•. ALL BEDS SHALL BE MULCHED WITH 4 INCHES OF FINE � ,; `�• • � �' � s!-a. „xra�,,,,,, 17 t,:<e�•: a7!F,.' ,.. ® ..}..pe� O '., .:..'.':.':':''':':':':' ' ':r- `�. >,:te., •. : iii :: c ME .. .. : ':;:;::"'. FROM THE IMMEDIATE BASE OF TREES AND SHRUBS. ,. L . . '........... 3 :.'.. f� �•:, '-';�` �2i,»« ;��,�, ,,;` _..._.-_..._.._.......___........ :: :: .:..::.:�� .. ........ ..-... 7. FAIL LANDSCAPING SHALL BE MAINTAINED IN HEALTHY AND VIGOROUS GROWING CONDITION. PLANTS THAT ::;;:fin 179 SF .....pn ° �- �,- 2 SHALL BE REPLACED WITH PLANTS OF COMPARABLE SIZE AND TYPE AT THE BEGINNING OF THE NEXT 630 Johnson Avenue. . Suite 7 ; LANDSCAPE 403 SF LANDSCAPE 2 GROWING SEASON TO MAINTAIN PLANT DENSITIES AND SPECIES MIX. z, tidy :::;:;::: A LANDSCAPE AREA PER n O AREA PER SECTION 8. PLANTING OF DECIDUOUS TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE 1 AND OCTOBER 15 Bohemia . NY . 11716-2618 / SECTION �� 280-95(A) 1 SECTION 260 93(B) %I TO DECEMBER 15. PLANTING OF EVERGREEN TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE Phone: (631) 589-6353 . Fax: (631) 589-8705 � '•. X ' O 110,_0. 26 5 280.95(A) .. _.� 1 AND SEPTEMBER 1 TO NOVEMBER 15. ......w 1 � 1 1 z PROP.TREE a :' � a 26 CORNUS FLORIDA I------�5 - -i / 9. IF PLANTING AND/OR SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH MUST BE E-mail: INFO@PWGROSSER.COM o R SECTION :.:.:....;v, VAR RUBRA(4) li %%t• O -- _ _.---.-. ' 263 SF APPLIED UNTIL FAVORABLE WEATHER CONDITIONS PERMIT GERMINATION AND GROWTH,BUT NO MORE - ) 280-95(A) '.;� ( o -- --' I THAN 6 MONTHS AFTER PROJECT COMPLETION. b - g;-0. >:' :::•:•:<�' ----- -- - LANDSCAPE "' --- ° - ..-'T_:..... -_..: 186 SF CONSULTANTS s'MfN. o ""h' 10. ALL PLANTING BEDS SHALL BE CULTIVATED TO A DEPTH OF 8 INCHES AND RAKED TO REMOVE SOD CLUMPS, I �1 ' 29 LANDSCAPE o '�c AREA PER SECTION 'Irk n "' o�0�0 1`''�` AREA PER ? 060-95(a1 15'D• P F%NTAGE • NDS6,P WEEDS,STONES AND OTHER FOREIGN MATERIAL EXCEEDING 2 INCHES IN DIAMETER.IMMEDIATELY AFTER ACER RUBRUM F O n ;'' a o��� w -'w-w SECTION %�n O to AF YII COMPUANCVWITH o PLANTING,WRAP DECIDUOUS TREES TRUNKS FROM BASE TO FIRST LIMB WITH 4 INCH WIDE BITUMINOUS OCTOBER GLORY (2) , 4 Z : ;� SECTION 280 93 B 280-95(A) ;.,. a ( ) v , IMPREGNATED,INSECT RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE.TIE WITH JUTE AT u TOP AND BOTTOM. THE TRUNK WRAP SHALL BE REMOVED ONE YEAR AFTER PLANTING. 1 \ts'T f, \ ?+ Q ]Cl'nUnCLL' JL L'u UOn:1n-T2-z', '�'',LIp: ,: • ° 11. THE USE OF NATIVE,DROUGHT-TOLERANY PLANTS IN LANDSCAPING IS REQUIRED. J7 M. � 25' o S�P '•,F.E. 12. WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%OF a a • -- u THE TOTAL NITROGOEN N THE MIXTURE IS REQUIRED. .................. n. O <; z \ 27 ::: :.':: 13. A MAXIMUM OF 1 SB.OF NITROGEN PER 1000 SQUARE FEET IN ANY ONE APPLICATOR WITH A CUMULATIVE �� LIGUSTRUM n;. EXIST.TREE PER b...• .•. O .L PROP.TREE PER APPLICATOIN OF NO MORE THAN 2 LBS.PER 1,000 SF PER YEAR IS REQUIRED. IBOLIUM ) p o SECTION 280 95(A) ..::: SECTION 280 5 A �- RN 9 U FL RIDA • ,a: ( ) 14. THE APPLICATION OF FERTILIZER .� I PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM a \ BAR RU RA s s-O : . . . :• . . . O n IA ' _ u i T X 99 SF LANDSCAPE BETWEEN NOVEMBER 1st AND APRIL 1st IS PROHIBITED _ ) s \ US ME AREA PER SECTION ACER RUBRUM ( , ® -- ` ' _ ' ' ' ' �` ' ' ' 'HICKSII' 67 D 280-95(A) 'OCTOBER GLORY' 2 a 15. PHOSPHORUS CONTAINING GRATER THAN 0.67 IS NOT ALLOWED EXCEPT WHEN ESTABLISHING A NEW LAWN. LI STRUM X I : •;a ( ) IBL M(48) ' ' : LIGUSTRUM X - ° Iia " - UPON COMPLETION OF LANDSCAPING WORK,ALL EXCESS SOIL,DEBRIS,ETC.SHALL BE REMOVED FROM THE SITE. � IBOLIUM(59) Q In rre' I rb.i� �"�.�,; -'- -. THE SITE SHALL BE IRRIGATED. SPRINKLER HEADS AND PLUMBING FIXTURES SHALL NOT ENCROACH UPON ANY f.260-er __o _ » o RIGHTS-OF-WAY OF THE TOWN OF SOUTHOLD. CORNUS FLORIDA- VAR LORIDA me �NO '2 o o VAR RUBRA(1) o {' nr,n z� I T LANDSCA PARKING - ® W r%� AREA INC PLIANCE 32 LI USTRUM�-- t.. 26.5 WITH SE LIGUSTRUM 1 JUNIPERUS DAVURIC a ° ° ( i' I 14 VA, o \' IB LIUM(48) LIGUSTRUM X IBOLIUM 36in 280-95(B)(C) - 2. : ( ) \ EXPANSA 2 26FLORIDA O CORNUS FLORID OG 1 IBOLIUM..(36)..._.._.._._.. �n� i -VAR RUBRA(3) I , 1,57t SF W ,s°. "r r.. LANDSCAPE,571SF CUPRESSOCYPARIS LEYLANDII 10 - J, - AREA PER ( ) � ; g SECTION IBO IUM(48) RIDGE LIGUSTRUM X RIDGE r. clN 280-95(A) j \ IBOLIUM(25) \ 15'DEEP FRONTAGE LANDSCAPE AREA IN r , COMPLIANCE WITH SECTION O - LIGUSTRUM X \ a U n ja 280-93(B) = i IBOLI M-(25) LI USTRUM X 0ik FIVE SHADE TREES ALONG - IB LIUM(53 ° p ; YARD N COMPLIANCE WITH FSEC ION X. o 28� Ju 280-93 AS SHOWN ( f' .r'1 ( ) aJ' �uUUL" 'GGUt]n(...,]:.]ULI::UU OL: ;lU ']C) I:I::,FOAC! .:nC OOt;9n�L.,4 J IJ L•G � i c:nnnnans,nnnnn^.c GRASS PAVED WALKWAY ar ,onononnrR,rnnnnnnnnn ,uun \ \ ° f •�'-PROPOSED FIRE HYDRANT n o o n e I ' NOTES: I - na i= nne O 3O� r.,r,r'r nr.: t \ REMOVE ALL PLASTIC&WIRE TABS. NATURAL AREA I Rnnnr: r.:nnnn nnr SS$AWERS nnnn nnnnr.,oe „r.:c O ° ° ORN�JS LO IDA i r . ° /' �i t, J- 520 SF LANDSCAPE ACER RUBRUM " DO NOT CUT BURLAP FROM SIDES AREA PER SECTION VAR F�1JB ( �_ _ JUN�R� S DAVUR CA °° LAND NOW OR FORMERLY OF OF BALL. z6o 95(A) LIGUSTRUM I 'E�(PAN A 12 2s 'OCTOBER GLORY'(2) ,,� " �( ) ;°q a JANET L. RYAN \ PROP.TREE PER \' °' " S.C.T.M. N0. 1000-63-03-13 l REMOVE ALL PLASTIC CORDS FROM ACER RUBRUM l \ 32 PROP.TREE PER CORNUS FLORIDA 31 X IBOLIUM ( ) I 0 °O'"° r, TREE BALL,IF PRESENT. SECTION 280-95 A t n r� n n a 'OCTOBER GLORY'(3) CORNUS FLORIDA SECTION 280-95(A) VAR OBRA(2) 1f 5) W`M - - \ \ G�po�' ,�t p (IMPROVED,CONNECTED TO PUBLIC WATER) nnnon❑ ,, VAR UB A� I a I R >..,' I o I n oiinnr:' "GRASS PAVERS '°'';i JUNIPERUSDAVURICA -- l� nL, ; '�27 ' � I - ----- i µ ,�°• o 'EXPANSA(3) f ARIS �. UPRESSOC 34 1?, a a'r' n n - o- «� .f: ark,, r,•>, y,:y t, t, - O EVE ' ,P.- .a - - u- -� -=4. �� •�::,:' .: ��'h�''�,,: 1+9C ,q » °7:• n'',= f,: a �;<t` .;u-�a•a g - � EVERGREEN TREE LEYLANDII 5 r 50"W .,,_,,.•' � / --- 616.5 ' �to t d,ary � �• �• � - � � z 33 \ LANDSCAPE PARKING / I CORNUS FLORIDA x o z ACER RUBRUM AREA IN COMPLIANCE LANDSCAPE PARKING \ s - m SOIL SAUCER,TOP W/MULCH 'OCTOBER GLORY'(3) WITH SECTION AREA IN COMPLIANCE - VAR RUBRA(3) of N WITH SECTION m SET TOP OF ROOTBALL V ABOVE N 26x95(B)(c) 30 ACER RUBRUM 280-95(B)(C) 'OCTOBER GLORY'(2) FINISH GRADE / / N 31 SHREDDED BARK MULCH AT 4"DEPTH 11 LAND NOW OR FORMERLY OF 1 4"DEPTH OF COMPOST,INSTALL 10 CHARLES W.WITZKE 32 AND MIX W/PLANTING BACKFILL -c---n--o -0---� G 9 REVISED PER NYSDOT COMMENTS 02/03/2023 S.C.T.M. NO. 1000-63-03-28.1 - MIXTURE CUPRESSOCYPARIS 8 REVISED PER TOWN COMMENTS 2!21/2022 N05°30'5 "W (IMPROVED,CONNECTED TO PUBLIC WATER) / / / REMOVE BURLAP FROM TOP 1/3 7 REVISED PER TOWN COMMENTS 1/23/2022 51.34' LEYLANDII(46) LANDSCAPE PLAN _ x OF PLANTING BALL 6 REVISED PER NYSDOT COMMENTS 09/15/2022 a °• `: ' " PREPARED PLANTING MIXTURE 5 REVISED PER TOWN COMMENTS 02/15/2022 rr ` ' 4 ADDRESSED FEIS COMMENTS 05/11!2021 UJ , 33 SCALE: 1" = 40' LAND NOW OR FORMERLY OF °° y 25%"COMPOST 75%TOPSOIL nu t CC OCAI TV Vnl nu.tc t 1�+ ^•' 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 � ', •• PH RANGE:6.7 TO 7.0 0 40 8O i;4:. . :(r.::._ 5 LBS.TYPE 1-ROOT GROWTH 2 ADDRESSED DEIS COMMENTS 07/17/2019 PREl ;11:W; I: Tir:_r; ENHANCER PER CUBIC YARD OF 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 MIXTURE {'i''' '- ("I(' I Number Revision Description Revision Date SCALE: 1" 40' _ - -"j--" DO NOT EXCAVATE LOWER THAN BALL DIA. BALL DEPTH.IF EXCAVATED BELOW THE BALL DEPTH BACKFILL AND COMPACT Designed By Date Submitted XISTING TREE BALL DIA.x 2 MIN. TO PREVENT SETTLEMENT. TC 01/20/17 AT TRUNK Drawn By Date Created h ^ TC\LT 08/23/16 ROPOSED �(E O PLANT CENTER TYPICAL TREE PLA NTING Approved , ', STONE RETAINING t J SCALE: NTS Client. y BG scale ASSHOWN �-� \r' -• J ' s,�' WALL 0-----Q - PLANT ROW - .. ., - t ,"t;;fr ' �`i 1, f; '/ PRUNE 1/5 OF GROWTH& 77 23 $ ••• TYPICAL ON CENTER a d` 's'A/ ,•. !;"> sl 12"MAX.WALL HEIGHT , BROKEN BRANCHES BUT ,, , ', 56655 ROUTE T 25 +' O � O SPACING AS LABELED ON ,4, , � ; _ ,> .✓zx wt F't_,, y ,E .'. _ y PLANTING PLAN RETAIN LEADERS AND fit; - ', AC -- NATURAL FORM OF SHRUB SOUTHOLD, NY PLANT SET AT ORIGINAL PLANTING Project: - ...a, r ,. •. 18"MIN. DEPTH '1';y.•c�" ..•':;,r;.Y' a)t'F.sa','�'.5, �k"Jz","Y.- 1 Q QTY BOTANICAL NAME COMMON NAME SIZE SPACING ' . 3„MULCH WITHIN �"•;.,`4±; a;.,,�, ' , !`�:..,-;` �ss�;.;x-s€,;*k,.$��•»::-a��;�:�,,."��'-G<.�^ 3"DEEP SHREDDED BARK MULCH �>` >> c' :.' • AS SHOWN GRASS SEED ASSHOWN ASSHOWN SITE PLAN EARTH SAUCER FL SEED PROVIDE FULL COVER « :' • 12"MIN. PLANTING BACKFILL %moi. '' ';� spy; ''�> •. ASSHOWN >- ,> »;. <; tel" J '• WHERE SHRUBS ARE PLANTED 27 CORNUS FLORIDA VAR RUBRA RED FLOWERING 2"CALIPER MIN,B&B. _ v WEED BARRIER '<z 5 TE ENTIRE �, RECTION • f,< IN MASS EXCAVATE LANDSCAPE PLAN j yd; " PLANTING BED DOGWOOD a; ' a. • HEDGE TRIMMED TYPICAL GROUND COVER LAYOUT 452 LIGUSTRUM X IBOLIUM NORTHERN PRIVET 2 GALLON CONTAINER ASSHOWN Project Address: r • 56655 ROUTE 25 SCALE: NTS 18'-2MIXTURES. ROOT CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS (EAS'TALL,B&B AS SHOWN,8't O.C. x TOPSOIL MIXTURE ROOT AS ER 133 (EAST PROPERTY LINE& (133) SOUTHOLD w 3"DEEP SHREDDED BARK MULCH BALL BALL A.A.N STD. STP AREA) SUFFOLK COUNTY, NEW YORK 0 61 CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 18'-20'TALL,B&B AS SHOWN,8't O.C. XISTING TREE Q UNDISTURBED EARTH (WEST PROPERTY LINE) (61) County Tax Map Number: Contract Number. _ 6-MIN. 1000-63-3-15 ATTRUNK 1`_. . ..�- 18 JUNIPERUSDAVURICA'EXPANSA' PARSONS JUNIPER ASSHOWN Regulatory Reference Number. �_...,. PLANTING BACKFILL MIXTURE I Ir-11 III I II f 2 GALLON CONTAINER ROPOSED C' ' f= '_yvx - ideofDra .r :.-..-i :. T wing: STONE RETAINING -- - ACER RUBRUM'OCTOBERGLORY' RED MAPLE ASSHOWN "'-1- '' �( -� 10 2.5"-3"CALIPER,B&B - :: _ (.-" :I i AS PER AS PER WALL - _> go g r' e. 6„ A.A.N.STD. A.A.N.STD. 6„ HEDGE TRIMMED LANDSCAPE PLA N TYPICAL SHRUB PLANTING MIN. MIN. 262 TAXUS X MEDIA'HICKSII' HICKS YEW 2 GALLON CONTAINER ASSHOWN SCALE: NTS TYPICAL LARGE SHRUB PLANTING 18 MIN. AND DETAILS .�-• / :•: 4•. SCALE: NTS EXISTING TREE TO N-SHOWN TH LIMIT OF TREE CANOPY- CONTRACTOR TO PROVIDE TREE TEMPORARY TREE PROTECTION / NOTES: PROTECTION FOR ALL EXIISTING TREES TO REMAIN PRIOR TO EXCAVATION,GRADING,CLEARING OR GRUBBING. SCALE: NTS • FINISH GRADE(LAWN) 1.SPRAY ALL PLANTS WITH ANTI-DESSICANT. TREE PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON THIS SHEET. :• •• , CONTINUOUS CLEAN, SHARP,&SMOOTH 2.SHRUB SHALL HAVE SAME RELATION TO FINISH GRADE 5 AS EXISTED AT NURSERY. �.' SHOVEL OR TROWEL t2 y . . ' SHAPED EDGE EXISTING TREE DESCRIPTION AND SIZE 6" p 3.IF &BURLAPPED,REMOVE TOP 1/3 OF BURLAP. "B&B-BALLED D Drawing umber. o BETWEEN LAWN AN NOTE: win N _ ____............_ _ i MULCHED AREAS D AN BURLAP c QF NE ' 4.REMOVE ALL PLASTIC&WIRE TAGS y a • ' , FINISH GRADE(MULCH) ALL TREES,SHRUBS,AND GROUND COVERS SHOWN TO DRE APPROXIMATE SCALE AT 10 YEAR MATURE SPREAD TOTALS � 5. REMOVE ALL PLASTIC CORDS FROM TREE BALL,IF PRESENT IN GROUPINGS OF SHRUBS,EXCAVATE ARE SUBJECT TO CHANGE BASED UPON FIELD INSPECTION. Q� �O A 12"MAX.WALL HEIGHT �/ ` !I RECEIVED //\:\ EE AND BACKFILL ENTIRE SHRUB BED AREA w/PREPARED BACKFILL o i ALL TOPSOIL FOR PLANTING SHOULD HAVE A LABORATORY r m TESTED ORGANIC VALUE OF 5/"MINIMUM.SOIL SHALL HAVE A 0 C T 17 2023 < /\// PH VALUE BETWEEN 6-8.SOIL SHALL BE FREE OF ALL STONES s Sheet of a NOTE: PERMANENT TREE PROTECTION AND ORGANIC MATTER LARGER THAN 11/2"DIAMETER.SOIL S Southold Town pl 092 3 E WHEN GRADES SURROUNDING TREES PERMANENT TREE PROTECTION TYPICAL EDGING BETWEEN LAWN AND MULCHED AREAS FOR PLANTING PITS SHALL BE AMENDED AT THE RATE Planning Board �,o �, 15 24 GREATER OR LESS THAN 1:2 SLOPE OR 1' SCALE: NTS SCALE: NTS CUBIC YARDS OF WELL ROTTED MANURE PER CUBIC YARDS �or EM PWGC Project Number. OF TOPSOIL. ry w GRADE CHANGE. Unauthorized alteration or addition CONTRACTOR TO PROVIDE PROTECTION FOR EXISTING TREES to this drawing and related documents AVG 1 601 -w+ is a NYSDOT CASE NUMBER 97500 eNewYorkSatn of ection7209 LL SHOWN ON PLAN. of the New York State Education Law �o a a 1'. `;tis. 1j I! I1 I 3'�n_"L - _____ - .::_.__..- __ I \` ij _...._j1 �\, -- I ! I ;_� I I I: - �r., t 11ia� f h ti; ` 1i b.a b.o 1!b.o b.o b.o b-o ''.0 0 b o b. b.o b .1 I 11111111,11% 111II!, __,._-,_._,._-__. ,\ t'• ii-__..._.. if 5.0 5.o b.o b.o b.o 5.0 b.o 5.0 b.o 5.0 b.0 b.o 5.0 b.o b.o 5.0 0.o b.o b-o b.o ..0.0 5.o 0.0 b.o b.o b.o b.o o.o b.o b.o b.o b.o b-o b.o b.o b.o b.0 b.0 b.o b.o b.o 'C:-=f"o= -o b.o b.o 5.0 b.o b.o o.o .0 b b o b. b.o b. ', \, i _- -'�,:' Y r b.o b.0 o.a b.o b.0 b.0 5.0 b.o b.0 b.o b.o b.o b.o b.o o b.o b1a b.o b.o b.o b.o b.o b.o b.o b.o b.0 5.0 5. b.o 5-o b.o b.o b-o b.o b.0 b.0 5.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o o.o; b.o b.o b.o b.o 'iI b.o b.o b.0 0.0 b.o b.o b.a b.a b.o b.o b.`, e't.a b.a b.o 0.0 5.0 b.0 b.o b.o 0.o b.o 5.0 b.0 5.0 5.0 b.0 b.0 5.0 b.o b.o b.o b.a o.o b.0 0.0 b.A b.o o.0 5.0 b.0 b.0 b o b 0 b. b.o b. �'� !I Ii EI 2se Qt "I C1..._.._Q t \t ;'�' r,w b.o b.o 5.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 1.0 b.o b.o b.o b.o b.0 b.0 b.I b.o b y• 0.a b.o b.o b.o b.o b.o b.o b.o b.o 0.0 5.01 b.o b.o S.o b.o 0.0 0-o b.o b.o 0.0 5.0 b.0 1.0 b.0 0.0 5.0 b.0 b.0 1.o b.o b.o b.o b.o b.0 b.0 l2b.o b.0 b.o r- .0 b.0 5.0 5.0 0.0 �e b.A'.0.0 0.0=: b.o b.0 b.o, b.o b.0 b.o b.o 0.o b.o b.o b.o 5.0 b.o b.o b-o b.o b.o b.o b.o b.o b-o 0-o b.o b.o b.o b.o b.o b.o b I b o b. b.o b. �'_ -. b.o b.o b.o b.o b.o 5-0 o b.o b.a b-o b.o b.o b-o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.o b.o b.o b.a b.o b.oi b.o b.o S.o 0.0 0.o b.o 5.0 b-o 0.o b.o b.o 0.0 b.0 0.o b.o 5.0 b.o b.0 b.o b.o b.o b.o b.0 b-0 V0--b.0_-b.o .a 5.0 5.0 5-0 b.0 b.0 5.0 b.h vo.o t.of' 5.0 b.o b.4 I b.0 o.0 b a t.o� b.o b.o b.o b.o Qb.o �fi b.o 3 o001b.o b.o 5.o b.o b.o b.o 5." o.o b.o b.o b.o 5-o b.o 0 5 o 5. b.o 5. Strategic Environmental and Engineering Solutions ze 2e 2a �>; \ / S07 44'40"E �- b.o b.o b.o b.o b.o b.o 5. b.0 ?o b.o b.o b.o b.o b.o b.o b-o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o e b o 529 b.o b-o b.0 b.o b.o b.o b.ai b.o b.o b.o 0622.7$0 b.o b.o b.o b.o b.o b.o 11b.o b.o 0.a b.o �b.o b b.)S_-�-.o _y____%.o U.0 1.o b.o b.o b.o 5 o.l o 0.0 o b.o b.o o,o b.0 b.o._.�.e -0.0- 6:0 6"t:o 5-o"b.o ­11-16- b:o""""'b:o" o.o'- b:o b.o b b o 5. b.o 5. 1 31 30 S07°38'1(� ) i ,. z-� - -�:�� b.o 0.o b-o b.o b.o b-o b.o o b.o b.o b.o b.o b.o b.o b.o b.o b.o b 0 b o b o b o, 5 n A 0 t *� �._..-,.__,; ,_, L.._,„...__,-. L c-- ®, " . o.o 0 0,0 o b,o 50 .ob.A-r b.e'"S:n" o:o .o bo 5.ef't"6'.ukg=b:6'• bib b.o b.o b.o b.o b.o b.o o.o b.o b.o b. b.o 5. b.o ` o c 0 b o b.o b.o b.a b.o b.o bQ 6 6 s o 3 0.2 1 b o b. 5- b. ' " ,. ..n--c__Q_. -..o--n-<'_"'-�'__c-o-'_'f,f,r,G ...._.-.W... _ ._-- .____ .._-,_. -- ,,,.+n n^ 3 �.' •,.. f, 1- � r w _._.,, �._"' -----...._ .._ _.._ __...... 9 .._...- _......- _... - b-o b.0 b.o b.0 b.o b.0 0.o b. b.o .0 b.o b.0 b-o b.0 b.�. b.o b.o b.o b.o b- b.0 b a' -•e - .... (V �+ q o b.l b.1,,,,5.7 b.f >?x�,arsb#? ,,5.1 b. o b.o 5.0 b o b.o b-B 6.o b.o b.ro $.o b;o _ 5.0 b,.o �,,p_ b,.a__'a A _b.a-.-.b 0 --b.e 0 c- 5 0 -b.a'-'b.o '0.0 5.o b.o b.o �o.o o.o b.o b.o o.o o.o b.o 5.0 b.0 5.0 b.o b.o b-0 0.0 b.0 b.o b.o b.o b. , u.l b.z 5.4 5.7 1.2 1.6 1.6 1-z 5.7 b.s !5 7 i.z 5.7 5.7 i.s o b�S. 6 1.6 i.9 9 e b.4 b. 1 I: :. Q_ . \ �, - b o b.o b.0 o b.o b.o b.o b.o o b.o 0 b.0 0'""""0:0"'"b.o b. b. U.0 5.o b.0 b.o 0 0.0 .1 z 0.3 0.3 u.2 0. �; 1 o b%12 o 5.0 b b.o b.o 0.0 oQb o b. ('�.o b.o( b.o b.a 0.o b.o b.o 0.0 0.o b.a 5.1 1 b.z .y' b.4 b.6 i. - 3.s 3.1 .9 .1 2.3 b 0 0 a b. 5. 5. 630 Johnson Avenue. . Suite 7 �l Q O OI'D 1 , on / \\. b.o b.o b 0 b.o 5.o b.0 5.0 b 0 b.0 b o 5.0 b.o 1� a \ _ .0 5 0 5.o b.0 b.o b.o b.o 0 b-a b.l 5.1 5.3 5-6 .9 b.e b.9 b.6 .3 b.l 1 b.0 0.o b.o .o b-o b.o b.o b.o b.o b.o b.o b.1 b.1 5.1 0.1 b.l b.l 5.1 b.l b.l b.o .o .o b-o b.0 b.o 0.o b.a b.o 5. o.o b.o b.o 0.o b.o 5-o b-o b.o 5.1 5.1 b.3 j s b.s 9 i.s `2.7 `2.9• 2 4 o tz.9'1`)�8 1 '42:0 -'`2.5--i.5 Z.s i.'� b.9 5.' b.f� u 5 o b. 5. 5. • ''' T�' EXI�TNJG� �' � Bohemia NY 11716 716-2618 pa 1pa a a 1pa pat 4;, $E`<"` - s r ; / I to MH: 14 REMOVED 4 'SUPERPAVE"A Phone: (631) 589-6353 . Fax: (631) 589-8705 b.o b.o b. 5.o b.o b.o b.o b. o b. b.a b.o 6.o\b.o b.o b.o 5.0 b.o b.o U.o 0.� 5.4 4.1 �Z.4 Z.zC.11. s o.z o.l o MH: igH: IBH: ffiH: ffiH: ISH: 19H: �H: FBH: '�.o b.o b,a b-o b,o b o 0.0 5:`0-'"� I 5.0 5.1 b. b.2 b.5'.''' .0 9., 6 z. z s .0 o.6 0-e 4.7 '1.i 'z.1 S. b4�_ b.b b M 5 a b (SEE DETAIL 01 E /// n I 9..... ..,... . : 1�.. MH -mail: INFO@PWGROSSER.COM }} (,,,.. _..� 1L i :111 b.0 b.0 b.o b.o b.o b.o 5-o b.o b o b.o b.o b.o b`;0 b.o b.o 1.0 b.o b.o b.o b.o b.1 lb.l 5 b. i.s 10.7 `3.7b.\ b.z b.l b.o 5. / � h2 bb\0:o a o.o o.o / b.o 5.1 5. 5.3 b.6 .s Z.s 9 i. i 9 0 6 o.s b.s b.9 J , .1 b.9 5.7 i s` rlallpack -Io o b b o 5 5. b. b.o b.o b.o b.o b.o b.o b-o b. b.o b.o b.o b.a 5 b.o b.o 0%b,o b.o b.0 5.1 5.1 .6 1.s S.s 9.7b.s b.z b.l b.o 5. . , ` H: i4 O 4H' 9 ' CONSULTANTS \ _- b.A 0.1 b. b.3 b.7 6 *z.s i 4. $. i. 5.7 b.s a 9 0.9 .7 o.s 4 b.6 b-o b b 0 b b. b. �_ a ' ----------- X \ / MH: 2 j a II a th \ /j 5.0 b.o o b.o b.o b.o b.o 0 0.0 .0 b.o o l b.o Ib.o b.o b.o b.o b.o o b.1 b.Y b.z 5.s i.o Z.o i.9 '1. b.s b.z b. `"-- S. 1 5. b.3 5.6''- .3 Z.1 1.7 �i.3 i.s o.9 b.s 5.4 b.3 5.9 o.s `o® I b1� a 3 i Q O \ --...,. .-..._....... ..... .-_ qa �? l" ......_12.3_ �5.� b.o U o 5 5. b. \\-// 1. _._... - - _..,.... ath 1.0 b.o 5. b.o 5.0 b.o o-0 % 1.0 b.: b.o o 'b.o 1.0 o.o b.o t.(I. b.o bxo 5.1 5.1 b.z b.9 b.e 1.2 5.1 5.9 b.z b.11 � 5- --__--- --- b.o o,l b. 1.z b.sla� .9 '1.3 SJi.. `1-1 b,6 5,4 5.3 b. 5 6 5 1.3 .o 7. �,4/ 5.3 5.3 b.v---'G.6 5.7 b.5 5.3 5.F 5.1 I 0 5 5. b. b _..__ . b.o b-o b.o b.o b.o b.o b.o b.o a 5.0 o U�o �.o �.0 0 0.o b.o b. �. 5.1 5.1 z b i.o `1.6 i. b.4 5.2 b.1 b.0 5. \ \ __'_____ _~ _ O �. at late % �Q 9 ( b.a o.� S.o b.l b. b.z 5.4�� ., i.l i.o 5-6 5.4 b. b. b 9�i 3 '2.3 H o > .0 5 b. b. -11 b.o Vo b.o b.o b.o b.o 0.o b o b.0 b.o b. b. of b� b. 5.1 b.3 b.6 i.s 9.4 'z.e �.s i. 5.6 b.z b.l 5-0 5. \ \ l\ b.o b.o b.o 5.1 5. � .9 i.6 } z y \ " ,1 1 h5.8 5.9 b. .� EXISTIN TO4ei. 'Z.2 i.o 9 jp 0- + 0 5 5. b. -. , noa'..,, 'no, nDnDrr.r.:en nnaaonnnQ gnn r.r..', slate'4 .7 i 4 E46 b.i 5. w UT b.o 1.0 o 1.0 b.o 1.0 b.o o b.o b.o b.o b. 1 b.o1 b.o b.o b.o b.o b. b.1 b.3\5.6 i.7 9.1 3.s 9z.7 i- 5.6 b.z b.o b.o b.o b.o b.o b.o b.o b.o 5.a b.a 0.a 5-a 5.1 5 ?q 2h T �[�g g Ep VVVVjVJF1V3 3!.W .T �i b.� b. \ t\ �hncY,. or atgt t .P b.9 5.6 R MOV5.3 0.9 b.h b.1 0. 0 5 5. 5. *A 1 ?,�.D�c• 9 .. Z. 1 _._____ \ i.. I Dc 5ISH 44 21Ab.o 5.0 b o b.0 b.o b.o b.A b o b.o o\b.0 b.o b. b.0 o b.o 0 1 5.1 b.z i-3 b.o 'z i. b.0 b.o b.o b.o b.o b.o b� b.o b.o b.o b.o bb 5 b.o b-o b.o 0.o b.o b.o b.o o.o b.o b.o b.o 5.0 b.o b.o b.o b.o 5.1 .1 3 i.z �i.3 'z,4'Niz 'i H: I�[1: 4 b 4 :5 61 \s I n O �.5 2. 2 9 1.7 .9 b.3 b.7 i.e `3.l `3.e 42.5 i.0 b.i b.l '.0 b 0 5. b. �r 27 Q luo[!' �' b.o b.o b. 5.0 0.0 b.0 b.o b, b.o 5. b.o o b.o b.o b.o b.o b.o 5>s 5.1 b��i.3 i i. 2 5.3 b.z 5.' b.o \ b.o b.o b.o 5. Qo b.o b.o b.o 5\b.o b.o b.o b.o b.o b.o b.o b.o b.o \ b.o b.o b.o b.o b-o b.a b.o b.o b.o b.o 5`3.1 .1 u. .0 b.6 i.1 i.9 i.9 *z. i.7 5.9 .9 .3 b.3 5.4 0.7 i b 9 0 7 .9 .3 5.3 5.5 5.9 i.4 i.s i.l 5.6 b.�3 5.1 0 o b o 5. b. 1 - (II r 1 5-o b.o 5.0 b.0 t.o b.o b.o 0 b.o `-o b o b,o b.o b.o b.0 b.o 5.1 5.1 5.1 .2 .3 b.4 b.9/5 b. - b.0 b.o b.o b.o b.o b.0 b.o b.o o.a b.0 5.0 0�5. b.o SQo o.o b.a b.o 5-a b,o 1 b.o b.o b.o b.a o-o b.o b.o t-1 o.l o j, . 2 5.7 v 1.3 I; 1.3 1.1 b.6 b.3 b.z o.2 b.z 5.3 b.4 5.4 5.3 5.2 b.2 5.z b.3 0 .o o 5. 5 b.o b.o b.o b.o b.o b.o t.c, b. b.o b-\ 5. 11 b.o 5-o b.0 b.l .1 b.1 b.z 5.3 b.4 5.4 5 5. I: ' .>/� � 5\b.a b.o b.o b.0 0.0 b.o b.o 'o,o U.0 5. b.o b.o o.o o.o b.0 b.o 1.0 5.1 5.1 5• 5. 2 i.l 1 i.s 1.l 0.7 b.4 1.z b.z b.l 5.1 b.2 b.2 b.2 b.z 5.1 5.1 b.1 b.l 5.2 b.z b.z 5,z 5.1 K?b l b.1i o. +y .o o b b X�( u q b.o 1.0 o 1.0 5.0 1.0 b.0 .0 b.o o b.o b. S.o b.1 b.l b.z 5 �. 5.3 b.4 b.6 b.s b b. $h2 b.3 i k�Y - o b.o 5. �o: iy�(\flip ''rte\/}y'}��'1p 0� b.0 �- b.o b.o b.o b.o b.o b.o S.o b.o 0.o b.o b.o_t b.z 5. iL i.6 ?6 i.e : ,.4 1.4 v 0.4 u. .1- o.l 0.1 0.1 b.1-o.1 --b:i- -A.1--5..1 5.1 _o.z_"_ r- b:r-b:r ' o. o 0 o b o b \ , V�]I ® .IIL 11 �\ ® • r io a .,:,a ._ ... _.._- _,.. a j xh , - 2 j a o \ t ath h path path a hh ath h a h .1 I, oD o--_a_--o--n. >n_sfl___a-- b.o 5- b.o b.o b.o b.o b. b.o b b.o b.o b.0 b.l b.l b.3 5.9 b.s b.s 5.s b.6 i.o 42.0 i i. 0 7 b.z 5 1 b.o 5.0 b.o 0.0 8.1 .2 b.z 1 0.3 0.1 u.2 0. :i bpi 0.1 pf.ti 0. ' �h b.o b.o a ,'.. o-u- u.---n.__ (\/��\/\ 1,,o 'b.0 a.a Lo b.o o.o b.o 0.a b.o b.0 5.1 b. / 1.e •T.rs s i.6 b.3 b.z o _S o --0m -1ao-.y.a �i.0 b.o b.o 0 0 0 0 o b o 5 \ -1 b.3 b\i-1 i.4 i.3 b.9 5.9 i.6 `3.7 `3 Sl. .B 'w1 �.:/ -� q,,.R, e �h2 • • �_\ .,.., li [v].[j L' 1[] � IDD � N04!45'2 -W - b.o b.o b.o 5.0 0.o b.o o.o .0 b. b.0 b.o b.1 �- t o`i a. b- o.0 b.�, � �; u \ 178.00' ` 2 `-� p®2 '. o.o b.o b-0 b.o b,o o.o b.o 5.o b.a 5.o b.o b.o b.1 5.1 i.s i.7 -.z i.3 ;6I b. b.l o b.o b.o b.0 [t_._6=**07' "5"a; b.o b.o b.o b.o b.o b.o b.o 0.o b.o 5.0 b 0 a o 1 1.o �.0 511 1.z 5.4 1.0 1.z 1.s 4 h ,I c ,oI b.o b.o b.o 0.a b.o 5.o b.o b o ` i.s i.l i a n.o i -62 5.6 2 � ,/ 0 0-o b.o b.o, b.a b.o 8�o b 8 b.o b.B�b.oB�.o U-1 b.o b.o b.o \, b.o o.o b.a b.o b.o b.a 0.o b.o b.o b.1 b.1 b. 2 b.9 '12 i.1 : t-z 5.0 ',, b.� b.l o b.o 0.0 0.0 b.o S.o b.ob.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b o 0 o b o oi \ pat Ia � - 1 b.o b.0 o b.o b.o b.o b.o b. b.o o b.o b-11 b.x b.4 nMHb 7 i.o�` i 6�'2 'z. x 2 b.a \ b.o. b o�o o,A C i a. o �.o1; b.o b.o b.o '0,0 b-0 . 0 0.0 0.o b.o S.o b.o b.o 0.o b.o b.1 5.1 5. 'e: 0.s b.s ; ,.s o.4 'p° b.i 5.1 0.o b.o o.o b.afi:u =5 d=�:.v b.o b.o b.o b.o S.o b-o b.o o.o b.o b-o 'b,o a o.0 0 0 0 0 111��I i O� i ` `D .IDUD I I D Dn❑ b.o b 0 b.0 b.o 0.0 0.0 o b.0 o o.0\ b.1 11%, 5 4 i.i• '3:1."< 3, S.7 ' S.9 b 9 4-1 i i. t i 11 0 0.o b.o b�- '.o 0 0 0.0 0.0 0.0 -a.a� a 'o. 0 0.o b.o b.o b. \ b.o b.oS0.0 0.o b.o b.o 0.0 o.a b.o b.l 5.1 5. 0.3 a D❑ o ® - ---- \ ,D b.3 : I.3 0.3 iuu b.J b.l 0ip1 b.o b.o 0.o b.o 0.0 0.0 S.aLAfID NOWaORORMERLAYDF o.o b.o o-o �olo 0 0.0 0 to b 1 w $ r_ , Dq EUGEN TOMASIC&MIRELLA TOMASIC � b.o b. b.o b.o b.o b.o b. b.o b. b.o \5.1 1a 5.3_ pe`y1.s•" 41.7' b.7 b s b.s o o. $h 'a / o. ,�,1� 0.0 0.0 0.0; 6.0 0 r.A U.o b.0 ,o.A. ,0.0 0.o b.o 0. o b.o b.0 b.o o. \ b.o 0.ob.o b.o b.o b.o 0.o b.a b.o b.1 5.1 b. ' .b b.3 5.3 r; ..3 0.3 , 37r. x\5.1 0.o b.o b.o b.o b.o o.o o.a b.o 0 0.0 o b o b. b.0 b.o b.o-{b'' .0 u.o .o o b n °° S.(�.TV. N�. 100�1-6�3-03-�4 . - 2 //j, 0 2 c, 01,, b.o b.o b.o b.o o.o b.o b.o o b.0 b.o 1 i a S.L .7 b b.s b 9 b.4 5 4 ry o`3O /.1 5.1 5.1 'o .1�b.k 0.1 5.1 U.1 5.3. S.a '0.z 5. 1 5-1 5.1 5.1 5. \ \ b.o b5\b.o b.a b.a b.a b.a b.a b.l 0.1 b. : 0.4 ,% b.5 s 5.4 j .n 5 5.1 •.o b.o b.a b.a b.a b.a(IMPROVED,CONNECTED TO PUBLIC WATER) 1 I ¢ �� 'o� \ 1.0 b.o b.o b.o b.o 5.0 b. 5.0 0.0 5!0 b. -t.'3 .br3, 9 - .9 5 6 6.v o i. = ' ' 0Ib.1 5.1 • { ��' -- '°'' _ .1 z 0.2 b.2 0.1 0.l 5.1 0.1 0.2 b.2 O)J ..x 0. 0. 0. b. b.oG."o 5.1 5.1 'b.1 b.a 0.o o.o b.1 b.l 5.2 0. J 2 b.e '.Rs i.l L.3 b.e � o..I b.lo b.o b.o 0.0 0.o b.o o.o - . • / t a 0 5. o b.o b.o b.o b.o o b.o 0 0.0 5.1 "'. 0.1 z• b'z.+ . r 3` b s X 0.5 • 'a: - of 'o.z 0. t mtw 11 n ` ; \ `S /' //h'+ y IF.JJ(L�I .LQJ JQJ �Q/ m,{7 .;c �' I,.,.....__I y 12.0 i 2. b-.'7-• �5� bJ.3 5.4 0.5 D.9B b.3B�0.2 0.2� 5.285.48 D.5 �.5 "0:9 a0. b.9 5.5 5.5 b.9 060 5.0 tb.l 5.1 0.1 5.1 0.1 5.1 0.1 5.1 5.1 5.1 .2Q5 P'' 2 i.9 i-7 �.3 i.9 �;'� •� ..- ' th i b.3 b b.o S.A b.o b.o b.o O.o /j�. ath o� 1, - b.o b. b.o b.o S.o b.0 5 0 0.0 ob > b.o 5.0 > 5.� b.z b.z b. 10.4 - i s S.s 5 z._ 11.92 i.o 9'"i 2 /'.4 6 5 s e S 3 4.3 5.9 .1 0.2 '.z z 5.3 0.9 b.4 b-4 5.3 5.2 o.z o.z 5.3 b.s b. i.9 i s 1.7 1� 7 0.!3 b. on o.0 0.0 5 - : d o b.o b.a o.o _.. . N 2 - !! I LIRR a ^ 9 h pa-h th th th p,th' th' th' th' t th' th r'•••a Li..:::-- --.j, pAz� .�:, ^!e.,�1,u co �❑ ocw:�,ptFu�. r pan {( 5.0 b.o b.o b.o b.o b.o I. o A. b.o 0 c 5 a z b.4 b.6 b,e i.i 7�s�b✓ 4 t P$ 11i iR }ts P & ) t p t at .pa�, t t a t a uGtO.YD�D o�S, : , n AS�#AVE$l 4ALt4WAM, ra H t 2 4.z i? . 44 i.s 3Dn J J PROPERTY at d. c1 3 �. �. z P�. � i.e i$ )? Pai. 0 a 4a m� DVtPt;f.1= : . , f1, b.3 0.° 0r 5.0 5.o b.o o.o o.a b.o LINE Z - j I f _ I I �f-PROPOSED FIRE HYDRANT i I` 4 ; n. I qg . j G•Lf I 1.0 1.0 1.0 1.0 1.0 b.o b o 1.0 b.a b. b "b,l "5. w b:7.'i s i,.9" Z.1• i ,I z.a z X2.1 i. 0 4 .s L9 12.4 .2 t.s o. 4 3 5 ' , i.zUO50.9 i- z F 4.1 i.0 4.9 i2.9i i.9 .1 5.1 b.7 4.6 z.1 `2.1 i. o.s o.z 'o.z b.z b.s i.z z., 4.e i. i. i.s b.9 °, b.,z 1.F' b.o o.o b.o b.o b.a 5.0 O.o " \ MH: 19 �: 14 I,' MH:1 ih- --_� no aUu d 1 I 1 " F • ,.•.J„ 4 Sf'a\TRS✓DEF Fob c�" ccs \3.o i. b.7 o.s Mali b l o. o.o o.o b.o b.o o.0 0.0 0.0 b-0 0.0 1.0 5.0 5.0 b.0 b. 1.0 0.0 b.0 b. `o 5'9• 2.@ r .3 '2." 0 i.5 i. b. 5. 6 .6 9.5 13.5 i.5 5.5 5. 5. i 5 .3 3 i.99 3 2 .8 1.2 ' `2.4 19.1\x.21 '2.5 5.1 0.1 3 i p 2,7 �,2 ; t'0 \mayy" 1__ - __ MH: 14 0 i i 5.0 0 5.0 5.0 b.0 b.0 0 5.0 0 5.0 b.l 5.1 b.9 y 2. .1 1 .1 5.6 .9 b.4 b.6 i.\ .7 .1 .7 b.9 b.5 5.3 5.5 5.9 i.6 i.9 i.5 b.e b.5 5.4 5.6 i.l i.7 i.9 i.3 b.9 b.e i.3 i.9 i 9i �.i_5.3 9 `2.9 4.6 9.4 11.0 b.7 5.3 b.2 b.2 5.5 i.6 `.9 9.7 '3.9 .5 5-6 b.3 b 9 5,1 5 b.0 b.o b.0 5.0 5.0 b.0 b.0 ' 16 \ �1 f rr,r.. I I b.o b. 0.0 b.o b.0 b.o b. b.o�b. b\.o o b.7 i.9 '3.6 �Z S i. a o.9 o.z 0.z b.3 o.s b.\ 5.7 .6 b.a 0.3 b.z b.3 b.4 0.6 b-� 0.6 0.4 11 b.3 0.2 0.3 o.s 5.6 b.7 b.s b.s 5.5 0.6 b.7 5. i o.7 a m itn I�dun�3coYflmni" t ` �Z.6 �Z.o 4.1 Ato. cnCE_ 5,2 b ' S 1 b�'' �.o b.o b.o b.o 0.0 0.0 ' 'DoLiz c y '16'5 cr.- j 1.0 0.0 0.o 1.0 b.o 0.0 .o 1.0 b.o b.o b. 1.0 i.7 4.3I i,o b.s o.2 0.2 5.1 0.2 0.2 0.3 b.3 0.3 b.2 b.2 0.1 0.2 0.2 1.3 0.3 0.2 o.z 5.2 b.I o.z b.z 5.3 0.3 1.3 1.2 o.z o.3 1 .3 b.3� 0.51 i_6-U 7-5.3 i_o i.0 b.2 0.2 b.4 �7 1.0 0.9 0.6 b.4 o.z o.\ 0.2 0.3 0.5 b.e b.9 0.a 7DDoo DDe�Fr.i b.1 .1 0;o QIf b.o b.o b.o o.o b.o S.o 1 I 1-0 0.0 1.0 0-0 0.0 b.o b. S.o b.0 b.0 b. 5.1 b.2 s .. y ❑� ��^ °'� ':' .6 .5 5.9 5.3 5.1 5. b, b 1 5 1 .1 .1 '.1 b.l b.l b. b. 0 1 0 1 .1 .1 0.1 b., 5.1 b. b, b 1 5 1 .1 0.l o.I o.l b.l b.li 5.2 5.3 0.2 b.1 0.2 1I.2 0.l b.l b. :.4" ;1.,yy,,!1U''_2_11':4D� �a,22r D� C�GRA��--2-a,?i' 0.3 o.z 5.1 5.1 5. 5.o b,0 I: - i I - - o b b.o b.0 b.o b.o b.o b.a 0 b.0 b.0 5.0 b.0 .0 b.0 .0 b.0 5.1 b.l 2 .2 .2 I b.2 5.1 b.l b. b. b 1 1 1 W.1 b.l b.l 5.1 b. b- i1 b 1 .1 1 5.1 5.1 5.1 b b. 5 1 b 1 b.l b.l 5.1 b.l b.11 b.l 5.1 5 b.l b.l 5.1 0.1 5.1 b/b.2 5.1 5.1 b.l 5.1 b.l b.l 5.1 b.l b.l b.2 b. 1 5.0 b.0 5'.0 O�b.O b.o b.a 5.0 b.0 b.0 11.. -_ ... . . _ b o b.o b.o b.o b.o b o b.o o b.o b.o 0.0 0-1 r-4 oo.i- b-10-b.ao-5.o boo- .o- a b.o b.o b.o b.o b.o b.o o.a o.o b. o.o b.o b.o 0.0 5.0 o.a o.o o.o b.o o.o o. b.o b.o 0 0 0.0-b.o'-"5.0 o':i �:i "o.i'`b.i 5:1 1.0- 0a: b:ro- .1 -irz- b.1- b.-t---5.1--b.1-.-.b..o-5 0_ .b-A. S.A....._b.a 1 -o b.o b.o b.o b.o b.o o.o 1i 0 34 1� r9.0_s0.a-0st�---'-g 57y '000 _� ,-n a-a D- D--fl-a---a--c p-0-- ��� --t o----o----o----o--o -o-a---o-- �---o i _,._ I, �� ��.. o -o- o a ----e-o--a o a---0-�.--o-a-o--o---o-�<-o --a---a- I a--o4--�- - $-9---0:-0 n--o .o-.o--a o. b.o b.o b.o b.o b. o b. b.o IU.o�0-0 0.0 opo o.o U.o b.o b.o o.o 0.0 0.0 0.o bN05 -50M b.o b,o o,o o.o b-o o,o o.o o.o o,o b.o o.o LEI a.o b. '0.0 b,o b-0 0,0 0.0 0,0 0.0 b.o .0 10 o .0 0.0 0.0 0.0 0.0 0.0 - �'S'P�tfE--�S a I., b " I_41 s.=.%---[1 ' o .it 0 b.o b.o b.o b.o 5.0 \ 1 5// �16�51' 1 b.o b.o b.o 1.0 b.0 1.0 5 o b-o b.o 1.0 o.o b.o 5.� b.o o 1.0 b.o 1.0 o.o 1.0 1.0 'o.o o.o \o 1.0 b.o 1.0 O.o o.o 1.0 0.0 0.0 1.0 o.o b.o o o.a b.o S.o 1.0 b.o o.o o.o o.o 1.0 o.o b.d 1.0 b.o b.o o.o 1.0 b.o b.o o.o b.o \ o.o o.o b.o 1.0 o-o 1.0 1.0 1.0 b.o 0.0 0.0 'o.o b.a o.0 5.0 b.o o?o o.o o.o o.o b.o b.o o.o o.o - zzz� 1 2s 11 a eo N 10 REVISED PER NYSDOT COMMENTS 02/03/2023 b.o b.o b.o b.0 b.o b.o b. O.o S.o b.o .o b.o �� 1.�r1r-o b.o b.o b.a b.a b.a b.o b.o b.o S.o 11 \.o b.a b.o b.o o.o o.o b.a o.o o.0 5.0 0.0 $." o.o o.a S.o o.o b.o S.o o.o o.o o.o o.o b.o 1 b.o b.o b.o o.0 5.o O.o o.o b.o 1.0 1.0 0.0 0.o b.o 1.0 1.0 b.o 5.0 1.0 b.o 0.0 b.0 0.0 0.o b.o o.o 1.0 b.o b.o b.o b.o b.a b.o 1.0 9,A_-,. 30 fl - 9 REVISED PER TOWN COMMENTS 12/21/2022 0 b.o b.o b.o b.0 .0 S.o .o b.0 b.0 5.0 0.0 10 o No.o b.o b.0 %.a S.0 0.o b.o o.o o.o o.0 b.o b.o o.o o.o o.o o.o o.o o.o b.o O.o b.o 310.0 0.0 0.0 5.0 b.0 0.0 b.o 5.0 0.0 0.0 o.0 o.a 5.0 t.o o.o o.o b.o o-o o.o o-0 O.o 0.0 0.o S.o b.0 1.o b.0 0.0 0.o b.o 1.o o.o 0.0 0.o 5.0 0.o b.o b.o b, b.o b.o b.0 0.o S.o b.o 0.0 I' 8 REVISED PER TOWN COMMENTS 12/05/2022 b, I REFI �f I, 7 REVISED PER TOWN COMMENTS 11/23/2022 b. 5.o b.o b.o b.o b. b.o b. b.o b.o .0 b.o b b.o o.o b.o b.a b.a o.a o.o b.o b.o o.o o.2 b.o b.o o.o o.o o.o o.o o.o o.o b.o o.o b.a b.o o.o o.o b.o b.o b.0 S.o o.o o.o o.o S.o b.o b.o 5.0 0.0 0.o b.o o.o S.a 5.0 S.o o.o o.o S.o b.0 0.o b.o 5.0 0.o S.o o.o o.o b.o b.o b.o b.0 b.o b.o b.o b.o S.o b.o O.o b.o if"o.o --`-""`_----�--;; 6 REVISED PER NYSDOT COMMENTS 09/15/2022 -0-o--�-o o-o--S i1; i`' - --- 0.0 b.0 0.0 0,0 0.0 b.o .0 b.o 0.0 b.0 b.o b.o 5.0 b.0 S.o o.o o.0 b.0 0.0 0.0 0.o o.o o.o o.o b.0 0.0 S.o b.o 0.0 0.0 0.o 1.0 0.0 b.o 5.0 1.0 5.0 0.o N05°30'5 "W - i 1I OCT 17 5 REVISED PER TOWN COMMENT 2/15/2022 1 I: ;1 4 ADDRESSED FEIS COMMENTS 05/11/2021 0.0 b.o t b.o b.o b o 5.o b.o b.o51 S.0 0.o b.o b.0 b.o b.o o.o o.o o.o o.o o.o o.o o.0 0.0 0.0 0.0 0.0 0.0 o.a 1.0 S.o 0.0 b.0 0.0 0.0 0.0 0.0 b.o 0.0 0.0 0.0 0.0 j? �- .=..w..._,_,- 11 ._..._..___ _ _ _ _., -- 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 r. b.o o.o 1.0 b,0 0.0 1.0 S.o b.0 b.0 33o 0.0 0.0 b.o 8.0 0.o 5.0 0.0 0.o 0.0 0.o b.o b.o o.o 5.0 b.o b.a o.o 0.o b.0 S.o b.o o.o o.o b.0 0,0 0.o S.o b.o b,o b.o 0.o Ij Southold Town 2 ADDRESSED DEIS COMMENTS 07/17/2019 II (; �j 1 Planning Board 1 I a REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 1.0 0.0 bo 1.0 b.o b.o 1.0 b.o S.o 1.0 b.0 S.o o.o b.o b.o b.o b.o b.o b.o b.o S.o o.a o.o b.o 0.o b-o 0.0 0.0 b.o S.o 0.0 0.o 1.0 1.0 0.0 b.o 5.0 b.o b.o b.o S.o 0.o i' ji _._ Number Revision Description Revision Date f! II Ii iI I: tl , if I I �' t 9 Y Date Submitted I 1; I i; �:' Designed B 01/20/17 ( 1 (!I .: TC I' Ii I1 f! I: if Er Drawn BY Data Created TQLT 08/23/16 Approved By Scale Ca �u anon Summar LIGHTING PLAN BG AS SHOWN Label Avg Max Min Av /Min Max/Min CalcPts 1 0.31 4.7 0.0 N.A. N.A. Client StatArea 1 1.01 4.7 0.1 10.10 47.00 Luminaire Schedule SCALE: 1" = 40' THE ENCLAVES Symbol Qty Label LLe ANTON LARGE WALL 'T'TECH LIGHTING ANTON LARGE WALL T-TECH LIGHTING' 9 T3 0.900 0 40 80 56655 ROUTE 25 • 512 T4 0.900 v PRODUCT FEATURES SPECIFICATIONS 4T a'' SOUTHOLD, NY TS 0.900 PPIn+ARYMAr6R1AL .....AP,,.,,.,,, wam" ,_..e» 2 door wall mount 0.900 A"j"n crr>P:'re,and a$I.m P"'Si' .. .. ._.. ..................... . ... ....._._.._.__.._._ ._ SHAD-Meir RIAL - ; .t. 2 pendant 0.850 SCALE: 1" = 40' • l.Igr•t Spur.PPnmt,tl"ktaaardanabualbn;Snladcthatrofi.'ttS Nri w_ic:.,i - -_...__..-_._._",_- _...._.__..-_------ -_-----__.-- Project 2 Sign lite 0.660 t")q1 H'IGHT n. -.", ' -...-._.--_. ..,______._-.__-___._._.T,..__-_-__.._.._._.__, e!r I %zz 1 Wallpack 0.900 • 1ndlr-t hi-rat- 1n11 H 2 Wall mount column 0il i .900 .. -..___._...___.__.- _..._._._..._.__..___.-____.____.-____-....-_.-.___ 6<a_ S. (] 140 MH PATH LIGHT 0.900 E,=V,17nod L6.Gr- 1 -.._------..,,__...._.-.-------. r'uliydr„nableln:eglat,dr.F1,!n';" UAMP___.,O- - . P1o1r-CEPn b,'a 5` dr-118n1J Pild'£blglt tlV•f,Ji DRY LKTLD ......................................._................._..._. <y SITE PLAN /� NOTES ,t t, 3nDn I DL.LRALU6S... .............................. .. 12nr, AN trchllc hUn<Ifrm fur mor�k�l Wwrlan •U gal's ..... .. ............... ..._................ _ . _ S .............. � � h 1 INCLUDES }z: 1. PROPOSED SUITE LIGHTING IS COMPLIANT WITH CHAPTER 172, LIGHTING,OUTDOOR-REGULATIONS OF e SITE LIGHTING PLAN THE TOWN OF SOUTHOLD, NY, PART II, GENERAL LEGISLATION. P Project Address: 2. PROPOSED 8,527 LUMENS PER ACRE. 56655 ROUTE 25 3. ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF CAMPING BUSINESS AND/OR WHEN NOT IN USE. LIGHTS THAT ARE CONTROLLED BY TIMERS OR THAT ARE CAMPING SPECIFICATIONS SOUTHOLD MOTION-SENSOR-ACTIVATED ARE ENCOURAGED TO REPLACE EXISTING LIGHTING NECESSARY FOR SAFETY _.....-. .-. _.. ...__LED IA NTEDRATEDLCs, . ..r-JN.�ED NDLAMr.._. SUFFOLK COUNTY NEW YORK DEL YER6D LJMEN5 .. .. ... -_.__.-___IS .MA,. .. ..........,._.............................. ......................._ _ PURPOSES. G:a<F IRI'-': MA%WA„AGE.PER Hlll9 ----------_._..-_------__.---- Contract her. _ --- _--__-_--------- ...__.. on um County Tax Map Number: • INPUT VCtTA- DIM M-.;•TYPE. Jn,r„- �,YrM1•..r,E: - _' 4. ALL AREA LIGHTS ARE FULL CUT-OFF. -cc,- __._.__. __.____.-------_____.___r.�----- - - --- ---_ _ _ - _ -..-------- 1000-63-3-15 _ cP" ...------------.---__--_.................:"o"' ..............._.. ..._._........... ._....._.....__.. ............ -... Regulatory Reference Number. 5. PROPOSED LIGHTING DOES NOT EXCEED 0.05 FC AT PROPERTY LINES ABUTTING RESIDENTIAL USES OR ? 6l.LIEL!- r ----.-... _____---__....__---___ --....._.__ ___------___ _" __._._.__--_..-__-_.______.____._.- PUBLIC RIGHT OF WAY. AVFPACPVIOE Hooas Title of Drawing: J FIELD SEPVICEAl1LE LED ' LAMP BASE-..-. . -. .. _..__---._-._-----_-_...........:"''"..tr•J.0.... . - .-............_.......-............ ............ NOT EXCEED 0.1 FC AT PROPERTY LINES ABUTTING COMMERCIAL USES. ... . ................................... ......................................-........I..................1. . . ................... -... LAM SHArr -:..n aur+ 7. EVENT SPACE LIGHTING FIXTURES TO BE SIMILAR TO THE HOTEL BUILDING FIXTURES. N!nca':':? F.!a:v.,Inl,'; el: AI• LAMPINCLU;,L;,' -_..__...._.. -- _. _1__--._,-,. ._....-_-___---_- WARRANTY ..................... ...."...,..,...,.............,........,.................. ..............._....... ._.... ........_..._......_._._........__..... NOTES ORDERING INFORMATION SITE LIGHTING T✓ 7n004VANT.C R!................. CC:CR,TEMP..........................._24.'�HiAI...........................-1NISH....-......UNVAGEi-:1....._......................................................_... AND DETAILS 1.DIRECT BURIAL CABLE 6"OR 12" BEHIND EDGE OF PAVEMENT THROUGHOUT AND AT A DEPTH OF 2'-0"BELOW �'"F "'" " 2°: eH A �N l,.!Y:,r;'A:",,-, W FINAL GRADE. T20 JT24/]A8 INFORMATION F -, r.n P.Pu<-e m.nl .a 46 _->•r t a D_____LED,mm� _I.-r•_• 15 2.CABLE IN PVC OR GALV. IRON ELECTRIC CONDUIT WHERE CABLES CROSS WALKS OR DRIVEWAYS, SIZED AS ,:'S ; , ..ac•.r, CD .a r..ma r-ern INDICATED AND 2'-0" BELOW FINISHED GRADE,AND AT LEAST 2'-0" BEYOND EACH WALK OR PAVEMENT EDGE. - ... � 11,1114 nl`� , :,!,.Title 20 m,::,�,u•.l,Ir1<"A tc:V f V 3.LED 95 WATT FIXTURES AND POLES AS SPECIFIED. C':f, -__.�_-._c 14, Drawing Number. N 700nWANTN .°...,..new,:.-.. .:n.e..i. .a^-. m 1-111 ... ... ... . �.(C pF NE�-V y _r . \` I a U NOTES 6 �A\ ' REW C�O��' W NOTES •%Ytl"3� _.y O ­, . %X 0 4. LARGE DIAMETER CABLES ARE REQUIRED TO MAINTAIN NO MORE THAN 3%VOLTAGE DROP AT EACH FIXTURE. :_-91'"`•'"-"s''""�•"M" ` " <""°'""e"' �°' �!-� """L ••.•.... ..,.�.,, ,,. .,,.' _ * Al y� U 5.SPLICING OF VARIOUS SIZE CABLES SHALL BE DONE IN BASE OF POLE AND SPLICES SHALL BE WATERPROOF. W" t " ""E "'H `" (99. Sheet of o ej FoA 092 3 �� 16 24 V �Or E5510 � PWGC Project Number. �� W Ill Unauthorized alteration oradditionAVG 1601 LH j NYSDOT CASE NUMBER 97500 m�ldrawing d related docu e Isann violat of Section 7209 o of the New York State Education Law 0 o J Q_ a -- Project: Project: Fixture Type: Quantity: Fixture Type: Quantity: r h• is sre" � Customer: Customer: ).o b.o b.o b.o b.o b.o b.o t.o t.o b.o b.o b.o t.o b.o t.o t.o t.o t.o �:�=fi.0 b.o b.o b.o b.o b.o b.o b o b o b. b-o b. /I g� ).o b.o b.o b.o b.o b.o b.o b-o b.o b.o b.o b.o b.o b.o b.o 1.0 b.o 1.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b o b o b. b.o b. i Q .« Il Lg LIGHT GUIDE q-1 Material: Electrical: ).o b.0, t.o b.0 t.0 t.0 t.o t.0 t.0 t.0 t.0 t.o b.0 t.0 t.0 t.0 b-0 t.o t.0 t.0 t-0 t.a t.0 t.0 t.o t.o b.o t i t o b. t-o t. All parts are durable 356 cast aluminum and 20kA max/10kA nominal surge protection PERFORMANCE heavy duty spun aluminum. device is standard. All hardwareprowdedshallbestainlesssteel Type Type Type Type DriveCurr6nt ),0 t. o b.o t.o t.o� b.o t.o b.o t. 0 1G t.o 3 �b.o t-o t-o t.o t.o t.o t-o t.o t.o t.o t.o t.o t.o t o b. t- b. or zinc plated steel. Approximately 12"of pull wire extends from T e II T e III T e N T e V 4 T __, luminaire.Additional pull wire provided for - - -' - - -' Strategic Environmental and Engineering Solutions ° S07°44'40 Lens: post u and wall mounts.p mount arms a II m u Light Guide LED Panels feature ahi h LED Delivered Lumens Delivered Lumens Delivered Lumens Delivered Limens BUG Nominal o.o .o .o t.o .0 t.o t.o b.Jl--b.o--b.°--b� b.o�o.o-�.o b.o b.o-�o.o�.o U.0 b 'o o b. b. b. g g Watta a CCT CRI Lumens Per Watt Lumens Per Watt Type V System transparency,dot matrix PMMA light guide with Finish: B 11 G Type Type Type 9 2700K 70 2966 99 1 tJ o _ --- - -- - '- _ _ - - - .6 �.s o 3 o.z -b. r U o b. b. b. `� r an optical efficiency of 76%. A polyester powder coat high quality finish is ,02 2 o z soom4 925mn szsmAA i 1 3,43 105 1 0 1 '� 3346- Per BUG 0 2 30�ns Per T It T III T N 925-4 30w Q - - - - �' -- 26 3/8" electro-statically applied and baked at 430° { }ur ® 1 Fixture Mounting: for exceptional durability and color retention. o t o C91_ + •_ •a Past Top:Standard Flush Mount Adapter Products undergo an intensive five-step 3000K 70 3064 tot 1 0 1 3247 108 1 0 1 3457 115 2 0 2 3158 toy 2 0 2 9oom4 925mA 925mA 925"A 30w / j �i 1A• rr I ). , u.l t.z t.4 b-7 1.2 1.6 i6 1-2 t., b.5 t 7 1.2 1., 1.T 1.5 o f19 1.2 [].6 1 6 1.4 T e b.4 b. it ) b o b. b. S. S t System mounts to pole(0.120"-0.188"wall) cleansing and pretreatment process for 30W - -. -- - . --- - ) W Bel with no visible hardware. maximum paint adhesion. 3500K 70 3113 104 1 0 1 3299 110 i , ;' 0 1 3512 117 2 0 2 3208 ,07 2 0 2 900-4 925MA 925m4 925m4 3Dw ) - ._f Tenon mount for 3.Or 4•poles is optional. _-_-. _ 1 t.2 .3 t.4 t.6 1- .3 3.1 4 .1 .3 ' t o to b. b- t. page P 9 P P 4000K 70 3211 107 1 0 1 3403 113 1 0 1 3623 121 2 0 2 3309 110 2 0 2 900m4 925mA 925m4 925n-A 30w \ v See a e 3 for fixture to ole transition. Marine rade finish provides superior salt, humidity and W protection.This coating �\ 630 Johnson Avenue. . Suite 7 Wall Mount:Tenon mount attached with withstands up to 3000 hours of continuous / 2700K 70 3655 99 2 0 2 4066 105 2 0 2 4350 112 2 0 2 3974 102 2 0 2 ,150-4 1200-4 120omA 1200.4 39w )-3 b.3 s t.6 1-5 11.1 11.4• z .\.4 �� \�1.3 4.o 11.5 1.5• 1.s 1. t.4 t. t.Fj t o t. t. t. six(6)5/16-18 set screws. salt spray,comes with a 5-year warranty and T EXISTOJG T0b is available in either a textured or gloss MH 14 REMOVED - 4 Bohemia • NY. 11716-2618 Drivers: surface. 3000K 70 3983 102 2 ° 2 4221 108 2 ! 0 2 4494 115 2 0 2 4105 105 2 0 2 1150nA 1200-4 1200-4 ,200-4 39w 11 �'SUPERPAVE'WA Universal voltage 120-277 is standard. 39W 3500K 70 4047 ,04 2 D 2 4289 „D 2 D 2 4566 „7 2 D 2 4,7, ,07 2 U 2 „SDmA ,200M1 ,200-4 ,2°DmA 39w z b-5 ° 1-' 6 u u-6 s 1-' 41.3 1 1• 'o.8 L. bMH' 11 b o b (SEE DETAIL ON Phone: (631) 589-6353 . Fax: (631) 589-8705 zi 0-10v dimming to 10%is standard for Modifications: Light Guide LED. Consult factory for custom ormodifieddesigns. - --- ' •-- - --- --- - -- - . B 9 E-mail: INF WGROSSER.COM -- 4000K 70 4174 107 2 0 2 4424 113 2 0 2 4710 121 2 0 2 4302 110 2 0 2 1150mA 12DOmA 1200mA 12o0mA 39w ).3 b 6 .5 1 5 t.9 2. 1. 1 9 .0 .6 .5 t.5 b .3 b t 7 1 9 pallpack p .o t t o t b- t. See page 2 table for more LED engine and driver specifications. 2700K 70 4513 98 2 0 2 4808 105 2m; 0 2 5177 113 3 0 3 4687 102 3 0 3 1360mA 1435-4 1435mA 1435mA 46w )3 t T W 6 1 1 z b 7 t 7 5 .- - - -- - - ' .5 1 *' 4. .5 .4 -4 .4 9 u b. t.o t t o t t. t. - a t�H: �9 ------ --- -'�, - : .�. .•.'J.,; 3000K 70 4662 101 2 0 2 4967 ,OS 2 0 2 5348 115 3 0 3 4842 105 3 D 3 1360mq 1435-4 1435mA '� 1435mA 46w a I I 1a tpath /� CONSULTANTS EQ122Weight:24.61bs _ 46w ).3 t.6 �) 3 '1.1 1.7 'z.3 1.5 t.9 b.5 5.4 1 b.3 t.4 t.5 t.6 I.6 �?� l�13: 123 S�Z b. b.o b o b b. b. ,EQ122, �1J LE046iDJ LTI5J 4 1 J PC J �PA1 I11 J -TN3- �ZJ 3500K 70 4737 103 2 0 2 5047 110 2 0 2 5433 118 3 0 3 1919 107 3 0 3 1360-4 1435-4 ,435-4 1435-4 46w LED EPA: 0.98 I - - - - -------r-�R hathc4000K 70 4686 107 2 0 2 5206 113 2 0 2 5604 122 3 0 3 5074 110 3 0 3 1360rrA 1435mA 1435-4 1435mA 46w ).z b.5 .9 1.3 1 1.3 1.1 b.s b.4 t.3 t. t 6 t .0 7 ,y.4 t.3 t.3 t. t.7 b.5 t.3t.2 tl ) o b t. b.Luminaire Post Light Source Optics CCT Accessores Optional Mounting Fitter Finish _ .. _. .Series Mount &Wattage Source Mounting z7ooK 7o WA WA 5667 105 2 0 2 6246 112 2 0 2 5706 102 3 ^0 3 WA 1750mA 175omA 1750mA S6w at late).2 t. 1.3 a '$JI . - o b b. t. I I %4 .1 1. 1.1 1-o t 4 t.3 1 '2. �: •, 3000K 70 WA WA - - - 6061 108 2 0 2 6453 115 2 0 2 5894 105 3 0 3 WA 1750-4 1750-4 � 1750-4- S6w - X 1•„F 2 3 4, S,; 6 7 j $ 3500K 70 WA WA - - 6158 110 1 2 ; 0 2 6556 117 2 0 2 5989 107 3 0 3 WA 1750mA 1750m4 1750mA 56w EQ122 1 i - - - - 4000K 70 WA WA 6352 113 2 0 2 6763 121 2 0 2 6177 110 3 0 3 WA 1750mA 1750mA 1750mA 56. t 2700K 70 WA WA - - - 7334 105 3 0 3 7808 112 3 0 3 7132 102 3 0 3 WA 2185mA 2185mA 2185mA 70w FITTER MOUNTING(Must Select One) low 3000K 70 WA WA 7577 108 3 0 3 8066 115 3 0 3 7368 105 3 0 3 WA- 2185nA `2185mA 2185mA 70w FIXTURE ORIENTATION ACCESSORIES See page 4 for fixture to pole transition (8.51 - _ - 3500K 70 WA WA 7698 110 3 ! 0 3 8195 117 3 0 3 7486 107 3 0 3 WA 2185MA 2185-4 2185mA 70w 1 Post HSS150-2 (150•House Side Shield) FM3(Flush mount adapter system for 3"OD Pole) 1 4000 70 WA WA 794 3 3 „0 3 0 3 K 0 113 3 0 3 845 121 0 3 7722 WA 2185m4 2185mA 2185mA 70w .. - UNIQUE Pro on UNIQUE Proton0 See page 3 for fixture to pole transition. HLMSPC-FM(Integral cell) motion sensor plus FM4(Flush mount adapter system for 4"OD Pole) R r R pnaQ°e°) Area Light Area Light See page 2 for specifications. FMS(Flush mount adapter system for 5"OD Polo) I LED SPECIFICATION DRIVER SPECIFICATION LIGHTING SYSTEMS® ElementsTM7 Series LIGHTING SYSTEMS® ElementsTM'Series HLMSPC-06(High-Low Motion Sensor/Photocell; TN3(Tenon Mount for 3'OD Pole or Post Arms) LIGHT SOURCE&WATTAGES is-30'Sensor Mounting Height) Typical Efficacy is 98-122 lumens per watt 120 thru 277 Universal Voltage TN4(Tenon Mount for 4'OD Pole or Post Arms) I •..--._._,. . . _ �' _ -1 _. - .. _ . -_ .-__,...-r-11 __.._.._ . HLMSPC-10(High-Low Motion Sensor/Photocell; - - - -1 - - - - - Color tempt 2700K',3000K,3500K and 4000K 50/60 HZ E030LD(30w Light Guide LED) 8'-15'Sensor MountingHeight) TNS(Tenon Mount for 5'OD Pole or Post Arms) _ t __- . . PRODUCT SPECIFICATIONS Part Fixtures 9 ) Description •_ - PR12-NL R12-NL-BK PROTON 12,ALLOY,NL,BK E039LD(39w Light Guide LED) PC (Button Photo Cell) Distribution:Type II(30w,39w&46w only),Ili,IV&V Minimum operatinig temperature: -30°C PROJECT: y (_ i9 D) �TLPC '.- _. _ - - _.... .. . .._„..... ......... - _ ",",- PR12-NL-TT PROTON 12,ALLOY,NL,TT 0 0 10V dimming to 10% H. PR12-NL-BZ PROTON 12,ALLOY,NL,BZ E046LD 46w�L ht Guide LE (Twist Lock photo cell&receptacle) MODEL#: PR12-L227-BK PROTON 12,ALLOY,LED227K,BK FINISHES Drive Current.900-4 to 2185-4 model de endant ), E056LD(56w Light Guide LED; TLS (5 pin Twist Lock receptacle only) __-__-_�� _-^-- _ ( P ! PR12-L227-BZ PROTON 12,ALLOY,LED227K,BZ i •' •Premium and Marine Grade Finish have additional charges Type II not available) Driver Efficiency>80%;Power Factor>0.90 LAMP(S): PR12-L227-TT PROTON 12,ALLOY,LED227K,TT TL7 (7-pin Twist Lock r facie on """ " '`a" •m""-' "'°"° ' • - (-p ecep IY) sswbca°• - ----- ------ PR18-NL-BK PROTON 18,ALLOY,NL,BK 61an"rrd C°k" - - E070LD(70w Light Guide LED; °r-" _°•'°' °-" °°d' SURGE SUPPRESSION Lifetime:50,000 hours PR18-NL-BZ PROTON 18 ALLOY NL BZ Type II not available) Aspen Green 10 10M Architectural Bronze 61 51M _..-.___ ..,, NOTES: PR 8-NL-TT PROTON 18 ALLOY NL TT -. A Surge Protection Device SPD Is standard featuringa 20kA '' Integral Surge Protection in conformance to IP64 PR18-L227-BK Cantaloupe 17 t1M Patina Verde 62 SZM ximurn discharge 9 (SPD) _- PROTON 18.ALLOY,LED227K,BK 7K,BZ OPTICS Lilac 12 12M Copper Clay 53 53M discharge current 8/20pseWavnt eform(in)and aveform ermally protected final - .. PR18-L227-TT PROTON 18, LL LED227K, _..__ _ _.,-_ --. __ __.__ -.._. varistorgtechnology. PROTON 18,ALLOY,LED227K TT OPTIONAL POSTNMALL MOUNTS Putty a 13M Silver 56 56M UL,cUL CE T2(Type II;not available in 56w&70w) ! RawUnfinished 40 NA Black Verde 81 61M Meets IEE C62 41 2 Location Category g and US p of I - PostMountArms t - __ _- _ - . - -_ _ _-. eEnergyMSSLCModeitspec. H LOW MOTIONSENSOR C High Det *See Page 3 for Style/Size Black 41 41M Painted Chrome 70 70M - Specifications: T3(Type ill) ----,- -- -- . - -- SPD shall be wired in series and will result in an open circuit during G 0-10v configurable output set to 10%,25°/or 50%dimmin s° PA1211(Select TN3 in Box 7) Forest Green 42 42M Painted Copper 7, 71M a fault state,resultingin the luminaire to tum off to protect system g P g Marine grade A360 alloy construction T4(Type M ---- - - - _..., - - PA1221(Select TN3 in Box 7) ;Bright Red 43 43M Textured Black T2 72M ` components thereby indicating SPD module replacement. Adjustable time delay •High temperature silicone o-rings T5(Type V) Wall Mount Arms white 44 44M Matte Black 73 73M f 45°Detection Auxiliary w lead --w ------ 15'direct burial cable wire See Page 3 for Style/Size _- -- -.. .._ _ _ _ I� .. Textured Architectural ' Bright Blue IS 45M 76 76M ' ', •Mounts Integral to fixture •AMC-Anti-Moisture Connections WM1211 Select TNM in Box 7 BfonZe ! WARRANTY -.-. ( ) 21• •2W max.LED lamp/20W max.halogen COLOR TEMPERATURE(CCT) Sunn Yeeow 4s 4sM Tenuredvyhae n nM s •Available in 12"and 18"stem len WM1221(Select WM in Box 7) y I See www.ANPli htin wm for complete fixture warranty. - -- --- - -._ _.. 15" 9�s (-.--i) warranty g P Satisfies California Title 24 Bronze finish Accessories Finishes e n 27K 2700K Aqua Green 47 47M Textured saver 78 78M LED panty E-Shield-coating process Part Number Description Standard Finish °fe1°'"°m °an"' , Composite stake with brass threaded insert 9 30K (301x)K) ,Galvanized a9 NA PREMIUM FINISH � - " ' - .C PART-BZ Particle Dome Mounting Base BZ-Bronze _ ___ _-_ .. _ •5 year limited warranty on Light Guide engines BK--Black 35K (3500K) Navy 60 50M Carbon Graphite 96 96M -.---_ _....... ___ .,_... _ __ PR18 PR12 Landed 1 year warranty TT-Tucson Tan 0 e nt - - •5 year limited warranty'on LED Drivers 40K (40001<) Consult Factory for additional paint charges and availability. - -- - - - --- _. ..-._ _.. .... `Limited Warranty:A typical year Is defined as 4380 hours of operation.Failed defined as more ; Light Distribution Cones than 10%of the total platform LED's not operating. 9 ' N/A w tO o C. N O N r .N. ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.com ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.com UL21082o04R1207 J f _... - _.-_ ._.._... - ._.._.._..._ .. .......«...--.m..-,,...._..,..- .._.,..,...........+...a.....,,....«,,........... .•..,....« -........,...-.......,.-,.-..w............-..._.«.....,..._..».,...,... ,........ ..-... .._, - -. .a uxPn LiNax,p SYYemae reaenas Me�4 ar tlro a"s4,aMbr wnsmxnw,dMefimwe erw•n Wn,w,t N,mer milt rn"n - .°J6(R2000i 0U Que l39 n9 Ys s 5825 Jasmne$bee).fUve Cu -6009554 1 ��"��• ro moo CSA C22 2 9 pt. S item° rsga CA 92504 stonier sernce 83 Order Semces-800 654 1882 O Ungue Lghbrg Systems° 5825 Jasrme Street,Riverstle,CA 92504 Cuslamer Service-800-955 4631 Order Semces-800 650-1682 Project: Project: www.uniquelighting.com 1 www.uniquelighting.com Fixture Type: Quantity: Fixture Type: Quantity 11 10 Customer: Customer: 9 REVISED PER NYSDOT COMMENTS 02/03/2023 _-, _.,..,,. ,- ---,_.,-,_--,_,__,_._. _.-_ --.._ - , .._..., .-...-,-_._._._., , � 8 REVISED PER TOWN COMMENTS 12/21/2022 POST MOUNTS-See Post Mount Section on Website for Specification Sheets and additional post mount arms. POST TOP CONFIGURATIONS RECI 7 REVISED PER TOWN COMMENTS 11/23/2022 Dimensions are Projection xHeight. - - 6 REVISED PER NYSDOT COMMENTS 09/15/2022 OCT 17 2023 5 REVISED PER TOWN COMMENTS 2/15/2022 FM3 FM4 FM5 4 ADDRESSED FEIS COMMENTS 05/11/2021 FLUSH MOUNT ADAPTER FLUSH MOUNT ADAPTER 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 v FLUSH MOUNT ADAPTER Southold Town b6 k.4 Mounts to 3"OD Pole Mounts to 4"OD Pole Mounts to 5"oo Pole 2 ADDRESSED DEIS COMMENTS 07/17/2019 z 16 1/2" 16 1/2" 16 1/2' Planning Board 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11!2017 Number Revision Description Revision Date TC 01/20/17 Designed By Date Submitted POLE SPECIFICATIONS PA1211 136"x T" PA7221/40"x 7" a 3 2 1 REMOVABLE CA NO. COMPONENT ASTM DESIGNATION .YIEL Drawn By Date Created . .. __,. ........,_,_.-.,-,__,,..,_,_....__:._._,__....._„..__,.,._„„............:.._a_..,. .,..-.._._._...._,.,...,.,.__.-._-..___..__..,._...-.,,.._.._.,_.,-_..___._,__._,.."._.__.�...,,,.-",.. ..._._.,,...._..___.�.- 1. POLE SHAFT A500GR.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 �'1 Dimensions are Projection X Height. DRILLED PER FIXTURE REQUIREMENTS: 4.G LVANIZED HARDWARE 4153 BG ASSHOWN <- D1-DRILLED FOR 1 FIXTURE FINISH SPECIFICATIONS Client /� �+ D2-DRILLED FOR 2 FIXTURES AT 90°OR 180' POLES SHALL HAVE A POLYESTER POWDER COAT FINISH IN A STANDARD COLOR. THE ENCLAVES 0 28' 27" 28• D e D3-DRILLED FOR 3 FIXTURES AT 90°OR 120" POLE DIMENSIONS D Da-DRILLED FOR 4 FIXTURES D A. N.) OTTOM D A. N. GAGE 14' a.°° a.°° 11 GAGE 14' 56655 ROUTE 25 POLE SHA BASE PLATE DIMENSIONS L I LE IN. BASE PLATE DIM. IN. BOLTHOLE IN. PLA K. IN. SOUTHOLD, NY s# 6.00-9.00 8.00 S 1.00 .75 DRILLED MOUNT OPTIONS ANCHOR BOLT DIMENSIONS ANCHOR BOL DIA. IN. ANCHOR Project .75 2000 ABL WIND L ADING Q-FT. TENON MOUNT OPTIONS: WIND' INDICATED EPA 80 MPH 90 MPH 100 MPH 120 MPH WM1211110 318"x 8" WM7221/10 318"x 9 114" T2-02.38 OD X 4.00 LG EPA 11.7 8.9 7.1 4.0 T41- 02.88 OD X 4.00 LG •WITH 1.3 GUST FACTOR SITE PLAN ACCESSORIES-_„.....,-.,.__...,....,._._...,_....._..,...__-,-,., m._.._,_-_.,.,..,.-..,_,,_..._,._.__....,...-,._,....., _.__._,.,._�_ _ ,.... _ --.---,...,._ ._ ._,.._,--_,_, T3-03.00 DoX5.00LG T4-04.00 OD X 6.00 LG 3° 4„ 5 SITE LIGHTING PLAN -� � J POLE SHAF .25 THK TENON MOUNT Project Address: C TENON MOUNT OPTIONS ® C 56655 ROUTE 25 HSS150-F12 HSS150-2 (field installable) HLMSPC-FM ...... HLMSPC-06&HLMSPC40 PC TLPC TL5&TL7 SOUTHOLD 0.75 • - LK EW YOR _,...,___._ _.,_ :,.. ._.._.. ,... ._.:_ . ___..___._.. ___..,_„ .._....-_.: ..m,_.,_._,_..M__,,,..,,, r _.,._ _•. __ -. TN3 TN4 TN5 POLE 2.00 X 4.00 HAND HOLE COVER _.. -,-_._.... -... - ... .. _ County Tax Map Number. N Contract Number. K FIXTURE TO POLE TRANSITION WITH HEIGHT 1000-63-3-15 - TENON MOUNT TENON MOUNT TENON MOUNT WITH 8.00 SQ. FLUSH MOUNT ADAPTER FIELD INSTALLABLE HOUSE SIDE SHIELD Mounts to3°OD Pole Provided Mounts to4'ODPole Provided Mounts to 5"OD Pole Provided FIXTURE Regulatory Reference Number: With 2 3/8•x 4•H Tenon With 2 3/8"x 4"H Tenon With 2 3/8"x 4"H Tenon INSTALLED - 16 1/2" 16 1/2" 16 1/2" - Title of Draw ng: SITE LIGHTING 17.00 2.00 X 4.00 REMOVABLE ABS 2" B HAND HOLE BASE COVER House Side W1 COVER AND DETAILS I Shield 06.00-09.00 BOLT CIRCLE 321/2" 31" 33" / I W s 0 N , Drawing Number. N 0'F NEW 14.00tJD R E W y0 w 3.00 �_ �P G,0 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 SOME GEOGRAPHICAL AREAS HAVE SPECIAL WIND CONDITIONS THAT CAN CREATE WIND INDUCED F- o ( A 180° DRAWN: M.HARVALA 6/6/2015 VIBRATIONS CAUSING A FATIGUE PROBLEM.NO METHOD HAS YET BEEN FOUND FOR PREDICTING �7 E CHECKED DESTRUCTIVE LIGHTING POLE VIBRATION.THESE CONDITIONS ARE UNIQUE AND CANNOT BE A e , UNITED 23l 7l Groesbeck Hwy. GUARANTEED AGAINST,AND ARE THE RESPONSIBILITY OF A LOCAL SITE ENGINEER. = Sheet 0f p 4" m p REVISION: DATE: -` \ 1 24 w " Warren,MI 48089 TITLE: 6r Ca N 3 5" o I 270° 90• APPROVED: LIGHTING FO 092523 7 .11 N P: 586 774-5650 F: 586 774-5706 QUOTE: ( I I i /"� B. CATALOG: '- k o• S.o.# www.unitedlightingstandards.com �FESS�O PWGC Project Number: � ©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. 'I-800-548-3227 STANDARDS 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. HAND HOLE REF: SCALE:NONE x ��xa• °WG N0 RSP-14-4-11 g g g p g P9 p ANPlighting.com 4 Unsdrawi g ad related umen AVG1601 Z .._. .. .... . ._ .__....-.._.__. - ... _..,.._, _,_..... ._._,.,._...... . .,,_ -._.,...-,. _-„M,.._, ., ..n�...ra.. .-. .. . _. 3 2 1 tothedrawi0fandtelatetlocuments is a violation of Section 7209 o NYSDOT CASE NUMBER 97500 oft N York EducationLaw r;•:" ii i lid ' t `�•. Ii Ij t31 LAND NOW OR FORMERLY OF �;`'t " Ij ,. ICE:N:r ry v I — — TOWN HARBOR ANTHONY FORGIONE " i• — — LANE S.C.T.M. NO. 1000-63-03-17.f V PROPOSED 100% (IMPROVED.CONNECTED TO PUBLIC NATER) \l " � CD LAND NOW Y'OI:FORMERLY I LY OI t� !' : 00 > I LEACHING POOL LAND NOW OR FC�I?,17RLY OF Ll. -> � VALERIE M.SC£3PAZ ,.1 > Ir._......_...__ .. EXPANSION AREA ;" ROPOSED ;. VINCENT DOLOMITE&ILEANA DOLOMITE � C3 U) z S.C.T.M. NO. 1000-63-03-16 i ROPOSED \. ELECTRIC LINE cn � IMPROVED CONNECTED TO PUBLIC WATER} j - _' FORCE MAIN `, 1, S.C.T.M, N0. 1000-63-03-17.4 � fa (IMPROVED,, - ;l Strategic Environmental and Engineering Solutions PROPOSED 10 DIA. PROPOSED 2 DIA. �1 F`2`t� � BY13' EFF. DEPTH DOWNSTREAMROPOSED (IMPROVED,CONI IECT=D TO PUBLIC 'ATER) - .. ::--_ WOOD POSTS n_.__a EMOVED AN TELECOMMUNICATION 0 WITH NETTING LINE OF EXISTING EXISTINGISTORYFRAMELEACHING POOL MONITORING WELL V ! pCnL ! a 0 6 1 DRNEWAYTOBE SHED TO BE RENOVATED AND(TYP OF 5) LINE - ING 1 STRUCTURE D INTO M II 1 r s ' }; a f n =' ROPOSED INCORPORATE : II PO I __, ,� o� �` in"� RELOCATE EXIST • APPR. GROUNDWATER 27 f ; / 2s -.: 1..- PROPOSED .._.__ , ! ! GAS LINE CART PATH ,us n ( STORY FRAME FLOW DIRECTION 2B \ GARAGE TO REM 310.00 r S07 4'40"E ° 3 I s22.7s' ' 28 2�- \ / ` _ _ _ __..... o Avenue. . Suite 7 \ "'—� _ _...._.. _ ,._...— SIGN PROPOSED 2' DIA. 3I 30 S07'38 110. 29 ) i �- --''. ' -- a . NY . 11716 - UPSTREAM ! =qlrr._<> `'w 'r cx qts —w�— � w"-�.—vizi—wJ w --w� p -- - w�— z \ _.._ _.... _ ...._-._... / ISTINGWELL i, , ROPOSED Phone: (631) 589-6353 . Fax: (631) 589-8705 PU MONITORING WELL °....,-°.w_.° n_-_.,.1 r;1=w \ wa —w�—w�— _... _....._.._ _...._ - _._. . _ . _...._ - - ED �._;. .._ . c : _�..°-... u <awi .... w�..- 4 _....___ _....._ _....._ ___ .._ - ._. . ...._ - --_......._ '�Yy NEW PROP I~•;` : POSED AS RE �:f`' �w PUMP STATION E-mail: INFO@PWGROSSER.COM to0 idefeE,r c-°' DRIVEWAY °`• ..... °.-:,_...;..... ,t. __.. . _ _ ....-_ IRRIGATIt9N WELL"� N PROPOSED ST — .°.. = ...__. ... __.. _ o _ o r_�.�_ n OS u LLJ CONTROL _ \5 ® o o ° a �� \ ¢o � CONSULTANTS ;h r rr ti o BUILDING \ y ,n i, � AX. 1 o a �. 7................. _ i.._ z p PROPOSED , / \ n IREMOVEDTOBE,. y � 'SUPERPAVE'WARM MIX ASPHALT ' MIN. mm / "" yn / + 2 Q (A (SEE DETAIL ON DWG.No.702) EFFLUENT FLOW GT02STORY 2 / »/ wd STRUCTURE TO REMAIN Z SIGN METER ° ° / ' �' \ / PROPOSED EVENT RM. "- wd -- d _ - t / PROPOSED RESTAURANT I O O PROPOSED HOTEL 2 NO BAS E ) 26.5 h ARB GE - - W/BASEMENT Cb PROPOSED 'JS \ X ` �1 \ 10'-0" TWO(2)STORIESW/BASEMENT 4,472SFEM 28 �" � s _.Z4 SEATS NT $ �' \N' 10'MIN 26,272 SF w 27 ¢a ------u - - F:27.5 n `> w FF EL.32.0' SEWAGE — , 26 TREATMENT 3 `��O j _ _) ° as . ° p i --..m �__ o ROPOSED 10' -0�-/ `''� _..-_..........._........._...... j� .._I PRQPOSED ADDITION TO PLANT AND 100% ° MIN. X err \ o ---`- - p 6k'n ------- EXISTINGS - RD 9 w w DIA. BY 5' LIQUID EXPANSION AREA �`a= _ I9-0" 29 gn I / late\ 491 SF 26 z z DEPTH GREASE PROPOSED I�' � R G G �- F--G a g� I b wA�I�nAr J J rr�, G w—w—w P bic I 2 WATER SERVICE � � a Q 4� • • • • '� LL i 3 - 3 3 ! z z s ( a a 3 EXISTING TO BE 3-� `" ROPOSED Ir ............3 q_ �n: tnnnnn ar.,nnn......r,nnnnnnnnnnnnn• r..i slate" Z) Z) PROPOSED 75 ' 3 3 VEL}' A` Y _�- REMOVED 1 $1P \ \ LAWN/SCULPTURE 3 _ r z $T.P m g 1;:�nn; 3 "' z MECHANICAL 50 25 x f.E• -_--: Fp GARDEN a a m m 3 WATER SERVICE � I-- 71 SCREEN \ �; I u. . .__ \ cn cn 27-) a " '' 11 CONCRETE ui Q PROPOSE ��° K u o \tr WASHOUT W p Fp –� - a I CONSTANT GRADE L.3o.� O \ n HEAD BOX s X �T„ - s s PROPOSE /r::'r;j: \ \-\ n ( w Z U - / _ NEW PROPOSED DRIVEWAY _ _ _ = `�, ./ ' F AND PARKING a w 1UT:D O ca 2 PROPOSED AREA // .\� \ A M 43,3" AREA HOT COTTAGEI ' '� r I O LL EQUALIZATION X 20' MIN s s TUB 6a SF// s CHESSBOARD \F ° o ur) -. _ __..... ...... _.. .. _ ...._____.__ LL LL PUMP STATION I I W ' 8 r RD P LCA ANA )001 •3 \ � P ,P !o F ,uut±+?-,•-FP -o-^^ Fri Mo --^FP ^� + \ \ ♦ I ¢ qH DcTIVE 0 u;u HE� N0�52 176.00' 3 Cy. / O O w _P D \ , �3226.5 an nOTiPROPOSED2.5'H8a 8�B B8 BB 8B `\ I ROPOSED // 9F,/i 2s s TUB / \ w n 26'nr W ¢ TAININGWALL s \ ._ _ WATER SERVICE ,W, « GRADE EL.27.5' n CIF EL: FF EL.32.0' a ' , \ I o� a 4 W LAND NOW OR FORMERLY OF / ( ❑ n w ` N uu EUGEN TOMASIC&MIRELLA TOMASIC jCOTTAGE 3 / E RIDGE O ; w „ n 3 °°c sic M J /�695Pjj/ ` POOL REA $ 4 n In L ar S.C.T.M. NO. 1000-63-03-14 ) o (n a s s TUB ^o�?y �o � �' n r -Ji y - w RD O �� \) PLAY COURTS C I ; o I :.� o (IMPROVED,CONNECTED TO PUBLIC WATER) i z .,« .....,..w SOT \ ua w� io w ' ....- _....... w I - . ® 88 BBGRA E BB75'8B BB UB az i LLI W « HOT '� 4$F �;/ - �a Z o r / NJ: 5 RAMP- TW:30.5 RAMP 0 _ 221A _ PROPOSED s $ TUB `' /. 0 3 26 LIRR N LAND BANKED ' . " , iu u _.-_.. i LOCUST LANE of N BANKE PARKING v - -.�n�aucu uur,u r,�on°au�unu, Lu3C: cnunnnUnnCC:uran•u J PROPERTY ,`- AREA 10 C WALKWAY - - ao .non nen nn c:cec.nnnnnn r: LINE O` . -\ :rnac ❑r.r.:crnonnoonnannon n GRASSPAVEDWAL AY .n .one "" Z —w w w on I ann , 26 i u \ 12 .� ` . \ I r - ❑ .nnc r oil �� • • I ---j--- _ \_ ncr ;ono r C lowL 30�__ 'y _" . * ! �'. �. pb i \ I •rn.uu ue:uonuoouGR.ASS$?AWERSuuuunu��uuuu,•• °uu t1 j f o 5' -ei i _ " V - I --- ' _ LAND LY OF NOW OR FORMER � '- I \ JANET L. RYAN GARBAGE - " . , NEW PROPOSED DRIVEWAY ° � c url n. i AREA l" SSS \ �, _ _ _ _ _ _ _ _ un _ I S.C.T.M. NO. 1000-63-03-13 SIGN 32 Cl) PROPOSED PARKINGAREA 31 \ w —� ! df (IMPROVED,CONNECTED TO PUBLIC WATER) qtr) Qin nn 'Cn O ��M ,_ 34 \ i 30 uuucuououciuuuneccu.�uiGRASSPAVERS uceou;.. c .__._ 27 co _... ____.... ...... .. ... ....._. _ _.... _...__._ __.._....... _. _......._.....r _.._ . ....._. ... _ _. E 00 02/03/2023 i i 9 REVISED PER TOWN COMMENTS 2/21/2022 34 - - - a o o--c-n---a-- o--a--n-_a-_-0--o---°--°--°-_ -o--0-a--n---a-a-p--a--o---n�-a--a_-n_---n_-_o.- \ 6 REVISED PER TOWN COMMENTS 2/05/2022 � a_--o----a---o- -o-- --a-n----a--a--- -o-a---n --n---a--o--n-c---a -o--o--o--0 N05° 50'W 616.57' I 7 REVISED PER TOWN COMMENTS 1/23/2022 33 b / 1 \ 28 6 REVISED PER NYSDOT COMMENTS 09/15/2022 29 5 REVISED PER TOWN COMMENTS 02/15/2022 4 ADDRESSED FEIS COMMENTS 05/11/2021 rn 1 31 II 3 REVISED PER CLIENT'S REQUEST 02/18/2021 LAND NOW OR FORMERLY OF 1 r,` _ o CHARLES W.WITZKE 3z 2 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 ,,,, 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 -a-a a-❑-1 S.C.T.M. N0. 1000-63-03-28.1 , Number Revision Description Revision Date i. IMPROVED,CONNECTED TO PUBLIC WATER _ 51.34' ,_„ Designed y Date Submlted 3' -.:,::-.--= c::c:._ _-':.._ - :-:�_.,� l- ._. -._:.__.._ - _..,__... J - .._..._.,. raven y Date Created Desi ne B _....__._. r. _ ..._.._ TC 01/20/17 33 i LAND NOW OR FORMERLY OF D B TC'\LT 08/23/16 jI PILLES REALTY HOLDING LLC Approved By BG scale AS SHOWN '77— ipLor 70771110111 PROPOSED SITE PLAN Client ENCLAVES ss: _ ' . SCALE: 1" = 40' 56655 ROUTE 25 SOUTHOLD, NY ! 0 40 80 Project 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 RECEIVED 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 OCT 17 2023 SUFFOLK COUNTY, NEW YORK TOTAL SANITARY FLOW =7,840 GPD County Tax Map Number. Contract Number PROPOSED EVENT SPACE DESIGN FLOW SouthoTCTown 1000-63-3-15 SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) Planning Board Regulatory Reference Number: HAS BEEN PROVIDED. 100 SEATS X 7.5 GPD/SEAT=750 GPD Title of Drawing. PROPOSED GREASE TRAP SIZING REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+750 GPD=9,570 GPD PROPOSED 74 SEATS RESTAURANT PROPOSED SITE LEACHING POOL DESIGN 3 /� y KITCHEN FLOW=20 GPD/SEAT X 74 SEATS=1,480 GPD LAYOUT AN D REQUIRED: 9,570 GPD/5 GPD/SF=1,914 SF :i PROPOSED 100 SEATS EVENT SPACE PROVIDED: NEW LEACHING POOLS y KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS=250 GPD 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) UTILITIES PLAN 1,914 SF/31.4 SF/LF =60.95 LF TOTAL KITCHEN FLOW: 1,480 GPD+250 GPD=1,730 GPD FIVE(5)OF 10'DIA.BY 13'EFF.DEPTH LEACHING POOLS Drawing Number. o 65 VLF PROVIDED; o GREASE TRAP(GS-1)DESIGN .�Q��OF NEW REQUIRED: 1,480 GPD X 1 DAY 1,480 GPD PNDREw W OU0o w PROVIDED: (1)8'DIA,x 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) ,- E Sheet of o N GREASE TRAP(GS-2)DESIGN y = REQUIRED: 250 GPD X 1 DAY=250 GPD `�FO�piQO 92c5c 3 ��� .92 18 24 FES$loa ` PWGC Project Number: � ui iu PROVIDED: (1)V DIA.x 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) Unauthorized alteration or addition z E to this drawing and related documents AVG 1601 �i NYSDOT CASE NUMBER 97500 Is a violation of Section 7209 0 of the New Y;State Education Law o a a LEACHING POOL 'o LA,[qD NMI OR FORr�iFRLY OF V, EXPANSION AREA PROPOSED V11\10EV%.1T DOLIOMITE & I[-EAI-,,,IA D0L0,r1!]TE POOL ELECTRIC LINE PROPOSED 10' DIA. PROPOSED 2' DIA. V, S.C.1'.M. 110. 1000-63-06 17.4 (1iV10kROVED, COM�ECTED -'10 PIJBLIC VfftTFR) ROPOSED BY 13' EFF. DEPTH DOWNSTREAM TELECOMMUNICATION LEACHING POOL MONITORING WELL (TYP OF 5) LINE Strategic Environmental and Engineering Solutions ' PROPOSED APPR. GROUNDWATERPROPOSED M GAS LINE CART PATH FLOW DIRECTION U W1_C128 M 0 3 P M< 28 29 622.78 0 or- PROPOSED 2' DIA. 30 S07038'10"E Ui ow w— 630 Johnson Avenue. Suite 7 Bohemia - NY. 11716-2618 31 W Z3. C0 M Phone: (631i 589-6353 - Fax: (631) 589-8705 UPSTREAM -mail: NFO@PWGROSSER.COM vu— E MONITORING WELL ji- cj(- 3 fence V4 hain cl C_RJ nce ade fe n cc ......... .. ....... CONSULTANTS ockade enc PROPOSED ST XO NJ ....... ........ ­WAT (1) 0 ' 31 M Cn CONTROL on Z., M W-011 _C� 60'-0" eC14 e 0 1?01 �1 M BUILDING U U U U M-1-4 U U U A/X \5 Q1,1 70 0 PROPOSED I N. 28' EFFLUENT FLOW 0 R28/ METER 0 iii` 0 PROPOSED HOTEL �Nl PROPOSED 101 -011 TWO (2)STORIES W/BASEMENT + 26,272 SF 0 10' MIN.SEWAGE R41 1 2 3 SFF EL. 32.0' TREATMENT 0 \+ 0 S& PLANT AND 100% 01-1---- oc-1 R2' 0 .110 8'MIN. I S —8 R2' EXPANSION AREA G I—G—G—G—G V G G—G G G G_G E E —E G _vv PROPOSED G:: r— —w—w W G C:) 4 -5" WATER SERVICE R24' C) ................... R2 .................. PROPOSED 75 R32-8" N 01 ——---------------------- JJJ T. R51-711 . . ................. MECHANICAL 50 25' W SCREEN 01 RT .207 • 0 �SEp 7; PROPOSE.... TyP. CONSTANT 0 GRADE 30.5' 0 HEAD BOX PROPOSEI n-.-rn7-117.11-7: PARKING M-5. PROPOSED AREA HOT 7AG 1 1'\71 [�71 ESS BOARD 9' EQUALIZATION B 241-01' EA L I PUMP STATION ........ 8 P CArAN 7�77 --TW: 306 10 REVISED PER NYSDOT COMMENTS 02/03/2023 TW: 3ff n < n 9 REVISED PER TOWN COMMENTS 12/21/2022 = F-BW� J . 2 8 REVISED PER TOWN COMMENTS 11/23/2022 ------- —1 7 REVISED PER NYSDOT COMMENTS 09/15/2022 PIE 6 REVISED PER TOWN COMMENTS 02/15/2022 CO 5 ADDRESSED FEIS COMMENTS 05/11/2021 Q \ ;i ♦♦ \ \ AGE 2 =R[!�-, - .. I B 8 8 8 8 8ET—F-1 4 REVISED PER CLIENT'S REQUEST < HOT //// / / //,/ 8 8 B 1:111 - - 02118/2021 ♦ uJ ��6 F// PROPOSED 2.61-1- 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 W 3 2,.'% TUB 0 < -RETAINING WALL ADDRESSED DEIS COMMENTS 07117/2019 co_ 2 GRADE EL. 27.5' 17 .25 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Description Revision Date OT 41 < LIU Designed By Date Submitted UB TC 01/20/17 Drawn By ,V LLJ ------- Me Created TQLT U) 08/23/16 a // �/ '/i Approved By 0 Scale /COTTAGE 3 IL BG ASSHOWN 0 Client HO J ' i . 6F F x"/ REA TU 22 V 56655 ROUTE 25 PLAY COURTS SOUTHOLD, NY /20141 G OT Proie't 41 Z ---- -- B �v El 7 7 �O -RD-- P BB BB U COTTAGE 4 ❑0 BW HOT I / 1, 01 TW: 3P.5 9,6 T B RAMP— TW: 30.5 — RAMP 0 PARTIAL SITE PLAN : �7.20 BW: 27.25 PROPOSED 22 LANA- SANITARY LAYOUT -JEI� LIRR LAND BANKED �q7',l BANKE i A A A ,A Project Address: PROPERTY PARKING 10 WALKWAY 1 56655 ROUTE 25 AREA LINE SOUTHOLD 0 SUFFOLK COUNTY, NEW YORK _\to-—— County Tax Map Number. Contract Number: 'PIC ■ n 1000-63-3-15 12/ R4 n2 Regulatory Reference Number. T*of Drawing: PROPOSED HOTEL SITE PLAN RECEIVED PROPOSED SITE SCALE: 1 20' OCT 17 2023 0 20 40 LAYOUT AND A! Southold Town SCALE: 1 20' Planning Board UTILITIES PLAN Drawing Number: Of NEW), V EW 0 C__ P, .1 23 71 M F > Sheet of 0925 3 IL:- ::hI 19 24 O ss� PWGC Project Number. Fz Unauthorized afteration or addition Fz to this drawing and related documents AVG 1601 NYSDOT CASE NUMBER 97500 is a violation of Section 7209 tz 0 of the New York State Education Law L)— r TJ 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 _....__. - "� FORMERLY OF j VALERIE +'i a, f� = ._.._ i S.C.T.M. NO. 1000-63-03-16i? a : ROPOSED I (IMPROVED, CONNECTED TO PU-b- LIC WA TER) ��-�-�-��-�—�--�\ __ _ � _ FORCE MAIN C� �- c i � i coI La — c) ❑ 1 v 26 4 S07 44'40"E + 310. 00' \ _ . . f ; CL 01 2 12, 12 --p- 1 .....-- _ II � L, _....... ...._ - .. - _. r......_ _...... , . PROPOSED_ 3 \*y , =.. =L ° C:> / °, I 24"w T PUMP STATION '�y .- ._ ❑ i^; � ��' i� �– ` fir' iiria 2 R20' , a CV sfJ Lu ❑ ❑ :\: .\: E �5 ❑ r : 1 O \ ......___.._._.,._< '/.fir' 2 SUPERPAVE WARM MIX ASPHALT 23'-3I" i Q (SEE DETAIL ON DWG. No. 702) 181-011 1 2 -- 4 CTf NA _ _ W . — • — wd _ - EIa I 26.5 {j —W� —W�- 28 = z e s J :: '- : Q ----------- - ---- - I I 171211 : 1 LO 26 R5'-4" N i O 3 18 s 3 8' ROPOSED -- RO _ ® R51-5" ACK = POSED 10 — _ — I f � 19' 5" 10 - U) ' 0� � � i —RD- 0 ETB 11 ' " 9' — DIA. BY 5' LIQUID 9 a 23-0 O _ ...y ❑ WP. 91_011 z o 26 ; W W $ REVISED PER NYSDOT COMMENTS 02/03/2023 .• ❑ +..: \ \ J Z 7 REVISED PER TOWN COMMENTS 12/21/2022 a :•: ❑ N _ Q DEPTH GREASE 6 REVISED PER TOWN COMMENTS 11/23/2022 1 ❑ 1$ 011 / \ — — — J J 5 REVISED PER NYSDOT COMMENTS 09/15/2022 L ¢ A P 4 REVISED PER TOWN COMMENTS 02/15/2022 3./ 3�� 3� a 2 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 ! ❑ ® 3I� 3�- a ♦ z 7 2 ADDRESSED DEIS COMMENTS 07/17/2019 a L JJ ... EJ C.:7 G.� ( a a 6" T 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 O a C':.,1 f::l C:..I L.7 C.7 C::1 C [': :...€i...1 f.:.l C7 L'.T LJ C:1 C=i i.:: 1:::] C::] fa L:7 I':7 L::I t"? [::? L:7 C.:'.1 C..1 C:.7 G:1 (1 C., C:i (::�; L.. 3 Ur Number Revision Description Revision Dale i:.. 0 .. .. ... ... 3 . .. ... f�A AV' D 1LVR Y . 3 3__ _ El r z VICE 3 3 :; :; :; :; :; .3; �}(°�� m Designed y Date Submitted ❑ 7 C _ ..-1 3 T WATER SER Des. ne B ❑ ❑ L. uy� L 3 3 3 — � 3• � � m � TC 01/20/17 R 1 - REQ'D Drawn By Date Created ❑ ❑ r ❑ ❑ TCU.T 08/23/16 ® n ❑ ❑ - R1 o - U r.a ❑ O o FRONT YD. (/) App y Scale Approved B 9,-0„ rn o 3: SETBACK W Q BG AS SHOWN R10' �' :':':':':`: : :': : : :':':':':': : : :-: W Client: 22 C' 4 '****** * * ' * * * * * * * * * * * * * ' *. . . . . . . . ❑ ❑ 56655 ROUTE 25 ❑ ❑ 13 ❑ [. R10'-2" R10' R7'-6" R7'-6" o 0 3 SOUTHOLD, NY INAGE AREA 'C' _ 261�On N N U U Project: CN N ___W ( t •I 8"W T UEI 0 .. n R6 W PARTIAL SITE PLAN FP FP FP�FP F P M FP ' M ❑ M M 1 i ❑ ❑ MM M M\ M ..R7'-611 ... ......___ _... Y ]i P --FP F FP I�FP -pp —n -�p--_fl—_p��_..fl-- ---YP' M M M M M M M SANITARY LAYOUT FP FP FP -�`-FP —°--0__-0-_-0 o_- M M M M I I FP pp Fp -a—o--o_o-_ M .__I �i ❑ ) ❑❑ ❑ G I FP FP Fp- --_AFP_=LSP--=a�-+#P-=J ¢P-:.._C-- N04 4Project Address: PP �=FPJ= ra a ❑ ❑ ❑ I_ °�'20��� 1752 nn� 56655 ROUTE 25 r.:.1 a ra L::a r::a PROPOSED RESTAURANT SITE PLAN RECEIVED SOUTHOLDSUFFOLK COUNTY, NEW YORK SCALE: 1" = 20' 0 C T 17 2023 County Tax Map Number: 1000-63-3-15 Contract Number: 0 20 40Sout o d Town Regulatory Reference Number, - Planning Board Title of Drawing SCALE: 1" = 20' PROPOSED SITE LAYOUT A N D UTILITIES PLAN I s Drawing Number. ��-OF NEW y �PND R E W c�0�'� ` W o _ * �P C) 61 0 v Wo r � EE Sheet of 4 sFOA��092 3 ���' 20 24 FES SIO PWGC Project Number. a LU iil Unauthorized drawing a d relatedon documents AVG 16 01 F� to this drawin and related documents w NYSDOT CASE NUMBER 97500 is a violation of Section 7209 o Of the New York State Education Law o S J a a AMERICAN MADE C.I.FRAME rn WITH SLOTTED COVER OR O.D.PLUS 2'IMAX ( C.I.FRAME WITH SEE NOTE BE-OW) COVER BY NEENAH, CAMBELL OR APPROVED FINISH LAYER MATERIAL EQUAL GRADE ADJUST TO FINISHED RIM ELEV. PAVEMENT CURB LINE GRADE WITH BRICK FRAME&GRATE ALLOW Strategic Environmental and Engineering Solutions SOILS IN EXCESS OF 9"BELOW FINISH GRADE V MINIMUM,4'MAXIMUM SIZE PAVEMENT SUBGRADE i , CAST NG NTNG FOR G OF CASTING Nlcolock Checker Blockavers . T99 ( COMPACTED T090%AASHTO 2ATERAPIPE LASPER DESIGN)°DESREINFORCED CONC E TosoNseedln MIN. . wire mesh . • ` / M P g � GRADE LIMIT OF WORK DOWNSPOUT \; m® p - - - SLAB COVER CLASS IV RCP PIPE "/R BY SITE CONTRACTOR DRAINAGE RINGS WRAPPED / - - - O.D: CAST IRON CLEANOUT WITH BRASS FERRULE 1 1 630 Johnson Avenue. . Suite 7 / 3'-0'.- ®® ® 3'-0" WITH GEOTEXTILE FABRIC / Bedding and BACKFILL ABOVE SPRINGLINE T MI ® ® - - _ MIN SUPAC 4NP OR L_ N n s APPROVED EQUAL (CAST IRON PIPE PAINTED TO COLOR ©® .— _.T — __ - BE PLACED IN 12"LIFTS °. 8"MlN. =:- ' Bohemia NY 11716 2618 _ #30 ASPHALT . ..,,, ROOFING FEL Compacted aggregate base 1 SPECIFIED BY ARCHITECT.) ®®® ® P - a 1 3'-0"MIN. RING DEPTH VARIES PAST GRAVEL Phone: (631) 589-6353 . Fax: (631) 589-8705 FIRST FLOOR ' 11 a AS PER DESIGN ®s® <® ® 6;— COLLAR / / /\/ / / / /\/ / / /\/\/ E Geotextlleseparatlonfabric E-mail: INFO@PWGROSSER.COM PRE-SHAPED FOUNDATION OR ° 18" ®�© ® - - - \ \ \/�\\//\//\//\//\//\/ \//\ BACKFILL © ® ® ® TYP /\\/\\/\\ \\/\\/\\/\\/\\/\\/N/\\/\\/\ SPRINGLINE _ _ D __ FLAT FOUNDATION WITH a GRADE - - - Compacted soli subgrade AROUND DRYWELL WITH REINFORCED /\/\/\/\/\/\/\/\/\/\/\/\/\/ _ G BACKFILL TAMPED INTO PIPE PVC(SDR18)PIPE FITTINGS SIZE TO BE ' ®®® ® GRANULAR MATERIAL X10"� CONCRETE PRECAST CONSULTANTS - --.-.-....--.............. -..-..-- -.-.-..- HAUNCHES AT CONTRACTORS CONTAINING LESS THAN RINGS COORDINATED WITH DOWNSPOUT CHECKER BLOCK:TOP VIEW CHECKER BLOCK SIDE VIEW -- DISCRETION _ 15%FINE SAND,SILT,& LEACHING RING - 4 - - FERNCOSERIES 105G COUPLING FOR CAST ; ®®® ® � CLAY. (SILT&CLAY 24" TMPr 4" IRON TO PVC PIPE / ®®® ® �- - - - - FRACTION NOT TO �� 2 Ye I P� BEDDING(CLASS I,II,OR III) . 4® EXCEED 5%) 4" � ® ® ® TMP WHERE UNSUITABLE MATERIAL a ° m©� I3 E - -nP 12" 2"]- 4" BACKFILL PLACED ALTERNATELY IS ENCOUNTERED DURING TO DRAINAGE SYSTEM - - _ _ TYPICAL EXCAVATION OF PIPE TYP IN 6"LIFTS ON BOTH SIDES OF 17-1 ® © ® ® ® GRAVEL COLLAR 3'-0"oe �" PVC(DR 18)@1.0%MIN. DRAINAGE RING �10"� � A A 24" '• w�i eov�ReMEH r PIPE UP TO SPRINGLINE TRENCHES, t� 5'-0"�1 8" 3'-0"MIN.TO i MIN.ALL AROUND Q specification s ELEVATION -� GROUNDWATER <:c LLQ NOTE: 1' LEACHING RING pp GROUNDWATER o`': BACKFILL UNDER AND width length height per s f pf.I tr ei,Palle weight NOTE 1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITECTURAL PLANS. AROUND DRYWELL WITH 24" 24" a" z5 eo 20 2000 12'-0"0 GRANULAR MATERIAL 1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5'-0",THE CONTRACTOR MUST PROVIDE SIX(6)FOOT MIN. CONTAINING LESS THAN SHEETING AND BRACING,AS AN ALTERNATIVE,THE TRENCH WALLS MUST BE CUT BACK TO „ PENETRATION INTO -� 12 15%FINE SAND,SILT,& A 1:1 SLOPE,OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL,WHICHEVER IS MORE ROOF DRAIN DOWNSPOUT ACCEPTABLE LEACHING CLAY. (SILT&CLAY SHALLOW. " MATERIAL. IF SAID FRACTION NOT TO 2- CLASS I,II,III OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES,PER USCS SCALE: NTS CONDITION CANNOT BE NOTE: 12'-0"DIA, EXCEED 5%) NOTE: FIRST SIX(8)FEET BELOW UNIFIED SOIL CLASSIFICATION SYSTEM) 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 FOOTING FOR EFF DEPTH. LEACHING RING,CONTINUE SEE PLANS FOR EFF DEPTH. CHECKER BLOCK CONCRETE GRID DETAIL PIPE TRENCH DETAIL DRAINAGE LEACHING POOL WITHT(6)FOOHE MIN. OF DRAINAGE - LEACHING CATCH BASIN THE slx(s)Fool Mw. NOT TO SCALE CIRCULAR WICK,UNTIL SCALE: NTS SCALE: NTS APPROVED PENNETRATION SCALE: NTS NYLOPLAST 24" DRAIN BASIN: 2824AG CAST IRON CURB INLET TRAFFIC &Z INTEGRATED DUCTILE IRON BEARING BICYCLE SAFE(BY FRAME&GRATE TO 'CAMPBELL') MATCH BASIN O.D. \ ALLOW 4"FOR FINAL �O�D�QO� 18"MIN WIDTH GUIDELINE ADJUSTMENT OF FRAME 2,-&' OHO 8" o' o -50 0 0, 8" MINIMUM PIPE BURIAL S< S ®VARIABLE INVERT HEIGHTS DEPTH PER PIPE 8"MIN THICKNESS GUIDELINE AVAILABLE(ACCORDING TO MANUFACTURER S \ 10'-0" 10'-0" PLANS/TAKE OFF) RECOMMENDATION (S)ADAPTER TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE ANGLES PURPOSES ONLY.ACTUAL CONCRETE SLAB MUST BE DESIGNED �oQ o y #4 BARS IN TOP SLAB(4"O.C.) VARIABLEO°-360 TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC 0 0 0 0 5 5 \ ACCORDING TO LOADING,&OTHER APPLICABLE DESIGN FACTORS. PIANS 0000 5 GROUT AROUND ENTIRE PIPE 18"MIN. 5 l\ DRAINAGE PIPE SEWER MAIN OR ti CORRUGATED HDPE DRAIN PIPE HOUSE CONNECTION ®vARIABLE SUMP DEPTH I ACCORDING TO PLANS 6 MIN 5 OR APPROVED EQUAL I oPNiING (" ) 6' 0.5%MIN. 4'-0" \ 18"MIN. ®VARIOUS TYPES OF INLET&OUTLET ADAPTERS 4"MIN i �— AVAILABLE:4"-24"FOR CORRUGATED HDPE (ADS N-12,ADS SINGLE WALL,HANCOR DUAL WALL), 1 POLYPROPYLENE COATEDY" SDR 35,SCH 40 Dwv,CORRUGATED&RIBBED PVC 11 s 5 STEEL RUNGS @ 12"O.C. f 10 I 101-01- THE THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER FIFE INVERT 5 ! \ ®WATERTIGHT JOINT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II 9 5 !!! \ (CORRUGATED HDPE SHOWN) MATERIAL AS DEFINED IN ASTM D2321.BEDDING&BACKFILL FOR 8 REVISED PER NYSDOT COMMENTS 02/03/2023 T-6"SQ. OPENING FILLED \ m-GRATESISOLIDCOVERSHALLBEDUCTILEIRONPERASTMA536GRADE70-50-05, SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED 7 REVISED PER TOWN COMMENTS 12/21/2022 ®-FRAMES SHALL BE DUCTILE IRON PER ASTM A5%GRADE 70-50-05 WITH GRAVEL UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 3'-0" ®-DRAINBASINTOBECUSTOMMANUFACTUREDACCORDINGTOPLANDETAILS. 6 REVISED PER TOWN COMMENTS 11/23/2022 5 P RISERS ARE NEEDED FOR BASINS OVER 64'DUETOSHIPPING RESTRICTIONS. $ REVISED PERNYSDOTCOMMENTS 09/15/2022 SEE DRAWING NO.7001-110-065 Q-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 4 REVISED PER TOWN COMMENTS 02/15/2022 ' FOR CORRUGATED HDPE(ADS&HANCOR DUAL WALL)&SDR 35 PVC v.� no.$Qo� may_ gp°� 4 ©-ADAPTERS CAN BE MOUNTED ON ANYANGLE 0*TO 360°.TO DETERMINE MINIMUM 3 ADDRESSED COMMENTS DATED I2/9/19 04/08/2020 ANGLE BETWEEN ADAPTERS SEE DRAWING N0,7001.110-013. 2 ADDRESSED DEIS COMMENTS 07/17/2019 GRATE OPTIONS LOAD RATING PART#-I _DRAWING# THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS.THERECEIPTOR 3130 VERONA AVE 0000 0000 0000 0000 O 00 O 0 -PEDESTRIAN MEETS H-70 2499CGP 7001-116216 POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER,OR LICENSE THE USE OF THE DESIGN OR TECHNICAL BUFORD,GA 3051& 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 1 STANDARD _MEETS H-20 2493CG5 7001-110217 INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN,OR PHN(770)932-2443 Number Revision Description Revision Date 1'8" 1'-6" 1'8" III UNDISTURBED SUBGRADE I p 4'-4' 8' ttt FFF--- SOLID COVER MEETS H-20 2499CGC 7001-110218 MANUFACTURE OF ANY ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN,EXCEPT BY SPECIFIC Nvl �Ct FAX(770)032-2490 DOME NIA 2499CGO 7001.110219 WRITTEN PERMISSION FROM NYLOPLAST. ✓ as a www.nyloplast-us.eom DROP IN GRATE LIGHT DUTY 240101 7001.110.075 TITLE Designed By !+ Date Submitted 1 241N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TC 01/20/1^/ SIDE VIEW TOP VIEW DWG No. 7001.110.192 REV B Drawn By Date Created DRAINAGE - CATCH BASIN DRAINAGE / SEWER CROSSING DETAIL TC\LT 08/23/16 Approved By Scale SCALE: NTS SCALE: NTS CATCH BASIN DETAIL BG AS SHOWN Client: SCALE:NOT TO SCALE THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project. WATERPROOF INTERIOR FACE OF SITE PLAN CONCRETE RETAINING WALL WITH DRI-SEAL (kA (OR APPROVED EQUAL)SILICONE EXTERIOR SEE SHEET 3 TI 12 FOR COLORLESS WATERPROOFING(5%) +.*. .W. . . RAMP SIDE OPTIONS TOP OF WALL ELEV.30.5' i . BUFFER ZONE .• •`•.. . .W SIDE FLARE(TYP.) (SEE NOTE 23 FOR FLARE SLOPES) Project Address: 12"THICK POURED •W . . CONCRETE WALL . W R E C E I V E 56655 ROUTE 25 • 1 3.26 REVEAL W ...W . .,.�. SOUTHOLD . . WUFFOLK COUNTY NEW YORK 4,00o PSI W�,.W �.�W . s� W W` OCT0 C T 17 2023 County Tax Map Number: Contract Number: No.4 BARS 12"O.C. ;, BOTTOM OF WALL . W 3"MIN COVERAGE ELEV.27.25 . . .`. W Sout in d Town Regulatory Reference Number. 1000-63-3-15 • �-�•� W W W " Planning Board 9 n No.4 BARS 12"O.C.ALONG EARTH SIDE P Ali - •• // NOTE: .W. •�. I � Tide of Drawing: ' FOOTING CONSTRUCTED ON .; 4'-0" 2 TON/SQ.FT.UNDISTURBED BEARING . y 2"x 2"KEY SOIL,OR PROPERLY COMPACTED RAMP CR 1 LICENSED PROFESSIONAL ED BY A �q` I No.4 BARS 18"O.C.6'-0"LONG S' SITE ' ENGINEER. SEE DETECTABLE WARNING +• ° 1's" PLACEMENT DETAILS ON SHEET 2 OF 12 DETAILS t- (SEE NOTES 1-7) No.4 BARS 18"O.C. '< CLEAR SPACE W c� (SEE NOTE 2) CONCRETE RETAINING WALL CURB RAMP CONFIGURATION: TYPE 1 Drawing Number. 0F NEW y. Q D SCALE: NTS : NTS Q= ITEM 608.0105009A . DREW �� r-- e Sheet of o 2S�O 0925 3 21 24 p�O�ESS10 PWGC Project Number: g ai Cut Unauthorized alteration or addition z NYSDOT CASE NUMBER 97500 to this olationnofSection�7c209en� AVG1601 LL Of the New York State Education Law o a r 0"(N.T.S.) N.Y.S.D.O.T. Il 3/4" SIGN No.R1-1C CAPPED WITH CONCRETE —' ---..........-............... --'- RESERVED PARKING 30" 10^ Trl 11 1 1 3"GALVANIZED(WEATHER TYPICAL TRAFFIC �- PROOF)STEEL MDUNTING 4"WIDE BLUE STRIPE CONTROL SIGN FCHANNEL(TYP.)COATING TO COMPLY WITH N.Y.S.D.o.T. 3'-0" NEW BLUE HANDICAP REQUIREMENTS(SEE NOTE 1) SYMBOL 6" 2"SQ.POST O T-0"MIN, I POST PUNCHED FULL LENGTH 6"DIA.HEAVY DUTY PIPE FILLED Strategic Environmental and Engineering Solutions ------.._..........._.....--....____i- O t q WITH 318"DIA.HOLES 1"O.C. WITH CONCRETE&PAINTED 7'-0"MIN. z YELLOW (TYP)� 7" O FLOOR FINISHED f=4 630 Johnson Avenue. - Suite 7 O 18"MIN.FROM EDGE OF 1/2"PRE MOLDED BITUMINOUS Bohemia . NY . 11716-2618 42" 27"DIA _ � _ 15' o O v PAVEMRNT TO SIGN11 - _. 1� UJ JOINT FILLER .. I Phone: (631) 589-6353 . Fax: (631) 589-8705 4"BELOW FINISHED�- PAVEMENT `' Q GRADE a a s" — %� 0 ,%' 3'=0" CONCRETE E-mail: INFO@PWGROSSER.COM v O v \' <. FOOTING 2112"SQ.SLEEVE v REPAIR OR REPLACE SURFACE T,.,i��>� ' O ° 36" IN KIND `- ` \,,> �.,`' 4,000 PSI 10' 10' 8' CONSULTANTS CONCRETE FOUNDATION v v � \ y , 4,000 PSI @ 28 DAYS O 42" @ 28 DAYS 21/2"SQ.SLEEVE v O ° DIRECT EMBEDMENT AS PER z✓ ��\�y �; 3, ---'------'- ---.:4:. PARKING STRIPING DETAIL 7" v v N.Y.S.D.O.T.REQUIREMENTS y�.� % / SCALE: NTS v a o 6" ' '' � 6" 6" BLUE PAINT 11-0 SQ. VARIES SEE PLAN HANDICAP SYMBOL TYPICAL TRAFFIC CONTROL SIGN DETAIL STOP SIGN DETAIL BOLLARD DETAIL SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS CURB EQ. 24"(TYP) I PAVEMENT RAMP VARIES SIDEWALK CONCRETE WALKWAY PAVEMENT SAWCUT EDGE OF EXISTING SIDEWALK TO °r SUB-BASE FILL WITH 1/2"PREFORMED J�"LIP 8"WIDE FULL DEPTH CONTINUOUS BITUMINOUS MATERIAL A ° EXPANSION JOINT BETWEEN CURB A Y"••- t &CONCRETE PAVEMENT(TYP AT 6" FACE OF CURB 24"(TYP) TEC JT. ALL EDGES OF RAMP) SECTION A-A 5" 12 11/2' CONCRETE PAVEMENT cn _ -01 SIDEWALK UJ �` > aa � SIDEWALK VARIES WIDTH OF VARIES SIDEWALK o 4'MAX. RAMP 4'MAX. 'r — f?A4fP N DETECTABLE WARNING � STRIP(1 FT,x 1 FT TILES) ;t A VARIES 4'MIN. _ 6X6-W3XW3 WWF CONTRACTION JOINT EXPANSION JOINT . 1'12 i (TYP) EVERY 4' EVERY 20' ;: . E .. SEE PLAN q� 12 1 1 1�— 6" I I=ill_ COMPACTED AGGREGATE BASE M 5p °° NOTE: '�'•� ��. ;� Y2*EXP.JT. y"EXP.JT. COURSE RAMP RUN PLAN SECTION B-B SECTION ' r COMPACTED LANDING o°o°o°o° SECTION AA o 0 0 o DETAIL"A" STRIPING WIDTH TO 0 0 1:12 6"x 6"W2.9 DETAIL"B" CONCRETE TO BE 4,000 PSI @ 28 DAYS o �A\� x W2.9 W.W.F. MATCH C WIDTH E WALK i WHITE PAINTED MARKING CONCRETE TO BE 4,000 PSI @ 28 DAYS .' :. CAST-IN-PLACE CONCRETE WI 4' BROOM FINISH LANDING COMPACTED 5"POURED CONCRETE I SUBGRADE EJ CONCRETE WALKWAY PLAN " P _ PAVEMENT(SEE PLAN FOR A JOINT SPACING) CONCRETE TO BE 4,000 PSI @ 28 DAYS SECTION A-A17 17 o CONCRETE TO BE 4,000 PSI @ 28 DAYS A �,� ; TRANSITION FLARE-WALKWAY NOTES: 1/4"RADIUS 6'MIN. A T F✓ PAVEMENT OR LAWN AREA,SEE PLAN FOR SPECIFIC CONDITION '�' W 1 THE MINIMUM WIDTH OF A SIDE CURB RAMP SHALL BE FIVE FEET 1" 1/2" --I 1/4, 2. THERE SHALL BE A LANDING AT THE TOP OF EACH CURB RAMP AND SHALL HAVE MINIMUM CLEAR DIMENSIONS I� - 48" - CURB o° o°o°o ofA48"BY SQUARE. RAMP i ° 12:1 MAX.51 OP€` : SYo000°o°o0 12:1MAR,SLOPE_- - &' ' NOTES: GROUND SURFACE J"OCUT AWAY ROCK TO (SEE NOTE 1) IN 6"LONG COPPER \ ACCOMMODATE D+2'�' ROCK SURFACE 1. CAP SET FLUSH TO SURFACE. PIN P R.O.W.MARKER (SEE NOTE 1) D—� r--D .j 2. SURFACE OF ALUMINUM CAP TO BE IN CONTACT WITH CONCRETE. GROUT SHALL BE THOROUGHLY COATED "O COPPER WITH ZINC CHROMATE PRIMER. 708-04. IL A Ar _ _ PIN 6"LONG ALUMINUM CAP 3. REBAR SHALL BE DRIVEN WITH A DRIVING CAP ACCEPTABLE TO THE EIC AND DESIGNED TO PREVENT Plot (SEE NOTE 2) "MUSHROOMING"OF THE TOP OF THE REBAR DURING DRIVING. SILICONE SEALANT IS NOT REQUIRED IF THE o \ •� 1 SILICONE SEALANT rn R.O.W. MARKER CAP IS FITTED WITHA PREFORMED PLASTIC INSERT. Strategic Environmental and Engineering Solutions N .• -i (SEE NOTE 3) = LL W II , . r' I I= z 4. SHAPE OF THE MARKER CAP IS APPROXIMATE, OTHER SHAPES WILL BE ACCEPTED IF THEY CONFORM TO THE JIV MINIMUM HDDIMENSIONS IGDETAIL. LY N TO THE CA WHCH MAY BE REMOVED FROM REAR WITH MINIMUM OR MODERATE "O REBAR Li z ,. E OXY COATED a EFFORT WILL NOT BE ACCEPTED. � •:'. • ¢ � 630 Johnson Avenue. . Suite 7 4 GROUND r 1 z z 5. LENGTH OF REBAR MAY BE REDUCED A.O.B.E. IF AN OBSTRUCTION WHICH CANNOT BE PENETRAED IS Bohemia . NY . 11716-2618 `� '• o o ENCOUNTERED. HOWEVER, THE LENGTH OF THE SHANK WILL NOT BE LESS THAN 2'-0" IN HARD, DENSE, OR GROUT§701-05 Phone: (631) 589-6353 - Fax: (631) 589-8705 �y UJ b - I I M STONY SOIL. REBAR TO BE EPDXY COATED. z CONCRETE E-mail: INFO@PWGROSSER.COM Ili= J I ( I 6. AFTER THE CONCRETE RIGHT OF WAY MARKER OR CIP PERMANENT SURVEY MARKER IS IN PLACE THE C W wa 4"MIN. <: _ I�� =1 I UNDISTURBED ` I IIS I EXCAVTION SHALL BE BACKFILLED IN ACCORDANCE WITH THE REQUIREMENTS OF STANDARD SPECIFICATIONS CONSULTANTS F EARTH .:F•` SECTION §203-3.06"SELECT GRANULAR FILL". III- ROCK T—i I i T ' !'.'y —I ILU 7. EXCAVATION AND BACKFILL SHALL FOLLOW EITHER METHOD A OR METHOD B PER 625-3.04 PERMANENT III I I) ROCK SLOPE SURVEY MARKERS DEPENDING ON SITE CONDITIONS. ( I 4" IN. n` I- q ONE�"0 REBAR L 2a"LONG I \\ STEEL PIN AND CAP R.O.W.MARKER FOR BACKFILL INSTALLATION DETAIL IN MATERIAL ROCK OR (SEE NOTE 6) ROCK OR CONCRETE CONCRETE SURFACE TT WSDOT I III DRILL 1"ID HOLE X 18�" _ DEEP,THEN FILL WITH GROUT AND INSERT MARKER ROD co CONCRETE RIGHT-OF-WAY-MARKER CONCRETE RIGHT-OF-WAY-MARKER , INSTALLATION DETAIL IN ROCK OR CONCRETE �.IP� I HTOF �PRECAST CONCRETE RIGHT-OF-WAY MARKER STEEL PIN AND CAP R.O.W. MARKER 9"MAX. PITCH 7"MIN. TOWARDS ROADWAY R=1� Y U H c� HMA OR PCC PAVEMENT 6" CURB SUBBASE (SEE PLAN TYPICAL SECTION TIP-UP SECTION ) S X.SLOPEPE2525TYPE VF6 CURB DETAIL MAX. „�• �`o�� SAW CUT EXISTING ASPHALT (SEE NOTE 1) w�or (VERTICAL FACED CURB WITHOUT CURB ANCHOR)(SEE NOTE 4) QOg�� 4 pyLq,4i Q�yO OR CONCRETE DRIVEWAYS til/ti S 2` °'4 SCALE: NTS LAYOUT POINT rS�OFty yo Foc�_oF 40 NOTES: 11 �R/V S'4FQ (SEE NOTE 4) 10 Ftygy v7�,FOJ �S%,yam 0 1. USE CUB AND CURB AND GUTTER MEETING THE MATERIAL AND 9 CONSTRUCTION REQUIREMENTS OF SECTION 609 OF THE STNADARD 8 REVISED PER NYSDOT COMMENTS 02/03/2023 20441SPECIFICATIONS. 7 REVISED PER TOWN COMMENTS 12/21/2022 2. CURB ANCHOR(NEW CONSTRUCTION). THIS DETAIL SHOWS PLACEMENT OF 6 REVISED PER TOWN COMMENTS 11/23/2022 NOS y �pJ 5 REVISED PER NYSDOT COMMENTS 09/15/2022 p�• FaF c CURB ANCHORS. PUSH-IN TYPE ANCHORS MAY BE USED (SHOWN ON THE 4 J O REVISED PER TOWN COMMENTS 02/15/2022 STANDARD R LAYOUT POINT 4,01 Mq // O\��GN 3. CURB TY ESM A AND REQUIRE CURB ANCHOR. CURB AND GUTTER 2 ADDRESSED DCOMMENTS ES COMME12/9/19 0 NTS DATED 07/17/2016 TYPES VF6G AND M4G REQUIRE ANCHORS WHEN PLACED ADJACENT TO 1 IREV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 / . Number Revision Description Revision Dale 0 CNCRETE PAVEMENT OR SHOULDER \ // 21 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 8y Date Submitted ;0_0 l5 `►� TC 01/20/17 '•s F�q� y F�P� CURB, SEE STANDARD SHEET MISCELLANEOUS CURB DETAILS FOR CURB BOX Drawn By Date Created o�co JOINTS. TG\LT 08/23/16 5. USE WITH CURB BOXES, CM1, CM2 AND CM3. ACYenClien:: dey sale �o BG A5 SHOWN THE ENCLAVES TYPE 3 DRIVEWAY ENTRANCE 56655 ROUTE 25 FQP Ql FOR RESIDENTIAL OR COMMERCIAL DRIVEWAYS IN UPBAN AREAS SOUTHOLD, NY P���G���G �����P WITH POSTED SPEEDS OF 45 MPH OR LESS Project: 0$ � 1•G00RECEIVE D TAPER METHOD WITH SIDEWWALK AWAY FROM CURB OR NO SIDEWALK __ _ oQ �oNOTE: SEE TAPER METHOD OF LAYOUT NOTES ON SHEET 3 �S OCT 17 2023 THE ENCLAVES SoutYlold Town NOTES: Planning Board Project Address: 1. A DRIVEWAY TIP-UP SECTION SHOULD EXTEND TO A LOGICAL TERMINI (EXAMPLE: SIDEWALK EDGE, WHERE THE 56655 ROUTE 25 DRIVEWAY GRADE MATCHES EXISTING GROUND, OR LAYOUT POINT), FOR REFERENCE, A REASONABLE OPTIONAL LEVEL SECTIONS SOUTHOLD LENGTH OR TAPERING THE TIP-UP SECTION IS NOT PART OF THE DRIVEWAY OPENING WIDTH. REFER TO NYSDOT STANDARD SHEET 609-02 "MISCELLANEOUS CURB DETAILS" FOR THE CURB TRANSITION. L SUFFOLK COUNTY, NEW YORK 2. WHERE THERE ARE CONSTRAINTS THAT PREVENT THE CONSTRUCTION OF THE DRIVEWAY OPENING USING MIN.SLOPE 5% County Tax Map Number: Contract Number: 1 MAX.SLOPE 25% 1000-63-3-15 EITHER OF THE LAYOUT METHODS, THE ENGINEER MAY SPECIFY A SMALL CORNER CURB RADIUS OF 2' (ORA"2 Regulatory Reference Number. BULL NOSE"CURB ALONG LOW SPEED HIGHWAYS), PROVIDED THE DRIVEWAY OPENING MEETS THE JOINT AS REQUIRED 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 — — — — 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 AT 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 DRIVEWAY DROP SHALL HAVE THE LEAST RUNNING SLOPE POSSIBLE, WITH AMAXIMUM DESIGN AND LAYOUT SLOPE OF 7.5%. Drawing Number: o THE RUNING SLOPE FOR WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.3% OR LESS RUNNING SLOP, THE ��-oF NEW y RAMP LENGTH SHALL NOT BE REQUIRED TO EXCEED 15'-1" FOR DESIGN LAYOUT. THE RAMP LENGTH SHALL CURB TRANSITION ��P PNDREW o�� N NOT BE REQUIRED TO EXCEED 15'-0" FOR WORK ACCEPTANCE. SEE STANDARD SHEET 609-02 FOR * Q� �ocu, * C -70z a 6. WHERE DRAINAGE IS CARRIED ALONG THE CURB, CONSTRUCT THE DRIVEWAY WITH A SHORT UPGRADE TO COMPLETE CURB TRANSITION DETAILS 7" w 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 y = sheet of 4 IMPRACTICAL,USE 1"CURB REFEAL AND CONTINUE CURB ACROSS THE DRIVEWAY OPENING. TYPICALLY, CURB S REVEAL WILL NOT BE CONSTRUCTED IN RURAL AREAS. IF CURB REVEAL IS SPECIFIED FOR A SPECIFIC FO 092523 23 24 EF S2 DRIVEWAY, IT WILL BE NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT PLANS IN THE'COMMENTS' COLUMN. A��FESSIO Pv PWGCProject Number. g 2 W Unauthorized alteration or addition AVG 1601 'J` E to this drawing and related documents w is a vlolation of Section 7209 o of the New York Slate Education Law o 3 a a LAND NOW OR FORMERLY OF o = TOWN HARBOR ANTHONY FORGIONE >- w r%3 S.C.T.M. N0. 1000-63-03-17.3LU LANE 10 (IMPROVED,CONNECTED TO PUBLIC WATER) i � o LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF o v o o VALERIE M.SCOPAZ VINCENT DOLOMITE&ILEANA DOLOMITE a o to- o S.C.T.M. NO. 1000-63-03-16 S.C.T.M. N0. 1000-63-03-17.4 ? N (IMPROVED, CONNECTED TO PUBLIC WATER) (IMPROVED,CONNECTED TO PUBLIC WATER) o N z y- F- Z O U Q = � J F-- Q14.0 31. \2� ® - 34.2 ,- _ - - Strategic _ s Strat gIc Environmental and Engineering Solutions i, •;r, rrr, .Ti. .,,r a.'°•� '"''.,,r-ac'•s, ,«.� ­761 ',�.q,-•�.,r�;:":� �•r; wv'"$. ": rn'�M e';a,. ,'; T'"l, _ - .. 8 K e e „� ,, Z,. y„�. ,,+.'}�'f<,.. �4 ,b'�� d .�. `y?,^�rr,;.. .: y'y+(:•, '.,"�.w'�1�;; a, s:.e. :,s1r �' z - •�� ® -, ,� � 1'44;• � ns.,,-� �. _ =s' .3L7c.%' -+-yP. �.pwrr- y' ,..n. r, `1'' n„}.� "`,a Mji ; .,it@.'� do•�A .8 �, g,,... _'•, ,;�? �'ira> r,a.. 14•.� a9'4• ,:r„='.•x'+ _ �!f„ s s� �: 22.0 I 3 i G K� K L� r: 4. `- v1.--- �A i.�l` , Ate- K Yip w , - t LO q` i if - r ,AMYL: " O ° a 'u5 a m os � W ., fl ° ® i O 630 Johnson 4 6 hn on Avenue Suite 7 U7 M o °/ Bohemia . NY . 11716-2618 _ I I �5• z_ •;t ,+ilt y n 3s s (631) 589 6353 Fax: (631) 589-8705 Phone: WGROSSER.COM ° •I z E-mail: INFO@P iv, 6 ° 8,47 CONSULTANTS o e I . `- ,• _,; w I ?K "'-v' �"N� OA 35.0 A `M" • as w e z z Cf=1 0I 'K PEE XA M I91 ®� I PA L Y DRi, 4 05 ® 07 07 Y. K KAl"I K ¢ O O R 'ti b;• I s - m m a/ ri\ A O (n [n 38. "•••• O W ¢ Q 29 K � W ............ . 07 Til O 0 -- -- -- O U O I 0 K 3 � J I La ad N �� � z I (\� ■ °' I � - 2 LAND NOW OR FORMERLY OF EUGEN TOMASIC&MIRELLA TOMASIC S.C.T.M. NO. 1000-63-03-14 Z o 4 ° ( ° (IMPROVED,CONNECTED TO PUBLIC WATER) q 38. 3,.2 .4 � t ¢ i N _ c� --+ w m 0 4 LOCUST LANE Im G PA'/ED ALKWAY a o 4 z 386 '" LAND NOW OR FORMERLY OF ¢ JANET L.RYAN S.C.T.M. NO. 1000-63-03-13 (IMPROVED,CONNECTED TO PUBLIC WATER) I I r 4 2 GRASS P VERS / ®� i ' ° o p, Mr, 69 :"moi'-.1.�• eY,. �:;5 ;R.,"'.;'r` ° V) h m O .3 11 10 LAND NOW OR FORMERLY OF PROPOSED IRRIGATION PLAN CHARLES W.WITZKE RECEIVED_ 8 REVISED PER NYSDOT COMMENTS 02/03/2023 7 REVISED PER TOWN COMMENTS 12/21/2022 w S.C.T.M. NO. 1000-63-03-28.1 SCALE: 1" - 40' OCT 7 2023 6 REVISED PER TOWN COMMENTS 11/23/2022 (IMPROVED,CONNECTED TO PUBLIC WATER) 5 REVISED PER NYSDOT COMMENTS 09/15/2022 0 40 80 � [-Southold-town 4 REVISED PER TOWN COMMENTS 02/15/2022 Planning Board 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 LAND NOW OR FORMERLY OF 2 ADDRESSED DEIS COMMENTS 07/17/2019 SCALE: 1" = 40' 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 PILLES REALTY HOLDING LLC Number Revision Description Revision Date S.C.T.M. N0. 1000-63-03-12 Designed By Date Submitted TC 01/20/17 LIGHTING LEGEND GENERAL NOTES: Drawn By Date Created CRITICAL ANALYSIS IRRIGATION NOTES TC"�LT 08/23/16 I. THIS PLAN IS INTENDED FOR LANDSCAPE LIGHTING PURPOSES ONLY. ALL LIGHTING FIXTURES AND IRRIGATION SCHEDULE Approved By !+ Scale Generated: 2022-11-18 16:20 1. ALL WORK IS TO BE IN COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES AND BG AS SHOWN SYMBOL DESCRIPTION QTY TRANSFORMERS SYMBOL MANUFACTURER/MODEL 2 ORDINANCES. Clem: P.O.C.NUMBER:01 00000 Hunter PROS-04 5' trip spray 149 Water Source Information: 2, ALL UNDERGROUND ELECTRICAL CONNECTIONS ARE TO BE MADE WITH 3 M WIRE CONNECTORS, SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN Es «aes os 5S THE ENCLAVES DRY. COMPLIANCE WITH THE NATIONAL ELECTRIC CODE (CURRENT EDITION) AND ALL LOCAL BUILDING SAFETY CODES O��© Hunter PROS-04 163 FLOW AVAILABLE 5 ° r n F Custom Max Flow: 10 GPM 3. ALL REMOTE CONTROL VALVES ARE TO BE INSTALLED IN VALVE BOXES OF APPROPRIATE 512E. 56655 ROUTE 2J ENHANCED AREA LIGHTS/PATH LIGHTS Flow Available 40 GPM AND ORDINANCES. O'Dog Hunter PROS-04 10'radius 61 4, ALL CONTROL WIRING DOWNSTREAM OF THE CONTROLLER IS TO BE 2-WIRE,UL APPROVED FOR SOUTHOLD, NY PRESSURE AVAILABLE DIRECT BURY. Static Pressure at POC: 70 PSI Project: UNIQUE, PROTON 18 = PR 18-L2Z7-BK 140 FIXTURES ARE SHOWN IN APPROXIMATE LOCATION. THE CONTRACTOR SHALL FIELD VERIFY THE ACTUAL �d�404� Hunter PRO"4112'redius 99 Pressure Available: 70 PSI S. ALL ROTORS AND SPRAY POP-UPS SHALL REINSTALLED ON SWING PIPE. PLACEMENT OF EACH FIXTURE UPON COMPLETION OF LANDSCAPE INSTALLATION. p BRASS, 5" HAT, FROSTED LENS, 000099 DESIGN ANALYSIS Hunter PROS-04 15'radius 76 S. ALL OCV SHALL BE INSTALLED ON 3-ELBOW PVC SWING JOINTS. 3. ALL PATHLIGHTS TO BE INSTALLED AT A MINIMUM OF 18" FROM ANY SIDEWALK EDGE OR STRUCTURE. r " Maxi mum Station Flow: 39.76 GPM STABILIZER STAKE, 15' WIRE LEAD, Flow Available at POC: 40 GPM 7. SYSTEM DESIGN BASED UPON 40 GPM @70 PSI. 4. ALL HUBS SHALL BE LABELED AND INSTALLED PRIMARILY IN PLANTER AREAS 2"ABOVE FINISHED GRADE; OR IN ®®® Hunter MP Strip PROS-04PRS40 CV 2g Residual Flow Available: 024 GPM IRRIGATION PLAN LET asr ssr 8. ANY CHANGES IN AVAILABILITY OF SUPPLY SHOULD BE NOTED AND MODIFICATIONS TO THE FLEX SERIES Z WATT LED O OO Hunter MP1000 PROS-04-PRS40-CV 30 Pressure Req.at Critical Station: 18.4 PSI DESIGN SHOULD BE MADE. A READILY ACCESSIBLE AREA THAT DOES NOT OBSTRUCT PATHWAYS, DRAINAGE SWALES OR COMMON AREAS. Lose for Fnhngs: 0.31 P61 Loss for Main Una: 3.12 PSI 9. CONTRACTOR TO VERIFY WATER PRESSURE AND AVAILABILITY PRIOR TO INSTALLATION. 5. ALL "HOME RUN"WIRE SHALL BE LABELED AND INSTALLED ATA MINIMUM DEPTH OF 6" OR PER LOCAL ow a Humer MP2000 PROS-04-PRS40-CV 67 Loss for POC to Valve Elevation: 0PSI Loss for Bac.: 13.4 PSI 10. THE LOCATION OF ALL IRRIGATION IS DIAGRAMMATIC AND SUBJECT TO FIELD VERIFICATION. ELECTRICAL CODES. ALL FIXTURE LEAD WIRES SHALL BE INSTALLED AT MINIMUM DEPTH OF 6" OR PER LOCAL SYMBOL MANUFACTURER/MODEL Critical Station Pressure at POC: 65.2 PSI Ory Pressure Available: 70 PSI 11. ANY IRRIGATION PIPING SHOWN OUTSIDE OF CURBS FOR CLARITY ONLY. TRANSFORMERS & HUBS w Huller PGP-Aw w 2q Residual Pressure Available: 4.77 PSI ELECTRICAL CODES. 12. 120V.TO CONTROLLER AND COPPER STUB,BY OTHER THAN IRRIGATION CONTRACTOR. Project Address: C 6. IN ORDER TO MINIMIZE FUTURE DISTURBANCE,ALL WIRE RUNS SHALL BE INSTALLED PARALLEL AND ADJACENT TO °7 Hunter PGP-ADJ07 48 13. A BOOSTER PUMP IS REQUIRED IF SYSTEM DOES NOT MEET THE DESIGN PRESSURE. 56655 ROUTE 25 UNIQUE, INTELLI-MATIC 7 HARD SURFACES SUCH AS SIDEWALKS, DRIVEWAYS AND WALLS. p Hunter PGP-ADJ-LA04 ,5 14. THE CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MATERIAL TAKEOFF. SOUTHOLD TRANSFORMER 15OSSSL-LED 7. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SLEEVES UNDER THE HARDSCAPE 15. IRRIGATION PERIOD WILL BE 16 WEEKS ASPER THE TOWN PLANNING BOARD CONDITIONS. SUFFOLK COUNTY, NEW YORK O Hunter PGP-ADJa-A OS 32 _ SINGLE CORE, MULTI TAP ( 12-15V), SURFACES, USING A MINIMUM 1-INCH DEDICATED PVC PIPE. p Hunter PGP,ADJ4.A 06 10 12 VOLT County Tax Map Number: Contrail Number. TRANSFORMER, 8. CONTRACTOR SHALL NOT CUT THE WIRE LEADS FROM THE FIXTURES. COIL AND BURY EXCESS WIRE AT THE VALVE SCHEDULE WATERING SCHEDULE 1000-63-3-15 SYMBOL MANUFACTURERrMODEL 07y STAINLESS EEL HOUSING FIXTURE AND LEAVE A MINIMUM OF 2' COILED IN EACH HUB. Regulatory Reference Number. WITH LIGHT LOGIC CLOCK (LPCU A) 9. ALL UNDERGROUND SPLICES SHALL BE INSTALLED IN APPROVED IN-GROUND HUBS WITH WATER-TIGHT 19 Hunter Receiv,401"w/E2-,Decoder 5 NUMBER MODEL SIZE TYPE GPM PSI 55.3PSI C PRECIP IN.MIEEK MIN ANEEK 1,626 EEK GAL DAY _ Area to Receive Ddpline 1 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-12" Turf Spray 38.71 36.6 55.3 1.45 in/h 1 42 1,628 1,626 Title Of Drawing: CONNECTIONS. ® Netatim TLDL-06-18(,8) 4,111 Lf. 2 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-12" Turf Spray 31.2 34.8 51.6 1.57 Win , 39 1,217 1,217 3 Hunter PGV-151 Globe 1-12•w/EZ-1 Decoder 1-12" Turf Rotor 36.7 47.6 64.7 0.581Nh 1 105 3,854 3,854 UNIQUE SMRT LOGIC GATEWAY 1 10. ALL EXTERIOR 120-VOLT ELECTRICAL OUTLETS SHALL BE GFI PROTECTED AS PER NATIONAL ELECTRICAL CODE. Neta"m"°`66'g6e�e"""e° "a 132.0 Lf. 4 Hunter PGV-101Globe 1"w EZ-1 Decoder 1-12" Turf Rotor 8. 45.7 61.5 0.231Nh , 282 7,598 1,596 SMRT-T 5 Hunter PGV-101G 1"w/EZ-1 Decoder p Turf Rotary g.q, 1214 56.0 0.381Nh 1 157 1,330 1,330 ^ 8 Hunter PCZ-101401"w/EZ-1 Decoder 1• Area for DnpAns 6.99 37.5 51.1 0.431Nh 1 141 986 986 (SMRT-T) 1 1. ALL TRANSFORMERS PLUGGED INTO AN OUTDOOR RECEPTACLE SHALL HAVE AN "IN USE" COVER. SYMBOL MANUFACTURER/MODEL OTY 7 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-,2" Turf Rotor 39.76 47.6 64.2 0.6 rr 1 100 3,976 3,976 Hunter PGV-101G 1"w/EZ-1 Decoder ,q 8 Hunter PGV-151 Globe 1-12•w/EZ-1 Decoder 1-12" Turf Rotor 37.28 47.2 63.9 0.541Nh 1 111 4,138 4,138 CONTRACTOR SHALL INSTALL WEATHERPROOF COVERS AT ALL OUTLETS. 9 Hunter PGV-151Globe I--1 Decoder Turf Spray 20.41 34.4 48.9 1.64 , 40 1,1 1,g Hunter PGV-151 Globe,-12"w/EZ-1 Decoder 19 10 Hunter PGV-151 Globe t-12•w/EZ-1 Decoder 1-12' Turf Spray 27.01 33,6 18 1.48 in/h , q, 1,107 1,107 1 Z. ALL PLUG-IN TRANSFORMERS SHALL HAVE A "DRIP LOOP" IN THE POWER CORD. Hunter PGV-151 Globe1-12"w/EZ-t Decoder 1-12" Turf Rotary 34.2, 44.3 61.0 0.591Nh 1 ,02 3,489 3,469 12 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-12" Turf Rotor 38.53 46.8 64.2 065 in/h , 37 4,200 1,162 IRRIGATION H UNIQUE, INTELLI-HUB 14 I, Hunter H044RC 1" 2 ,3 Hunter PGV-151 Globe 1-12'w/EZ-1 Decoder 1-12" Turf Spray 31.4 37.4 53.4 1.65 iNh 1 37 1,162 1,162 a 13. ALL EXPOSED CONDUITS SHALL BE PAINTED TO MATCH SURROUNDINGS. w Isolation Gate Valve.Mainline Sized 3 14 Hunter PGV-,01G 1"w/EZ-1 Decoder Turf Rotor 43.7 58.1 0.45 in/h , 134 2,506 2,506 15 Hunter PGV-151 Globe l-12"w/EZ-1 Decoder 1-12" Turf Spray 34,12 34.2 50.7 1.48 in/h 1 41 1,399 1,399 w 14. ALL EXPOSED WIRES SHALL BE UV RATED, PROTECTED AND PAINTED. BF Zum 975XL 1-12" 1 ,6 Hunter PGV-101G1"w/EZ-1 Decoder Turf Spray 24,54 37.0 52.4 1.411 1 43 ,,055 ,,055 PLAN UNIQUE, SATELLITE HUB 35 17 Hunter PCZ-10140 1"w/EZ-1 Decoder 1• Area far Dripline 7.45 38.1 51.7 0.54 inrn 1 ,1, 827 827 15. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE FIXTURES AT NIGHT IN ORDLER TO © Hunter l2C•600-PL w/EZ-DM , ,8 Hume PGV-101G,"wI EZ-1 Decoder Turf Spray ,g,,2 35.8 50.9 1.431Nh , q3 g4g gqg w 19 Hunter PCZ-101401"w/EZ-1 Decoder 1• Area for Dripline 10.44 42.1 56.0 0.431n/h 1 141 1,472 1,472 HELP ®S Hunter WR-CUK 1 20 Hunter PGV-101G1•w/EZ-1 Decoder Turf Rotor 22.82 45.7 61.9 0.53111 1 113 2,579 2,579 ¢>¢ 21 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-12" Turf Spray 31.22 34.1 50.3 1.37 in/h 1 44 1,374 1,374 Gi REDUCE GLARE AND TO ARCHIVE OPTIMUM LIGHTING EFFECT INTENDED BY THE LIGHTING DESIGN. Point of Connection t-12" , 22 Hunter PGV-101G,"w/EZ Decoder Turf Spray 14.2 32.7 46.7 1.341Nh , 44 639 639 (V__ TRANSFORMER NO. 23 Hunter PGV-101G 1'wI EZ-1 Decoder ,^ Turf Spray 15.32 32.6 46.9 1.371n/h 1 q4 674 674 N 16. THE GLARE CONTROL KIT SHALL CONSIST OF A ROTATIONAL SHROUD, FROSTED, LINEAR AND SPREAD LENS AND Irrigation 11,5591.f. 24 Hunter PGV-151 Globe1-12"w/EZ-1 Decoder 1-12" Turf Rotary 38.53 18.4 65.2 0.52in6 115 4,431 4,431 Drawing Number: N HUB NO. 25 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1-12" Turf Spray 31.24 34.6 50.1 1.551n/h , 39 1,218 1,218 p F NEW y 26 Hunter PGV-101 G 1'w/EZ-1 Decoder 1• Turf Spray 23.4 35.7 50.3 1.581n/h 1 38 889 889 A HEX LOUVER TO MINIMIZE GLARE UP TO A 45 DEGREE ANGLE. Irrigation Lateral Una:Polyethylene Pipe 100 PSI 112" 1,4341.f. 27 Hunter PGV-101G1'w/EZ-1 Decoder Turf Spray 19.01 34.7 48.9 1.0711 , 57 1,084 1,084 ��P PNpREw O� 28 Hunter PGV-151 Globe 1-12"w/EZA Decoder 1-12' Turf Spray 33.71 34.0 49.1 1.6 in/h 1 38 1,261 1,281 0 17. A FROSTED LENS SHALL BE USED IN ANY DOWN LIGHT THAT IS PLACED UNDER 12' IN HEIGHT. 29 Humer PCZ-101-40 Decoder AreatorDripline 2.47 35.6 18.5 0.43inR 141 348 348 �n1 HOME RUN WIRE Irrigation Lateral Una:Polyethylene Pipe 100 PSI 2" 91.41.f. 30 Humer PGV-101G 1"w/EZ-1 Decoder 1^ Turf Spray 10.4 35.9 49.4 1.56 INh , 39 406 408 FOR ANY QUESTIONS, PLEASE CONTACT UNIQUE LIGHTING 31 Humer PGV-151 Globe 1-12"w/EZ-1 Decoder ,-12^ Turf Rotary 35.04 45.4 59.7 0.851n/h , 71 2,468 2,488 FROM TRANSFORMER TO INTELLI-HUB. SEE TRANSFORMER LOAD Irrigation Mainline:PVD Class 200 SDR 212" 3,08411 32 Humer PGV-101G 1'w/EZ-1 Decoder Turf Rotor 13.47 43.2 56.7 0.881n/h 1 69 929 929 � yC =800 W 33 Hunter PCZ-101401"w/EZ-1 Decoder 1• Area for Driplins 0.98 35.0 48.4 0.43 iNh , 141 138 138 r- o�m SYSTEMS, TOLL FREE @ 1-800-955-4831 34 Humer PGV-151 Globe 1-12•w/EZ-1 Decoder 1-12" Turf Spray 33.82 34.7 48.7 1.0511 1 58 1,962 1,962 CALCS FOR SIZE AND QUANTITY. Pipe sleeve:PVC Schedule 402" 89.31.f. 35 Humer PGV.101G 1"w/EZ-1 Deooder Turf Spray 21.95 35.9 49.5 0.87 ln/h 1 70 1,537 1,537 36 Hunter PGV-151 Globe 1.12"w/EZ-1 Decoder 1-12" Turf Spray 38.58 38.8 532 1.441Nh 37 Humer PGV-151 Gbbe 1-12"w/EZ-1 Decoder 1-12" Turf Spray 1 42 1,620 1,620 A Sheet Of 4 ' Pry 31.54 34.0 48.5 1.291nm 1 47 1,482 1,482 /�fn1 Pipe Sleeve:PVC Schedule 404' 189.51,1. 38 Hunter PGV-,01G 1"w/EZ-1 Decoder ,• Turf Spray ,3.95 32.2 45.9 1.371n/h 1 44 614 614 v�O 0925 3 24 24 HOME RUN WIRE 3,054 69.299 69,299 ^�O� FROM INTELLI-HUB TO S-HUB. SEE TRANSFORMER LOAD CALCS FOR ESSIO PWGCProject Number. ai SIZE AND QUANTITY. rMT Unauthorized alteration oradditionAVG 1601 to This drawing and related documents z7 is a violation of Section 7209 Of the New York State Education Law o 3 ad