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HomeMy WebLinkAbout1000-114.-11-2 (2) P, DIVED >> ~0sED TYPE 1f am,AWP WIH EMSANG NYSDOT camEw mum" z°W 15 & QEIECTABLE WARNNG OW7S(n M 6061010611f5) ?3 m BE RE "cw(/1DM 60&m0Ni m0)a , EJIOS7ING PEDIES7TMAN O4aSSWALK 9dV 7D APR 14 2021 mo s BERIELMIM �o kERM171 S GROUP - S®EP70F T MSPi9C:TAT301d PROPOSED:SEMWO AND 70PSOY-4'DEEP IN ' HY NEW UDLI7Y`5WP AND ANY DISTURBED AREAS N1A/IN NYS RK:HT--ar WAY. (/IEw m14020M& IMW 67a160fOG00) RFPLACE 4'WiME SVODUXR LONE W D E E70S7/NG Q4L>SSWALK 7D REa/A/N 25 E70SANG'C405 WALK SR7/P/NG 70 BE NELL�SARY(TYP) EX/SANG ZRAINAW SW07URE 70 REIi fA6V REPA/RM AS NZ12WARY(TYP.) /TEAT 6B7.0f01 PROPOSED 71'PE B C RZ?RAMP ,a n/DETECT S411 5 MAIN ROAD w S M W&Mar SANG PAVFiMENT CR=W" 011 M RQ/A/N (S.R'. 25) TAPER CURB REY£IL SOLID DOUBLE YELLOW LINE PRODOSM NYSDOT Vl•7150 CaVOiE7E CURB(/7E7V w 60904010510) NEW EDGEGI`PA4E7MEM RIM SOLID WHITE LINE s (17 M6AROra50010) E7US7#VG 'BMW N= OfURM - . J �--• RI°A/OVF E asv.NG PAVEr71ENT AND RIEPLAOE w7H \ PAR/11NG ONLY S'0011 7D REifA/N ' PROPOSSED SEEDING AND 7LWSOIL 4'DEEP AY R15.0 R33.0 • a_ "� `+�, �' NEW UAL/TY S7MP AND ANY D/SIURBED AWAS -/ \ .'- ' ' a .• % ; - K 1N7HIN NW AV&ff--CF WAY ca, _ ::i:. s ,. _'•. ' .::� y FOR eml 61a 14M&'/7t7M 61a 1601) g MIN. • _ __ y e MONUMENT �pt FOUND 4 !- !— MOFOUND T 398.05' �NS ZM7bVG CURB To BE 0.3•E N 74'4 '1 O" OF '�■v� A MOVED 4 05' --4- ,` PEROMWWE�,,,SUURVEY MAR,%M 7O BE INSTALLED AT P `UA/I75 AND/NIERVED/ARY 710iFA V PO'NT ��� ALONG bUhdrt/SL�H/O mY(Sq DETAIL#NYS90T O y;` SIAAIDA+RGI,'S7tYEE7 6?5) I PROPl050 SfWNG AND 4'AEEP/N �PPR j 1:,:1,a 9 NEW UALITY SIRYP AND ANY nIRBED—x .:• I W THIN NYS RYGNT--OF WAY. �OT '�6L + ' /TEA/61a 1402•&/TEA/ma1 E,10S17NG i E MV44'FAVM, UAZE'NAFIABLE,SGN 17A DRIVEWAY BE war, cm. MOD171 I m Mom SIGN KEY OWNER APPLICANT 01 MATATUCK LAUREL LIBRARY MAT7771UCK LAUREL LIBRARY PO BOX 1437 139DO MAIN ROAD e� MATT77Z/CK,'NY 11952 MA7717UCK, NY 11952 `�. A (831)298-4134 A (631),298-4134 3/70 ItVN IBENL�AFR NYSDOT 6101aE1V1S 11/llel/?D10 QJ' Dote BY Rc�slw STOP GENERAL NOTES Ciomp r D.6d6y. mjw I Ch- s AAS ay p L THIS PLAN REFERENCES A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY BARREM BONACCI& VAN OFELE, PC DATED APRIL 18 2019. ` Barrett ALL ELE•VAAONS REFER TO NA VD 88 DATUM. s+ Bonacci & 2. ALL PROPOSED ROAD IMPROVEMEN7S DETAILED IN THE 5'I7E PLANS MUST COMPLY W/7H P R1-1 THE LATEST VERSIONS OF AASH70; ADA, NAAONAL MANUAL OF UNIFORM 7RAFRC Van Weele, PC CONTROL DEVICES ALONG WITH 7HE NYS SUPPLEA/ENT(HEREIN REFERRED 70 AS 7HE MUTCD), NYSDOT HIGHWAY DESIGN MANUAL, AND THE 'POLICY AND STANDARDS FOR 7HE Engineers a Surveyors • Planners DESIGN OF E117RANCES TO STATE HIGHWAYS: SEE WWW.DOrMY.GOV/PERMI75 FOR MORE 175A Commerce Drive Hauppauge,NY 11788 qy) INFORMA710N. T 631 A35:1)I I F 631.435 1022 7,� � (�1' SUBJECT aSEES£PARA7E PLANS PREPARED BY BARRETf, BONACCI& VAN kaE, Pr- FOR MORE w vw b6.•pc wm ® INFORMA770M REGARDING ON-SI7F IMPROVEMENTS PROPERTY S1—� a 1000 SECTION 114 BLOCK 11 LOT 2 - 4. PEDESTRIAN IMPROVEMENT PLAN PROJECT(PIN 0042.41) ON NYS 254N 7HE PROJECT AREA Dj7E0 OCTOBER 10, 2019. PLEASE Comm 1 \ W16-7P BETWEEN REFERENCE MARKERS 25 0704 0536 AND 25 0704 0537 �� STO[Z� 0 1-3900 MAIN ROAD GRAPHIC SCALE * � TTITUCK- LAUREL LIBRARY m C OF SOUTHOLD SUFFOLK COUNTY,NY 20 0 10 20 40 so m w NEW suFFOLK AVE -NUE �' = MAIN ROAD (S.R. 25) A 7o qj ��� GENERAL PLAN - KEY MAP % Ro cc1C1 P IN FEET FFN SCALE- 1' = 600' 1 inch = 20' & NYSDOT CASE NO.'8035902019 BBV PC Date S.I.Sm a Project No 5 eol No OCTOBER 8,2019 1 1"= 20' A790060 NYSDOT-1 of 9 z3 Z3 . R 77.10 27.12 �a 2&43 27.10 mo sa •y m� 26 98 2663 aC e _ 2609 JT eZ,e.r `-l-?�-.: '�- _ 27.18 726 25.96 • 26.65 2E.86 �r 27,02 27 02 !i]i: 0a 27.05 26 82 +.78 _ TC 2E.O6 TC 25.67 26.66 26.66 2E 67 26,62 26 _5 40 i i.28 2a� 5-- 6C 25.6E BC 25.47 5 PROVIDE SMOOTH, FLUSH TRANS/T10N ON ®, INV. 22.15 ` REMOVE AND REPLACE EX%SANG DEPTH 10 807H SIDES OF EAWANG 4, CONCRE7E +'><+' sox SIDEWALK TO NYSDOT STANDARDS SIDEWALK AS NECESSARY TO MEET - o -- �26, EXISTING SIDEWALK,• 4.5A,MAX. -- _ �q'� ROAD RUNNING SLOPE, 1.5 MAX. CROSS - - - _ } SLOPE PER NYSDOT STANDARDS N S.R.-25 + _ ,27.34 + r - _' -27- -_ - + 26.22 27.23 u + _ _ -�� , , _ _ - - - - --- -- � - -2`.16 - _ 2ZD8--- - 27.03 26.69 i BC-26.39 TO 26:87 26.85 TC 26.70 z6.ss BC 26.50 M - BC 26.37 BC 26.35 BC 26.20 26.40 26.47 26.3 26.'s 26.04' G 1r G G e5.35 TC 27.15 / ,. 6 sa 26.3 OH OH OH 26.58 7 BC 26.65 G 1 26.92 26.90 G 6 7 OH OH OH - OH�_OH_- �- ,T _ / , '.OFF' ---SOH-•�.��:a OH - OH - OH BC 26.60 -a '26.89 .99- {- 4. r4' MONUM MOOT NUMENT T a m l t27.0 _ FO 398.05J'' m 0.3'E I a / 1 C� h I tea: � /�■ Fjto N N 6 of•r /ry 26� y' .- ' -'--k7 m n as r ..�,6�" ;• 26.9� + 26.7 I �- 5 J/10 my IIJ11' lid FIN Nwor carom m fw�o JO Date By P.e Wb Dusign Y Dra by: mjw I C by A /AA5 Barrett Bonacci Van Weele, PC Engine4rs Surveyors . Planners 175A Commerce Drive Hauppauge,NY 11788 r631,435.1111 F 631.4351022 -bbvpc com Tax Map: DISTRICT 1000 SECTION 114 BLOCK 11 LOT 2 GRAPHIC SCALE of NEwr-` �13900 MAIN ROAD 20 0 to 20 AD to ,i,Q' �.s�sTOL2 '�'A MATTITUCK- LAUREL LIBRARY CD l�C• �� /N OF SOUTHOLD SUFFOLK COUNTY,NY • r' ( n1t FEET ) MAIN ROAD (S.R. 2-5) i inch '= zo' rt. zok 1o,aa� �� GRADING PLAN NYSDOT CASE NO. 80359 ©2019 BBV PC Sca a Proied No 5 eet No, 9 l"= 20' A190060 NYSD,OT-2 of 9 LEGEND EXIS77NG PROPOSED REMOVE CONSTRUCTION NOTES PROPERTY LINE Y. SNOW STAKE SLEEVES ARE 70 BE INSTALLED ALONG NY3VOT-CUR8 AND A. IF THE EDGE OF THE FRAME/S DIRECTLY ADJACENT TO THE CURB MDEWALK. BEFORE CONSTRUCAON, THE CONTRACTOR SHALL COORDINATE OR THE EDGE or PAVwmr THEN THE GRATE SHALL BE WTH THE T REGARDINGADvs7m To 7HE MAMMUM LYZENTA WAY FROM THE CURB BUILDING LOCA77ON FOR THE SNOW STA E THE APPRO°R/AlE ?HE mar Ole PAVEMENT r0 MIZE THE GAP BETHEDV THE FRAME AND GRATE ALONG THE PROBABLE BICYCLE WHEEL PA7H. EDGE OF'PA V£METVT 2. UTILITIES SHOWN ARE AN APPROX/MAT10N FROM AE LD MARKOUT,. —S _ �"— — PHYSCAL FEATURES AND AVAILABLE RECORDS THE CON 7RAC7t7R IS B, IF BOTH EDGES OIL THE FRAME WILL BE EXPOSED 70 BICYCLE DIRECTED 70,VERIFY THE LOCATION OF ALL UAUAES PRIOR TO TRAFFIC THEN CENTER THE GRATE INIH/N THE FRAME AND CURB = _ _ _ _ = BEGINNING WORK AND 70 TAKE MEASURES AS NEa-SSARY 70 PROTECT MEASURE 7HE GAP ON EACH SIDE: /F A GAP GREATER,THAN� ALL UTIUAE:S INMWED 70 RE1MAIN IN PLACE RELOCAAONS WILL BE INCH EXISTS ON E17HER SIDE THE GRATE AND/OR FRAME SHALL - ® COORD/NAIm BY 7H£CONTRACTOR W17H THE APPROPR/A7E UALITY BE REPLACED BY,THE APPLICAN PAVEMENT RESTORATION T.OWNER. 3 ANY U11U7Y W WX PROPOSED IN STA7E-HlaYRAY R.O.W.' wu REQUIRE C N0,VAF7 R OQVNADAI TMENT THE FRAME SHALL MALL SECURE AND SAWL^UT SEPARATE APPLICA ZION AND SUBM/SMON OIL PLANS INSTALLAVaV NON—ROQ'C/ c ANY M/SDNG hou SHALL BE REPLAC A AND ( THE FRAME; CASANG AND SURROUND/NG PAVEMENT 5�/ALL DETAILS; RESTORATION DETAILS AND MAINTENANCE AND PR07E10AON aF PRONDE AN EVEN, CONANUOUS; AND NON—JARRING SURFACE NYSDOT CONCRETE SIDEWALK TRAFFIC PLAN — ALL fi9W?ENCM 70 NY970T SPEa'FTCA AON ITEM FOR THE PA 7H OF NAM OF 7HE B/CYLYE W ILMS Mr NUMBERS AND THE MANUAL OF UNIFORM 7RTH£AfmoT RIVtRHEAD MA/NTDVANcE FAQ'LIArn FFIC CONTRGY DEVILL�S) IO DRAINAGE STRAppucAmr UCTURE D&W ENCIES ACCORDINGAIR ANY OF THE 70 WE UTILITY POLE �j 4 ALL PROPOSED ROAD IMPROVEMENTS DETAILED/N THE SITE PLANS MUST DIRE07ION AND APPROVAL OR 7HE,NYS DOT. E1'EVA77ON COMPLY WITH THE LATEST VYMENI OR AA STD I ADO, NATIONAL D00fENCE5 BETMOV THE PAVEMENT AND FRAME/GRATE OF j CHAIN LINK FENCE —x x— MANUAL OF UN/FORM TRAFRC CONTROL DEVICES ALONG W17H THE NYS INCH OR OETSHALL BE CORRECTED WITH A IRANSTAOW OF SUPPLEMENT(7IERE7N REFERRED 70 AS THE MU7W), NY5170T HIGHWAY- �� a DESIGN MANUAL, AND THE POLICY AND STANDARDS FOR THE DESIGN aF 20.GAS;. WATER AND OTHER UALITY CASTINGS TO REMAIN SHALL BE ENTRANCES 70 STATE HIGHWAYS. SLOE WWW.DOT.NY.GOV/PERM/TS FOR AD.GSZED 70 GRADE AS NECESSARY. MORE INFORMA AO'V. S/7F LIGHTING 21. AFTER CONSTRUCTION, SIDEWALKS AND RAMPS MUST BE EVALUATED FOR 5. ALL LANES MUST BE OPEN TO 7RAFRc BEFORE, AM AND AFTER 3 PM. COMPLIANCE W17H CURRENT ADA STANDARDS THE PDWIMF OR 77IOR NO LANE C!057NG ARE PERMITTED ON WEEKENDS R HOLIDAYS DES&VA7ED 'DESIGNER OF RECORD'SHALL REED VERIFY 7HAT 7HE OVERHEAD WIRES off N/GH771ME LANE C!QS/NGS WILL NOT BE PE7i'M/17FD WITHOUT PRIOR PEDES'1R/AN FEATURES(RAMPS SDEWALK, ETC) WERE CONSTRUCTED 70 APPROVAL FROM 7HE STALE PERMIT INSIPEOMR., CURRENT ADA STANDARDS M 16-012 AND SUBMIT REQUIRED RK DRAINAGE LINE n 9. REPAIR DdSANG SHOULDER, SIDEWALK AND CURBING AS ORDERED BY CANbFNTAAON 70 THE STATE PERM/T E7VGYNED?BEFORE THE WHE STATE ENdNEFR. C41U BE ACCB27ID AS COMPLETE AND THE PERM/T BE L'10SED. THE' FEATURES' THAT DO NOT COMPLY IW7H ADA REQUIREMDWS UPON WATER MA/N W 1Q 7HE CONTRAC70R SHALL aEAN 7HE E7ICISANG DRAINAGE BA'S/NS ALONG COMPLEAON WILL REQUIRE REMOVAL AND RECONS7RUC7ION. AND IMMm/A7ELY AD✓ACIE7VT 7O THE NY 517E maNTAGE AF7ER GAS MAIN c CONS7RUC7701V AND AS ORDERED BY 7HE STATE ENSINEM. 11. DRIVEWAY DESIGN SHALL BE/N CONFORMANCE W17H NYSDOT STANDARD ' TELEPHONE LINE 7 SHEETS 608-03. • 12. ALL SIDEWALK SURFACES SHALL BE pVDV A SLIP RESISTANT TEXTURE A ELECTRIC LINE E COARSE BROcm RNI57/PERPENDICULAR 70 THE SIDEWALK IS ACCEPTABLE. a I I a ► t , FIRE HYDRANT 13 7HE CONTRACTOR SHALL NOT DAMAGE ANY E7asmo NEW YORK STATE ASSES DURING CON57RUC770N. /F SO, THEY&VALL BE REPLACED AS ORDERED BY THE STATE E7NG/NaW(AO8E);,ALL COST 70 BE BORN£BY CATCH BASIN W/I~LUSH INLET ® THE CON7RACTOR, AT NO D PBVSE 70 THE STATE 14 7HE REMOVAL- OF THE EVS27NG CONCRETE CURB SHOULD BE DONE FROM CONTOUR _-- 29 ------- THE BACK ME 70 MINIM/2E ANY DAMAGE 70 THE ENS77NG COMPOS x mm muw Fm mmor c ammm 10781=0 SHOULDER NEW CURB SHOULD BE FACE FORMED-AND POURED AGAINST TOP/8 VE 07TOM OF CURB Y BC 138.85 BC 14a50 TC 139.35 TC 141.00 7HE D0577NG PAMENT. N,9°ae r sV ee�uw� o.e r jVUW I ch. e A aA 15. ANY SIDEWALK PANGS R CIONNEC77NG PA VEMENT,7HAT HAVE SETTLED Barrett BACK OF WALK BW 140.50 W17H GREATER THAN A 114`UP OR CRACK OVER 112" WIDE MALL BE SPOT EzEVA77m 138 REPLACED 70 MEFI ADA R£QU/RE�/EN75 Bonacci & + 16. 7HE CONTRACTOR SHALL PROVIDE A WARPED 'TRANSIAON RLAG'OF 4 _#7B1 Van Weele, PC BUtDING ENTRANCE 0 SIDEWALK BEn EDV NEW WDEWALK FLAGS AND ANY&IS77NG SIDEWALK Engineers Surveyors . Planners THAT DOES NOT Comm W17H CURRENT ADA STANDARDS FOR A CROSS 9 y now SLOPE OF 2Z AT SUCH 7IME WHEN THE NON—0011IPLIANT SIDEWALK/S 175A Commerce Drive Hauppauge,NY 11788 REPLACED, 7HE 7RANSIAON RAG' WILL BE REMOVED, i631.A351111 F 631 4351022 GUTTER FLOW > vrviw.66vpc corn 1Z SEE SEPARA7E PLANS PREPARED BY BARRETT, BONACCF & VAN W£EL& P.Q FOR MORE/NFRMA77ON REGARDING ON—WE-IMPROVEMENTS Tax Map: DISTRICT 1000 SECTION 114 BLOCK 11 LOT 2 HANDICAP RAMP la CURB RAMPS SHALL BE POURED W97H A MIN/MUM 6- THIOCNESS AND OF NEW 13900 MAIN ROAD INCLUDE WIRE FABRIC ReNFRCoMENT w7H 3' OF rOP COVER. RAMP �C. Y LANDINGS SHALL BE 5X5: ,� sTo�z o,A Itrr TUCK- LAUREL LIBRARY 19. ALL DRAINAGE GRA7ES W17H/N 7HE PROJECT UM/rs SHALL BE INSPECTED ®t<` AND ADXS7ED rO IMPROVE BICYCLE SAFETY BEFORE AND AF7DR �f N OF SOUTHOLD SUFFOUC COUNTY,NY CONS7RUCAON AS FOYLOW� r- �, L N ROAD (S.R. 25) 2sFEND & NOTES NYSDOT CASE NO. 80359 ©Z°" Be�P< rotect No t No190060 NYSDOT-3 of 9 TABLE NY2-A PLACEMENT D/STANCE-FOR BARRIER VEH/GYES PRECON57RUC7701V P057W SPEED UM/T 45 MPH 8200 kg (18000 LBS) 10900 kg (24000 LBS) M/N/MUMI MAXIMUM I MIN/MUM I MAX/MUM 100' 1 200' 85' 1 165' NOTES- TABLE 6H-4 1. WHEN THE MINIMUM LANE WIDTH OF 10'CANNOT BE MAINTAINED DUE TO A,SHOULDER FORMULAS FOR DETERMINING TAPER LENGTHS CLOSURE USE THE DETAIL FOR SHORT OR INTERMEDIATE TERM STA7IONARY FLAGGING L= TAPER LENGTH(FT.) LEGEND OPERA770N. W= wm OF OFFSET(FT.) 2.NO WORK ACTIVITY OR S70RAGE OF EOU/PMENr VEHICLES, OR MATERIAL SHOULD OCCUR S= PREC0NS7RUC77ON POSTED SPEED LIMIT(MPH) SIGN W77H/N A BUFFER SPACE. SPEED OMITS TAPER LENGTH(L) 3.WNETV THE DISTANCE BETWEEN THE ADVANCE WARN/NG SIGNS AND WORK/S 2 MILES TO 5 45 MPH L = WS ► CONE MILES A SUPPLEMENTAL DISTANCE PLAOUE(W7-3o) SHOULD 8E USED W77H THE SHOULDER STANDARD TAPER LENGTHS WORK AREA WORK SIGN (W21-5). LA7ERAL SHIFT TEMPORARY TRAFFIC CONTROL OF TRAFFIC ZONE PRECONS7RUCAON 4,7HE ROAD WORK NEXT XX MILES SIGN(G20-1) MA Y BE USED INSTEAD OF 7HE ROAD WORK FLOW PA 7H POSTED SPEED LIMIT= 45 MPH SHADOWIPROTEC77VE AHEAD SIGN(W20-1)/F WORK LOCA77ONS OCCUR OVER A DISTANCE OF MORE THAN 2 MILES 4 180 FT VEHICLE W/ATTENUATOR 5.FOR BARRIER VEH/C.YE USE REQU/RBWDV7S SEE TABLES Nri-A AND NY2-A ON THE 5 225 FT STANDARD SHEET 7/7LED 'WORK ZONE 1RAF77C CONTROL LEGENDS AND N07ES' 6 270 FT ARROW PANEL 6.IN 7HOSE S/7bA77ONS WHERE MUL77PLE WORK LOCA77ONS EXIST WT7H/N A UM17ED DISTANCE 8 360 FT o o (CAUTION MODE) MAKE/T PRACTICAL TO PLACE"S7A77ONARY SIGNS, THE DISTANCE 867WE£N THE ADVANCE 9 405 FT AND WORK SHALL NOT EXCEED 5 MILES 10 450 Fr o°°°a°° ARROW PANEL 7. CHANNEUZ/NG DEVICE SPACING(CENTER TO CENTER)SHALL NOT EXCEED 40'/N 7HE AC77W 11 4-05 FT ° -WORK SPACE. 12 540 FT ARROW PANEL 8.TRANSVERSE DEVICES SHALL BE REOU/RED (AS PER 619 STANDARD SPECIRCA710NS) WHEW A PAVED SHOULDER HAVING A WD7H OF 8'OR GREATER/S CLOSED FOR A D/STANCE GREATER (TRAILER OR SUPPORT) THAN 1500' ALL BARRIER VFH/CLE(S) 0 0 . o 0 SHOULDER _9wLOER TRAVEL LANE 7R4VEL LANE TRAVEL LANE e' 10'MIN. CHANNEL/ZING DEVKES (SEE NOTE 1) (SEE N07F 7) TRAVEL LANE �® SHOULDER .4 -44 4 -4 ® ® .4 4 .4 -4 ® SJ�1LX/LLTER a/1o/2oa1 eRT1r t ffn M►sanr Q011 7V75 11 /=a F 1000' F F BARRIER (SEE I F Doe BY R��o^ POSTED SPEED UM/T 55 MPH 350' 350' VEHICLE N07F 8) 100' Dwse r Dr° by. W e.k y: A AAS SY/DULDER TAPER BARRIER VEI//LxE DOWNSTREA!��l Barrett TAPER STATE LAW ROAD SHOULDER 6H-4 (SEE TABLE SEIUPEND B BY 1 ( 6H-4 FOR L) PLACEMENT DISTANCE BOnaCCI �cLICENSE AHEAD Nl1Rl( � (SEE NOTE 5) (SEE TABLE NY2-A) SUSPENDED > > BUFFER SPACE 495' G20-2 Van VIIeeIe, PC WORK ZONE W20-1 021-5 W11-1 (SEE_ IV07E 2) Engineers Surveyors . Planners SPEEDING (SEE NOTE 4) 175A Commerce Drive Hauppauge,NY 11788 TICKETS — T 631 435 I I 11 v 631.435 1022 vnvw.b �Y0E LANE .bbvpc com NYR9-11 W7-3o (SEE N07ES'3&6) NYW5-32P Tax Ma : DISTRICT 1000 SECTION 114 BLOCK 11 LOT 2 lop°F NEw �13900 MAIN ROAD STOL o TTITUCK- LAUREL LIBRARY GENERAL WORK ZONE TRAFFIC CONTROL PLAN Z !Tw O Of SOUTHOLD SUFFOLK COUNTY,NY r Q oD G) (� REF NYSDOT 'SHOULDER CLOSURE 2—LANE 2—WAY ROADWAY" PLAN 619-20 c`1 IN ROAD (S.R. 25) �2� = ORK ZONE TRAFFIC 7014aa A � CONTROL PLAN NYSDOT CASE NO. 80359 RO` P ©2019 BBV PC Sc°a Probed No Sheol No_ 1"= 20' A190060 NYSDOT-4 of 9 mr-I NOTES 1. MAINTENANCE AND PROTEC77ON OF TRAFFIC SCHEMES SHALL BE IN ACCORDANCE 16. ARROW BOARDS USING LIGHT EM1777NO DIODES(LEDs) AS THE SOLE ILLUM/NA77NG WITH THE PLANS AND THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES SOURCE WILL NOT BE PERMITTED ON DEPARTMENT PROJECTS. AS ORDERED BY 7HE ENGJNE£R. ARROW BOARDS SHALL DISPLAY A FLASHING ARROW FOR LANE CLOSURES OTHER 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE AND OPERA77ONAL MODES SUCH AS SEOUEN77AL CHEVRONS, SEQUEN77AL ARROWS OR STEM PR07FC7701V OF TRAFFIC MAINTENANCE OF TRAFFIC SCHEMES SHALL BE/N ARROWS; ARE EXPLIC17LY PROHIS17ED FOR THESE APPUCA77ONS, AND SHALL NOT BE ACCORDANCE WIN 7HE PLANS, THE NYS MUTCD AND AS APPROVED OR DIRECTED BY USED ON DEPARTMENT PROJECTS THE ENGINEER. TRAFFIC SCHEMES SHOWN ON THE PLANS OR IN 7HE NYS MU7CD ARE 7O BE CONSIDERED MINIMUM REQUIREMEN75: THE ENGINEER MAY ORDER ARROW BOARDS UTILIZED FOR LANE SHIFTS SHALL BE SET TO CAUTION'MODE. 7HE ADD17701VAL SIGNS, FLAGGERS, CONES, REFLEC7OR/ZA nay. ETC., /F HE DEE7l/S/T FLASH/NG ARROW'D/SPCA Y SHALL NOT BE USED FOR LANE SHIFTS. NECESSARY. 3 THE CONTRACTOR MAY SUBMIT RENS/ONS TO THIS PLAN FOR APPROVAL BY THE 17. WHERE NECESSARY, OR AS REQUIRED BY 7HE ENGINEER, THE CONTRACTOR SHALL U7X12F FLAGGERS AT DRIVEWAYS TO CONTROL TRAFFIC ENTERING TH£ TRAVEL WAY. REGIONAL DIRECTOR OR HIS DESIGNEE 18. THE ENGINEER MAY ORDER TEMPORARY ASPHALT PATCHES AS NEEDED ON 7HE 4. UND/WDED HIGHWAYS- THE CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF CONTRACT. THE HOT MIX ASPHALT USED FOR 7H/S WORK SHOULD BE AS DESIGNATED THE ROADWAY IN 7HE SAME AREA AT THE SAME 77ME. BY THE L7VG/NEER. PAYME7VT FOR TEMPORARY ASPHALT PATCHING WALL BE INCLUDED IN THE PRICE BID FOR THE MAINTENANCE AND PR07FC77ON OF TRAFFIC ITEM. 5. DIWOED HIGHWAYS• THE CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF ONE-WAY 7RAFFIC(e.g. ON THE SHOULDER AND IN 71•IE MEDIAN) IN THE SAME AREA 19. PROWSION FOR SNOW AND ICE REMOVAL OPERA DONS AT 7HE SAME TIME. 1N ORDER TO ALLOW FOR SNOW AND ICE CONTROL BY STARF FORCES ON THE STARF HIGHWAYS AND BY LOCAL MUNICIPAU77ES ON LOCAL ROADS, THE CONTRACTOR SHALL 6. WHEN THE CON7RACTOR IS WORKING WITHIN 10 FEET OF A TRAVELED LANE, 7HE SCHEDULE HIS WORK IN ACCORDANCE WITH THE FOLLOWING` ENGINEER MAY REQUIRE 7HE ADJACENT TRAVEL LANE 70 BE CLOSED. &YOUL&W SHL7UL.DD4 INTERFERENCE W11H SNOW PLOWING OPL:77A770NS 8Y DRUMS BARRICADES AND OTHER 7. THE FOLLOWING SHALL APPLY WHEN TRAVEL LANES ARE CLOSED: THE 7RAfiw CONTROL EQUIPMENT SHALL BE KEPT 77 A MINIMUM. ANY DEVCES DISTURBED COIVTRAC70R SHALL PLACE TWO PLASTIC DRUMS OR VER77CAL PANELS AT MAXIMUM OR DAMAGED BY SNOW AND ICE CONTROL OPERA77ONS SHALL BE REPLACED AND/OR E ®v 400 FT INTERVALS ADJACENT TO EACH OTHER IN 7HE MIDDLE OF EACH CLOSED LANE RESET AS NECESSARY AND AS SOON AS POSSIBLE BY THE CON7RAC70R. 7RA� NE LA �" 70 DISCOURAGE USE OF THE LANE BY VEHICLES FOR THE FIRST 1000 FT OF CLOSURE AND FOR 7HE FIRST 1000 FT AFTER EACH ENTRANCE RAMP WITHIN THE DRAINAGE FRAMES, GRATES AND COVERS AND 07HER CASTINGS SHALL NOT BE CLOSURE, THIS INTERVAL SHALL BE REDUCED 770 200 FT. PLACEMENT OF 7HESE ADJUSTED IN A IRA M LANE UNLESS 7HE FINAL PAVEMENT COURSE IS 70 BE PLACED DRUMS OR VER77CAL PANELS SHALL BE 1N ADD177ON 70 THE DEWSES SHOWN IN THE PRIOR TO THE ONSET OF SNOW AND ICE WEATHER. STEEL PLATES, ETC., SHALL NOT )RAVEL LANE WORK AREA 7RAM LANE MAIN7EHANCE AND PRO7FC770N OF TRAFFIC SCHEMES OF THE MU7CD AND THOSE PROTRUDE ABOVE 7HE ADJACENT PAWULWT, /F ANY OF THESE PR07RUSIONS EXIST IN (SLOE GENERAL WZTC PLAN) SHOWN ON THE PLANS AN NON-TRAVEL LANE PRIOR 70 A SNOW AND ICE CONO/770N, 7HEN TEMPORARY ASPHAL T RAMPS MUST BE PLACED SO THAT FOR EVERY 1MM OF RISE, THESE/S A 80 6 WHENEVER MAINTENANCE AND PROTECTION OF TRAFFIC SCHEMES PROWD/NG FOR MM RUN OF RAMP. SHOULDER? SMOULDER ONE-LANE ROAD OPERA770N ARE/N EFFECT, 7HE CONTRACTOR SHALL P05T7ION FLAGGERS AT THE UM/TS OF THE ONE-LANE ROAD OPERA7701V AT ALL CROSS ALL PAVEMENT CU75 SHALL BE RESTORED TO THE ADJACENT PAVEMENT GRADE TO )� STREETS 017H/N 7HE ONE-LANE ROAD OPERA770N, AT MAJOR DRIVEWAYS AND SUCH ELIMINATE RECESSED AREAS WHERE SNOW CANNOT BE PLOWED OR WHERE THE PLOWS 07HER LOCA77ONS AS REQUIRED BY THE ENGINEER 7D CONTROL TRAFFIC. FLAGGERS MAY SNAG. DETOUR � ® ® � � � DETOUR SHALL BE EQUIPPED W17H TWO-WAY RADIOS, IN ACCORDANCE W17H SUBSEC77ON 301.9(c)4 OF 7HE MUTCO, WHERE IN THE OPINION OF THE ENGINEER THE USAGE OF WHERE 7HE MAINTENANCE&PR07EC77ON OF TRAFFIC SCHEMES REQUIRE MUL77PLE W4-9B © ® 4 d ® ® 4 W4-9B SUCH RADIOS 1S NECESSARY 70 CONTROL 7RAFFTC. SUCH RADIOS SHALL HAVE RUNS OF TEMPORARY CONCRETE BARRIER, 7HE CONTRACTOR SHALL LOAD AND HAUL SUFFICIENT 7RAAISM1777NG POWER TO REACH ALL POINTS WITHIN 7HE LENGTH OF 7HE ANY SNOW REMAINING BETWEEN 7HE BARRIERS AFTER PLOWING BY STARF FORCES THE TEMPORARY ONE-LANE ROAD OPERA77NN. GUIDELINES FOR THE USE OF SUCH RADIOS SHALL BE CONTRACTOR SHALL START REMOWNG THIS SNOW WITHIN THREE(3)HOURS AFTER PLDES77?/AN WALKWAY INCLUDED IN 7HE BASIC MAINTENANCE AND PR07EC77ON OF TRAFFIC ITEM. NO771-7CAT70N BY THE ENG/N£ER, TFIE COST OF THIS WORK WILL BE PAID BY FORCE 9. WHEN CONES ARE USED/N C0017ROLUNG THE MOVEMENT OF TRAFFIC THROUGH �`!� ACCOUNT IN ACCORDANCE W77H SECTION 109-05 OF THE STANDARD SPECIRCA77ONS PEDESTRIAN ACC M ®®AT I®M P {�A WORK AREAS, THE CONTRACTOR SHALL TAKE STEPS AS NECESSARY 70 PREVENT THE 20. THE CONTRACTOR SHALL SCHEDULE HIS OPERA770NS 70 MINIMIZE THE CONES FROM BEING BLOWN OVER OR DISPLACED 8Y PASSING VEHICLES. THE 1 ERRUP770N OF PEDES77NAN 77?AFFIC THE SIDEWALK ON ONE SIDE OF THE ROADWAY CONTRACTOR SHALL ACCOMPLISH THIS BY DOUBUNG CONES, BY THE USE OF SHALL REMAIN OPEN AND PASSABLE AT ALL 77MES DURING THE RECON57RUC770M OF NOTE.- THE TEMPORARY PEDESTRIAN WALKWAY SHALL BE SANDBAG RINGS, OR BY 07HER SUCH MEANS AS MAYBE APPROVED BY THE SIDEWALKS, PEDE57R/AN SAFETY AND PROPERTY ACCESS MUST BE MAINTAINED AT ALL A SMOOTH, FLAT SURFACE WITH A 3� MIN. CLEAR WIDTH ENGINEER WHICH SHALL PRESENT NO HAZARD TO MOTORISTS OR TO WORKERS IF THE 77MES TO 7HE SA77SFAC770M OF THE ENGINEER. THE CON7RAC70R SHALL PLACE ALL CONES ARE STRUCK. UNDERGROUND APPURTENANCES UNDER THE SIDEWALK FIRST. N.T S, f0. 7HE CONTRACTOR MUST NO77FY THE ENGINEER, THE SUFFOLK COUNTY 21. THE CONTRACTOR SHALL MINIMIZE 7HE DURA77ON OF DROP-OFFS ADJACENT 70 7HE DEPARTMENT OF PUSUC WORKS, 7HE SUFFOLK COUNTY POUCE DEPARTMENT, AND EXIS77NG TRAVEL LANES 7HE CONTRACTOR IS NOT TO EXCAVATF THE SHOULDER AREA 7HE LOCAL FIRE DISTRICT OF ALL DE70URS, PROPOSED STREET CLOSINGS, OR ANY UN77L 7HEY ARE PREPARED TO COMPLE7E IN A 77YEL Y MANNER, ALL SUBSEQUENT WORK 7HAT MIGHT AFFECT 7HE MOB/UTY OR ACCESS OF 7F/E FIRE OR POLICE OPERA7IONS TO COMPLETE THE PROPOSED WORK. IN THE EVENT OF CIRCUMSTANCES DEPARTMENT 72 HOURS IN ADVANCE OF THEIR IMPLEMENTAAON. IN ADD/770N, THE BEYOND 7HE CONTRAC70RS CON7RCL, SUCH DROP-OFFS SHALL BE EUMINATED BY OR CON7R4C70R SHALL ENSURE THAT HYDRANTS AND ALARM BOXES ARE KEPT CLEAR AT THE EXPENSE OF THE CONTRACTOR AT THE END OF TINE FORTY-EIGHTH HOUR AND AVAILABLE: AFTER THE LAST TIME 7HE WORK FORCE AC77WLY PURSUED CONS7RUCTION/N 7HE J/7D/'10A7 IIJII REWAF PAR NYSDOT JJ/U?/?OJa DROP-OFF AREA., NO DROP-OFF GRE47ER THAN 6 INCHES lS 70 REMAIN OVER A Dwe By Re bon 11. VARIOUS MAINTENANCE AND CON57RUC710N SIGNS SPEC/FIFO/N PART 23B OF THE 11. VA ARE AVAILABLE IN THE STANDARD DIAMOND SHAPE AND AN AL7E7238 WEEKEND OR HOUDAY. A DROP-OFF IS CONSIDERED ELIMINATED IF TAPERED AWAY BY Design y mi Dro a y.� CheckA AA$ RECTANGULAR SHAPE. WHENEVER SUCH SIGNS ARE INCLUDED/N THIS CONTRACT, A 1 ON 4 SLOPE OR FLATTER. THE DIAMOND SHAPED SIGN SHALL BE USED, DESPITE OTHER INDICA7701VS/N SECTON 22. PERMANENT PAVEMENT MARKING SHALL BE DONE IMMEDIATELY AFTER TDP COURSE �1 238.1(C). PAWING OPERATIONS ARE COMPLE7E Barren Bonacci 72. 7HE CONTRACTORS A7TEN770N IS DIRECTED TO SEC77ON 230.3 OF 7HE MUMD 23. PAVEMENT MARKING LOCA77ONS SIZES AND LENG7HS SHALL BE AS SHOWN ON THE W1L1CH REQUIRES 7HAT WITH THE EXCEP77ON OF THE RAILROAD ADVANCE WARNING PLANS, OR AS DIRECTED BY 7HE ENGINEER RESPONSIBLE'FOR CONSTRUCAON ��r�� Van Weele, PC SIGN, WARNING SIGNS USED/N CONJZINC77ON WITH WORK ZONE AC771177£S SHOULD /NSPEC770N. HAVE FLUORESCENT ORANGE BACKGROUNDS CLASS D WITH BLACK LETTERING OR Engineers • Surveyors • Planners SYMBOLS. 24. 7HE CONTRACTOR MUST ATTEMPT 70 REOPEN ALL TRAVEL LANES AND INSTALL THE 'NON-WORKING HOURS'SCHEME FOR OVERNIGHT PERIODS. CERTAIN EXCEP710NS MAY 175A Commerce Drive Hauppauge,NY 11788 1.X 7HE CONTRACTOR SHALL PLACE W4-1 BUMP'SIGNS, W-4-2 DIP'SIGNS APPLY FOR WHICH THE 'WORK PER/0D CLOSURE'SCHEME MAY BE LEFT OVERNIGHT, 7 631 435 1111 F 631 435 1022 ANDIOR W4-4 "ROUGH ROAD'SIGNS HhERE DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL OBTAIN PR/OR APPROVAL FOR THESE OVERN/GHT LANE v..vw b6vpc com CLOSURE BY THE ENGINEER RESPONSIBLE FOR CONS7RUC770N INSPEC77ON. 14. THE CONTRACTORS AT7EN7ION/S DIRECTED TO SUBSEC77ONS 619-302 AND Tax RICT 1000 SECTION 114 BLOCK 11 LOT 2 645-317 OF 7HE STANDARD SPECIRCA 77ONS. EX/STING TRAFFIC SIGNS AND 25 7HE CONTRACTOR SHALL SUBMIT TO THE ENGINEER RESPONSIBLE FOR CONSTRUCT70N SIGNS WITHIN 7HE WORK AREA WHICH ARE NO LONGER NEEDED, EVEN CONSTRUC77ON INSPECTION, FOR APPROVAL, SHOP DRAWINGS/ND/CA77NG PROPOSED of N E W TEMPORARILY, OR ARE CONFUC77NG, INAPPROPRIATE OR CONFUSING, SHALL BE METHOD OF REMOVAL OF EA7577NO PAVEMENT MARKINGS. ALL METHODS SHALL CONFORM REMOVED (SUBJECT TO THE APPROVAL OF THE ENGINEER) OR SHALL BE COVERED TO 7HE REQU/RrmEN75 OF ITEM 635-0103 /1�, CLEANING AND PREPARA770M OF PAVEMENT S-FQL2 Y0 13900 MAIN ROAD COMPLETELY W77H AN OPAQUE MATERIAL THE COST OF 7H/S WORK SHALL BE SURFACE-LINES CG� Fti TTITUCK- LAUREL LIBRARY INCLUDED IN 7HE PRICE B/D FOR 7HE MAINTENANCE AND PROTECTION OF TRAFFIC Q e Icy, 26. ALL TEMPORARY SIGNS FOR MPT SMALL BE COVERED UNDER ITEM 619.02 - p Cn * CON57RUC77ON SIGNS Q TOW Of SOUTHOLD SUFFOLK COUNTY,NY 15. IN ADD17701V 77 7HE.SIGNING REQUIRED /N THE MANUAL OF UNIFORM TRAF77C CONTROL DEVCES, THE CONTRACTOR SHALL USE A FLASHING ARROW BOARD, ITEM THE TRAVEL LANE SHALL BE SWEPT CLEAN BY THE CONTRACTOR BEFORE THE LANE IS rUj 619-0303M, POS177ONED AT 7HE BEGINNING OF TAPER FOR ALL TRAVEL LANE REOPENED 70 7R4FF7C. AA p A CLOSINGS ONE FLASHING ARROW BOARD WILL BE REQU/RED /N CONJUNC770N WITH �?i IVIO�II p�V ROAD (S.R. 25) THE LANE CLOSURE 51104N IN THE MUTCDD FIGURE 302-12 OR 302-14 KHICHFWV A`/S 27. 7HE CONTRACTOR SHALL NOT REMOVE MORE THAN 1500 FEET OF EXIS77NG !� MpT NOTES & DETAILS APPLICABLE. THE FLASHING ARROW BOARD WILL NOT BE R£OU/RED IN COIVNEC7701V PAVEMENT PR/OR TO PLACING NEW PAVEMENT. NEW PAVEMENT AREAS MUST INCLUDE 1014BA ORDERSOTS ER CLOS/NGS OR SIDE STREET LANE CLOSURES UNLESS THE ENGINEER THE BINDER COURSE BEFORE ADD177ONAL PAVEMENT EXCA VA77ON CAN BEGIN. ARO-ESS1CIN�' ©2019 BBV PC NYSDOT CASE NO. 80359 s<a a P'Nd No S.1 N. od BER 8,2019 1"= 20' A190060 NYSDOT 5 of 9 SAw a177ING AS OHALT•(FULL DEID7H)/MW 520.09000010 TACK COAT InW 407.0102 (SEE NOTE 3) PROPOSED CURB 1' WDTH AS DETERMINED BY REGIONAL PERMIT ENGINES? WES PROPOSED M/LUNG OF MP ASiPHALT SJ'/OY/LD S (4,M/N. D rIDW I"OVER D0SANG ASPHALT PAVEMENT ) AND COLD &OWS MOULD BE-WLEO FULL DEPTH SA_WCUT ITEMS 490:30 & 407.0f02 1' OVERLAY MATCH 'SUPERPAVE"ASPHALT- (2-MIN) OR AS RSOU/RED EXlS71NG PAVEMENT EX/SANG ESi1L /.19 101WON(/77b1/M;/40209�10. E74s77Nc 1 "MIN. TOP COURSE HMA PAVEMENT ASPHALT- (2 1/2'M/N) OR AS REOU/REb OR MATCH &7S7NG THICKNESS mod? COUksE'/TE)4 4=52 --W;o3 ITEM 402.098103 6-MIN. PCC OR MATCH EXISANG PAVEMENT THICKNESS ASPHALT CONCRETE— (6-2 L/F7-% SEE NOTE 1) 12-SUBBASE COURSE BASF COURSE ITEM 402.378903 /7EM,304.'10119917 COMPOSITE PAVEMENT RECONSTRUCTION, PORTLAND CEMENT CONCRETE 6'SUBBASE COURSE— TYPE 1011-2 •.':•/TSN 304.10119917•; .• (EXISTING COMPOSITE PAVEMENT TO BE REPLACED IN KIND) : .. (REFER TO NYSDOT STANDARD SHEET 502) _.. .: N.T.S �7T WaASSIRED EXCAVAnON AND MANKMEWT ITEM 203.02 NO7F&- 1. DEPTH 70 BE INCREASED BY REGIONAL PERMIT ENGINEER TO B'(3 LIFTS)W AREAS WITH HIGH 7RUAY 7RAFRC 2 ALL COLD JO/N75 TO BE SEALED — ITEM/4070102 S DXU7ED TACK COAT REOU/RED ON EVERY UFT— 17EY/4070102 4.WHERE 7HE`EXISANG PAVEMENT CROSS—SLOPE IS DIFFERENT FROM 114' PER FOOT, 7HE PROPOSED PAVEMENT SLOPE SHALL MATCH THE EXISTING PROVIDED 7HE SLOPE WILL BE 3/16%FT MINIMUM AND 3/B%FT MAX/MUM. WHERE A SLOPE WTHIN THIS RANGE CANNOT BE OBTAINED, RESURFACING OF 7H£EXITING ROADWAY 70 CORRECT 17S CROSS—SLOPE MAY BE REWIRED BY ONE REGIONAL PERMIT ENGINEER. SPECIAL NOTE PG BINDER AND MIX DESIGN LEVEL RE014/RSUEk7S OF THIS N07E APPLY TO ALL SE07ION 402 AND SEC77ON 404,ASPHALT(HMA AND WA)17EMS IN THIS C0N7RACT. PG 91khER USE POLYMER OR TERMINAL BLEND CRUMB ROLLER MODIRE0 PG 64E-22 (EXTREME) MEETING THE REOUIREUDV75 OF AASHTO M 332, STANDARD SPECIRCA77ONS FOR PERFORMANCE GRADED ASPHALT BINDER USING A 1771 E S7RESS CREEP RECOVERY (MSCR), FOR 7HE PRODUC710N OF HOT MIX ASPHALT MIXTURES FOR 7HIS PROJECT. IN AD0/770N, 7HE BINDER GRADE MUST ALSO MEET THE ELAS70METRIC PROPERTIES AS /ND/C�7£g BY ONE OF 7HE FOLLOWING£OU47701VS FOR Z?j_� a o A06V MExsa PD?NMWr CM eV7S 11/21B/MC 1. FOR J,=,,12z0.1, A%,>29.371 •Jn, azsv Dale 6y Re Isla 2, AN 4.12<01, AR,x2>55 Design M1W Dr y. NJW I Chet AS AA WHERE Barrett R�/S X RECOVERY AT•3.2 kPa ®� Bonacci & J,=, /S THE AVERAGE NON—RECOVERABLE CREEP COMPLIANCE AT 3.2 kPa. WHEN 7ERM/NAL BLEND CRM PG BINDER/S USED, 7HE FOLLOWING SHALL APPLY Van Weele, PC •CRUMB RUBBER PARTICLES SHALL BE FINER THAN/30 SIEVE SIZE.' •THE CRY PG BINDER SHALL BE S70RAGE—STABLE AND HOMOGENEOUS Engineers • Surveyors • Planners •7HE DYNAMIC SHEAR RHEOMETER(DSR)SHALL BE SET AT 2—AM GAP. 1 Engineers Commerce Drive Hauppauge,NY 11788la THE CRM PG BINDER SHALL BE 99X FREE OF PARTICLES RETAINED ON THE 600 pM SIEVE AS 7ES7ED/N ACCORDANCE WITH SE0770N 5.4 OF M 332.• rom1 rce 1111 F uppau5 1022 USE OF POLY—PHOSPHORIC ACID (PPA) TO MODIFY 7HF PG BINDER PROPERTIES /S PROHIBITED FOR M/X7URES CONTAINING UMESTON& LIMESTONE AS AN AGGREGATE BLEND COMPONENT, UMESRJNE AS A vwwbbvpccom C0NS777U0VT/N CRUSHED GRAVEL AGGREGATE; OR RECYCLED ASPHALT PAVBMENT (RAP) THAT INCLUDES ANY LIMESTONE. MIS PROH18177ON ALSO APPLIES TO THE USE OF PPA AS A CROSS—LINKING AGENT FOR POL►a+ER MODInCAnOnL CT 1000 SECTION 114 BLOCK 11 LOT 2 MIX DESGN STOL,� , 2F y 13900 MAIN ROAD O 7HE UWAIRE DESIGNS MUST BE DEVELOPED 1N ACCORDANCE W17H THE CR17ERIA SPECIRED IN THE HMA /7EMS THAT ARE APPROPRIA7F FOR AN ES77MA7ED 7RAFF7C LEVEL OF 9M MILLION ESALS � �� �� TTITUCK- LAUREL LIBRARY NOTE.• 7HE PG BINDER FOR 7H/S PROJECT WILL BE MODIFIED W77H POLYMER OR ATM ADD177V£S TO MEET 7H£REOU/RErWWTS STATED ABOVE. HANDLING OF THE HMA SHALL BE DISCUSSED AT PRE—CONSTRUCTION �13 AND PRE—PA NNG MEE77NGS: r G7 OF SOUTHOLD SUFFOLK COUNTY,NY NYSDOT ASPHALT PAVEMENT SECTION 11 )MAIN ROAD (S.R. 25) T0148Q CONSTRUCTION & RESTORATION ARo,-ESS%oNP.. DETAILS (WHERE NECESSARY) NYSDOT CASE NO. 80359 ©DOT o PC 5: are�ea r>a sea N. 00TOBER 8,2019 1"= 20' A190060 NYSD b of 9 Mrs FA DEMENT MARKING LINE NOTE.- MARKING DESCRIPTION NYSDOT NORMAL PAVEMENT MARKING LINES SHALL BE 6" ON FREEWAYS AND EXPRESSWA YS AND ON RAMPS TO AND FROM FREEWA YS' AND EXPRESSWAYS, AND OTHER ITEM NO. LOCH ONSENORMAL£PAV£MENT MARKING UN SIN THE CON7RACTMSHAL BE 4LL WIDE PAVEMENT MARKING LINES SHALL BE TWICE AS WIDE AS NORMAL LINES ON THE SAME 4" OR 6" SOLID LINE(WHITE) 68ZO101 HIGHWAY. CHANNELIZING LINES ARE THE SAME WIDTH AS MDE LINES. SOLID LINE(YELLOW) 687.0201 GENERAL PAVEMENT MARKING NOES- ALL PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE MUTCD AND NYS SUPPLEMENT. L EDGE LINES SHALL BE YELLOW ON 7HE LEFT SIDE AND WH17E ON THE RIGHT 24"(TIP)' STOP LINE (WH17F) 688.01 SIDE IN 7H£DIRECTION OF 7RA VEL UNLESS OTHERWISE SHOWN ON 7HE PLANS. I IF THE CURB OFFSET IS LESS 7HAN 2-0, NO EDGE LINE SHALL BE APPLIED ADJACENT TO CURBS UNLESS OTHERWISE SHOWN ON THE PLANS. EDGE LINES SHALL BE PROVIDED AT 7HE CURB ADJACENT TO RAISED ISLANDS (SEE DETAIL). THERMOPLASTIC REFLEC77VE WHERE MARKINGS NORMALLY FOLLOW A PAVEMENT JOINT, SINGLE LINE PAVEMENT SYMBOLS (WHITE) 688.04 MARKINGS SHALL BE PLACED ALONG ONE SIDE OF THE JOINT. DOUBLE LINE MARKINGS SHALL STRADDLE THE JOINT. LANE LINES ON ROADWAYS WHICH ARE MORE THAN TWO LANES WIDE AND HAVE LONG17UDINAL JOINTS BETWEEN ADJACENT LANES, SHALL BE PLACED ON 711E SIDE OF THE JOINT WHICH WILL PAVEMENT MARKING LEGEND OBTAIN OP77MUM LANE WIDTHS AT 771E JUNCTION OF SINGLE AND DOUBLE LINE.MARKINGS WHICH FOLLOW A N.T.S. PAVEMENT JOINT, THE SINGLE LINE SHALL BE AN EXTENSION OF EI7HER OF 7HE DOUBLE LINES AND NOT THE SPACE BETWEEN 7HEM. AT THE ✓UNC77ON nlYsoor OF SINGLE AND DOUBLE LINE MARKINGS WHICH,DO NOT FOLLOW A PAVEMENT \ JOINT, THE SINGLE LINE MAY BE ALIGNED W ZY THE CENTER OF THE DOUBLE LINE MARKING OR W17H E17HER LINE OF 7HE DOUBLE LINE. ALL DIMENSIONS AND 7HE PLACEMENT OF ARROWS, SYMBOLS, AND TEXT TAPERED RECESS SHOWN ARE 7YPICAL AND SHALL APPLY UNLESS 07HERWISE INDICA TED IN THE J/I MIN. OR 7HREADED 1 CONTRACT DOCUMEN7S WI7H OR WITHOUT TAPER(SEE N07E 4) THE REGIONAL 7RAFF7C ENGINEER WILL REVIEW AND APPROVE ANY CHANGES R/GyT OF%P4 TO 7HE PA VEMENT MARKING PLANS PRIOR TO FINAL INSTALLA 770N. CHANGES I ` SHALL BE SUBMITTED TWO WEEKS PRIOR TO INSTALLA77ON. 'D+21-6 S/= ROCK SURFACE D GROUND SURFACE STEEL PIN AND CAP R.OW MARKER d� F D � (SEE NOTE 1) r (SEE N07E 1)ALUMINUM CAP ` ` (SEE NOW 2) h _ N07E� ° SILICONE SEALANT 1. CAP SET'FLUSH TO SURFACE (SEE NOM 3) Z 2 SURFACE OF ALUMINUM CAP TO BE 1N CONTACT W77H CONCRETE, GROUT 3�� -»��1e y SH4L1 BE THOROUGHL Y COA7ED WT7H ZINC CHROMATE PRIMER, 708-04. NET poi By Rm rs on s/e O REBAR 3. REBAR SHALL BE DRIVEN WITH A DRIVING CAP ACCEPTABLE 70 THE ETC AND oes,s-dby MJ D-.d y- M1W I Chkdby AS S EPDXY COA7E9 a DESIGNED 70 PREVENT MUSHROOMING'OF 7HE TOP OF 7HE REBAR DURING WA W W ORINNG. SILICONE SEALANT 1S NOT RE0WRE0 IF 7HE R.aw MARKER CAP/S a a R77ED W77H A PREFORMED PLASTIC)NSERT. Barrett •° ' ' 4. SHAPE OF THE MARKER CAP IS APPROXIMATE; 07HER SHAPES W U BE ' ® Bonacci & CROUT§701-05 ACCEPTED IF THEY CONFORM TO THE M1NIMUM WEIGHT AND DIMENSIONS Van Weele, PC CONCRETE 1 h GIVEN IN 7HE MARKER CAP DETAIL. THE MARKER CAP SHALL FIT TIGHTLY TO 7H£REBAR, MARKER CAPS W#CH MAY BE REMOVED FROM THE REBAR W W MIMMUM OR MODERATE EFFORT WILL NOT B£ACCEP7ED. Engineers • Surveyors • Planners 175A Commerce Drive Hauppauge,NY 11788 ' ' '• ROCK ALENG7H OF REBAR MAY BE REDUCED A.O.B.E. IF AN O9S7RUC770N WHICH _ T 631 435 1111 F 631.4351022 CANNOT BE PENETRATED IS ENCOUNTERED. HOWEVER, 7HE LENGTH OF 7HE w .bbvpc com SHANK WILL NOT BE LESS THAN 2=0'/N HARD, DENSE, OR STONY SOIL REBAR TO BE EPDXY COATED. T CT 1000 SECTION 114 BLOCK 11 LOT 2 S7£EL PIN AND CAP R.O.W. MARKER 6. AF7ER THE CONCRETE RIGHT OF WAY MARKER OR PERMANENT SURVEY INS TALLA710N DETAIL /N MARKER IS IN PLACE, THE EXCAVA7701V SHALL BE BACKRLLED IN �C. J- ROCK OR CONCRETE • ACCORDANCE W77H THE REOUIREMENTS OF STANDARD SPEaRC477ONS sT0(2� 0 13900 MAIN ROAD SEC1TON 203—J..15 f7LL-.AND BACKRU AT S7RUC7URES, CULVER7S, P1PE5 STEEL PIN AND CAP A0.W MARKER CONDUITS AND DIRECT BUR/AL CABLES' * �Q� ��� � TTITUCK- LAUREL LIBRARY INS7ALLA77ON DETAIL IN �! EAR7N OR SWAMP r OF SOUTHOLD SUFFOLK COUNTY,NY 0 NYSDOT ROW MARKER DETAIL MAIN ROAD (S.R. 25J (REFER 70 NYSDOT STANDARD SHEET 625) A�, 10148a ��`� DETAILS Oc 1`1P N.T.S. � .ESS�� ©zois BBV PC NYSDOT CASE NO. 80359 ---o„� Sm Probed No .1 N. OCTOBER 8,2019 P= 20' A19o0b0 NYSD07-7 of 9 J a*77a t LEMM SE07 V+ L b63t p¢- H MIN. &OPE 1.1" MAX SLApE 1:4 &MN AS ?s° c�4 /aEQUIldED (OPWVAL) R OPAMAL 1' w'''cwrtsii,m (OP)OVAL) aIRB REVEAL <,+-'• (SEE N07E 1) EDGE CF PAVEMENT arm Rue c IMT1.rrvc R ' � a� `��� - B0rRW Cr CURB CURB 7RANS1770N LENGTH (L) 1.4 1.12 1.20 xn,re auaiw s.i,eye, , `' 4' 16A 48' 80' a a roe f rp ar ,m 6' 24' 72' 120' oRs Rue mstrux,na,me, . CASTAN—PUCE CONCRETE CURB TRANSITION wr-- - -�"dy.` pN1'pI°RK Department of Transportation (S£E N07E 2) eia ms r� ,sa¢sen¢sn.s as<r,ro,mw (REFER TO NY5I70T STANDARD SHEET 609-02) SIDEWALK AIM pn8 Bud'DETAILS N.T.S. 9�g MEET 5 OF 91 j a"o Rue raWt°eun°tr ms, N07E'S? c1 u wsw aas,>dn ,w,rawgsra<a <„w� n,,¢ °mom• •' 1. II-W I'ME4L AND CCN71MVE CURB AO140,SS'DR/VEWAYDURAN=AVLYIF&VOW IN `8{ t cam our,xossx t09-01 THE LY,W7R4CT DOLYIMEN7Sr OR DlREC7ID BY WE ENGlNEER'NG AS A FIELD GLWWAGW. 27ERNmw AURB, CURB&'OUT7ER AND ASPHALT aim BY YRANS77OVING aV A MAMMUM SLOPE a-1.12 7D PREVENT PAMVDVT SUR,-AC& £XQEPT WIEN BEXWD GYADE + RAIL .1 EXTEND wVMT FILLER 6'M/N/MUM BE7M aIRB OW B07H WES OF CURB BOK 705-07 NOT NEmw NHDV VER77cAL map aIRB wDYN Eww 7D WD7H Ac'O1URB Box oy`y, R=1 1/2' 3/ro YAr aww Par NrmoT 42KOM IW/=&? Dom By P.evsion TOP OF PROPOSED Designed 6y W Dro e y e<e y S .4A5 M W RA aW=1 TM 9 A10¢ PA t�EMENT 6" ,at[Rd[<,ION :`�r`^� __ _ --- �" at�n Barrett Bonacci & Van Weele Pc CONCRETE CURB � ITEM 609.0401 . rveyors - Engineers un s sit a T Rn MCTTr„ v 175A Comm n H Commerce Dtouppauge,NY 11788 8n@CB T 631 435 1111 F 631 A351022 w .b6vpc com Tax Mar): DISTRICT 1000 SECTION! 114 BLOCK 11 LOT 2 TYPE VF-150 OF 13900 MAIN ROAD arre roe- \ - n scn¢suuatta,ro, a°iwnH " „0°K Department of NYS®OT CONCRETE CURB ,� 'I�STOP TTITUCK- LAUREL LIBRARY CM Rw cwI=to*TYPE to ,w Transportation � �y'V •� ' WED uca mosn,v OR 1 WOME N a anr¢¢,srea s¢n N.T.S. O �� SIDEWALK[SHEETn8 FAIP DETAILS OF SOUTHOLD SUFFOLK COUNTY,NY r 1u YYeee ,v eo�ra•sw,r ra as' IN ROAD (S.R• 25) V�5 anwn,suunae a a ucs,w"raw a snw,m suer w.a,,.a,1 0• m �p 609•DI /G \ .e+ - 101486, DETAILS NYSDOT CASE NO. 80359 pRDZ NPv ©2019 BBVPC to Sc a Proud No Soot No OCTO 9 1"= 20' A190060 NYSDOT-8 of 9 tONC IORi ara 1a1P bK1 4 d Irn 4^P _ _ _ i. 4±Y 9[[IS IG R YLWLR RX M u[P]tLLS RM[4SwIL1I65,.'I IL M ICCYY TSf%6)QIB Poi a�aL PS a4. _ _ -. nlal ap M REnDQ,f)nl @ M mil riPam,MSSeE11,aCr11ls rw , i_•• •t r 1 t,r 7 ) � WCT�Y m n¢@ ni9 mt51NW,mRQ1 d M R¢I[Rpi tl Yr tXPWl in M tAN1 w/rac Adtl @)Di3 PYP SBLLI a,MY b SZ M _ lRAlO YG l d L Wa rP aSM W U1111i]Xlt a)YLNY'R i.K M Ya1 r@,Y , L pDdRiSa S.XdS d IK a1W1,3,111a1B6 am DaralLa iR 1R laCrS Iw aRESSpf]K LLa r0a)scvrv¢Sal¢)WNW tl!.R i ¢ 1� r',`¢ f t�. �[ I Rlraaaas1p1� e afaa.m roLo uws,r,lnnal-„Sol a asaiDcrm nd ru1Es an 1p m IX1Fpnl4l NifLL M lots rw rDa aDmua.vs iau•mlw n1aFi mlrava rl adtR trstw w,rtds c w Io t uw M c[mrvsnw tl9utl nl 1.,St rrtx _ I r 9nL AWaa RJ� r1'1¢. 1R3 yQ,t np[I¢!yrwYlipn K M'rIX0 P•lrSgc4 LLn[XlS r W M WO[P.RSL IIQL G LII w a[L M L[1i InLh + CAR-- + + + auuKp we p[axspa L [ol u<ruv]lIIs w a cdanurtB ro 1Y1 1a IXVP v,maaLL m. 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IL M tt[daErIXr l'P05f A01t tl[nN wIG lot w atlt JL M In¢s PnpX�rR iN wart m SLLLL M il,n tl Lbt]IXPI[KD r NE'W YORK IYnnIID lir:V 1,1-ira!n m.flirt iM])IIX/w0S1 AtlS RFARR aLL1 p M Ri[nan[r4i4 Uql FP ft—m-11P dlr M SQf d M rEWPYORK Department of Department of n,vRLD a arm Ramp w toy R=KD na XvsuuF WTE TEAMS. arzp,asf rmm mw v m zr a uD o-r E Da[mw P 1WIu Lm DICE GinD M r1LL rat d M IP8, w rl1BM Saraa.GaSCpe m Trans port Transportation 1L t 5[PpaK[R m,x M ran @4l¢P dtPD 7 r w n m -M slit?M rma P M aQna t uXi 1 rmo p¢aEs,—n °"°Lrt'°R P wIX fFtal n wllw v Yr� as lw,u—ACE[ s,[roam Dos d dm us asno[ur sramlm son lr iW na31PW STNG ro fflfSlaN Rdr Wrlwl r£rW i0 SiLVaKI Sx¢i x p Il W @ u w rttml rIi xa1 R oats Dua¢ulcm,o rz rP110N 7 uo-lp Fw a„ai rvaLmY,as W nod-m M tan GAa PYa a M L.r uR sett was RL']Y1r 11EI Wi Crtn p tbt[la1ltW O a..ID¢pIG 1L daa Ins,Sc rwlnn Gt wean 1p ewuL tares ma snr,.l M u.:uc mm M was sr[rnao w sxn L w a@[s vas rat si pat SIDEWALK AND SHEET 1 Oi 91 CURB RAMP DETAILS[41E4g SIDEWALK AND CURB RAMP DETAILS aO� uu.n sraLo e<NeoQ w Ltv,rd rra is Gbos[a orm uk ro uLa �WatJ R l[u w,ld.am Wr vra IR1 awoaaG W PK[L DETECTABLE VAEE06 SWAM GFS1 PLAUIT DPTIa,DETADS (SHEET 2 OF 91 �` Iva Lew,Kiml°'°,K'c"0LoaOrir'v�dLi'a a�i Lvsi a)n c rd�rwvIlreiaroap m.sal to M wix suL Y�8 m ��� IXtaRl w SiE[l f @ L R �11J�)�S Sul KP MM SwLnPa b RRiRd b6�RnL4E X >3 ,rod aroeEr xpsr 1551ED uttn[B Irorz �,66 . sPr,R.fXnt w1Pu1 rwWLr nu apryK ,a aunt w ,Rm-rtD[uxs or,m,a Icu.n vast G laitlx �.vS Ja alwo a tens u. a_5 cin .....sass mlrt swot.am uwiclaa w ry nSw[w L sm v,L a ,u tom rrrRlan w,xn alto caw¢two P snmam sKtt wo-D,.vlc,1 b L asX,rr ocst yYQ ....o1 �� pLRKr am„mta BOB•OI i�SAW CUT EXISTING ASPHALT OR CONCRETE DRIVEWAYS SIDENALK—� ai1'o��nav Xt►.n►' &rwsL-JESBR Hrsaor Li01iFJM7S o / Date By Revalan ``y\' \ ''' �ff'Y T�• ���' '�/ D—gned 6y mjw Dra Y f�JW C ecked y. AS/AAS Barret p F�dq/ (SEE NOTE 22) F\ a0'ry �'- \ ' ® BOnaCCi �116 Ot /'' v BBvan Wcel@r PC Z4- CORNER ANGLE Engineers Surveyors Planners SIDEWALK RAMP . LAYOUT VARIES nYPJ— r 175A Commerce Drive Hauppauge,NY 11788 - " T 631 435 1111 F 631.435 1022 mvw 66vpc com T 1000 kECTION 114 BLOCK 11 LOT 2 k � - �% STOL2V 139®0 MAIN ROAD TYPE 2 DRIVEWAY ENTRANCE �� fi,` IP MINOR COMMERCIAL ONLY TTITUCK- LAUREL LIBRARY 4. 'l F'�6��,��mQ�•�'P~J NOTE:SEE RADIUS METHOD OF LAYOUT ON SHEET 3 �. a�G'o�N (S££NYSDOT STANDARD SHEET 608-03 r Q �QWN F SOUTHOLD SUFFOLK COUNTY,NY lotllE FOR ADDI77ONAL INFORMA 770N) m `\ o� �o�aaa IN ROAD (S.R. 25) RO DETAILS `ESSiONP� NYSDOT CASE NO. 80359 - ©2019 BBV PC Ihle Scale Probed No shoot No OCTOBER 8,2019 1"= 20' 1 A19DO60 NYSDOT-9 of 9 s c Barrel,e —'i&Van W—I PC a.Px�n'iU U..ilg D RDA Landscape Ai�hfecfure3,PC Sup e3�1 n19„b.t MA0ffITUCK= LAUREL LIBRARY SITE IMPROVEMENTS 13900 Main Road Mattituck-Laurel Library Site Improvements Mattituck, New York 11952 13900 Alain R—d M a11IN<k,NY 11952 N qT�Ts2a5 gyp FOF N61� Issued To Southold Planning Department Addendum 1, September 21, 2020 DRAWING LIST CVR-1 COVER SHEET uiie c-1 DII.IENSIOHALPLAN C-2 CONSTRUCTION PLAN C-3 EROSION AND SEDIvENT CONTROL PLAN COVER SHEET c-4 SITE DETAILS C-5 SITE DETAILS L-I LANDSCAPE PLAN L-2 COUPLE ARD LANDSCAPE PLAN L-3 CONSTRUCT ION DETAILS C ELL OI PROPOSED SITE LIGHTING PLAN,FIXTURES AND ( PH OM TOETRICS s Novo (ELL.02 PROPOSED SITE LIGHTING.SIGNAGE A NO DETAILS CVR-1 sre Barrett,B11.111&C.,PVP-1,PC 176A COM-1——...... 711 FEEVE AVENM ­­6 RDA 1, ClIhIt-11,PC 2201 Ave te :W. s 05:54A00"E —--—-- -5.1 -7-F C4 attituck-Laurel Library Site Improvements " 13900 R,.d PR M.tt,tu,k,NY 11952 A H- 71 473. �2 12 1111U FUR R.IP `9 U U 2 9212— �N U m gr A S_ .............................. 7 —A I I A— I.— 11 AW=1 11 XO9TP, DIMENSIONAL PLAN .......... .................................. 1=1 1A ..................... 1 21 �IA ',I 11�V A 9" A:: GRAPHIC SCALE c—1 ESTIMATE OF OUANTDIES LEGEND LEGEND CRrsEnn rw[ cECwvwr Cp lxrc x..�xxrrrw.EW.�............ ¢wxwx¢ww,.x� ....................... , � � w _ _ -A,r"n"r" 1 � � � B it,B c 4 Van Weele,PC .... ¢ns a won wrn fixc£ ° ° spr nEvarnTr �, �4 ssA commerce o�e FIEEVE AVENUE nna"s".Nx " ro.'arx'wxxa......................... 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T§rmIp �J'� \ Ix�IM g /rm,¢ (rroJ� (irv.ILrrnsrws ec zs zsm ,o= 1 �I L cw�e� cw� Mattituck-Laurel Library ate___ Site Improvements cwFFr A. 13900 Maln Road M.att'tuck,NV 11952 I 1 " ^ �," a4" "t3'•°- N^ 1I r �" ennw a FEw¢n¢ g N 05'45'00"W 4J3 ro wxEs rwxc g xxEror[°/rm.1 " incea care dc,c�prion 1 1 Vie" n%,ro xxExrrr./rml L r .26' be YY 1 1 I I DRAINAGE STRUCTURE SCHEDUIE o aa.3 - 1nEva xnr rro +"I 1 SOIL BORING(S.B.#1� SOIL BORING(S.B.#3� 1 CONSTRUCTION NOTES DRAINAGECALC DNS n-nr roxx v—Iffmll ¢=mrExnx—.amwE; 11 x¢rm a nr ann a,Al a Ernxxnnx u srorx'¢m¢ix vnEss omExws w'nJxEExxrs fscxd a-rE}w-srC sraan'Ewna¢m ` u a r¢r mmEu mu�n-srwaxr.s r FE D A»K eexmaerwa sr¢Jx �rtrc nrair wax a�i rriara.xx., °- _ Cw[rrs r¢rvcnnsacrrda xax[x. _ ��¢ ¢xf nn- o � w.x ww w x¢r rwW¢rxaEr. Ero ro a W,o xx�..sA,x¢rAWx xnwr �P9"wn"n���a.¢x mrwx¢xa. r ro wxwx w,w.xr sxx,r""s a.�•°w. ar+x s x¢r"�i n»-tea a wnwn A. All w»w w " " CONSTRUCTION w a ar���r�wwA ww¢ a wx¢ PLAN AW rs roJ xnrnr¢w 4x¢ a• r¢. �S° ,.2 ,wx. wnr rover.mwrn.sra¢.ym rsrzxuLxw rnraffwiuxwo r[n' a¢we � awnu.w[a ersJsr¢rsx/n/raj yrav,n nv. nnLw IA. Al -21 x sasr a .xc nrR s`m[ sswo°Crtn sMumwrwrr`raw�xa¢Wr-acaaxe ��`n%ry - n.s s rr. ca kea nv. ww/aas u w rouxtxr�¢ naps sxaax ()rotmrxnr ai ro'aEr 4Jesv cFdwOwa ml ENrotw1EFED ara rcP [£axa cnnnxaw ww sbrsxC rosru[wr xrasswrE[xwrs wndm SOIL PARING GENERAL NOTES:w c.o�cancmncr. IIV A'900 rw a xa rrr<r wrx nemxJ,r nw^.n"rw.'x¢r.�A wnww roWucna sxxixass xxaxn wvicerzw mrnn aarr.1 w1°r aarrnxw¢rnr PA:11=t1l Al mxax¢E'nwx¢xr cwnxna nrWi a xu xxcrxn wurzx mrsn nxrr ar ff rwrwre wr¢vxrr cmxu.Ks am`xwan rwrrs¢neuwe cwwnms Al¢mEx�¢carmcs C( o —L V. az Barrett,911.111&V.,weals.P, ­ppa­NY DANDY CURB BAG =4 A'ch 101u.ep Al-t-11,P C 29 A AM-'U- LI-1 2V= 11-1 Lq SEDIMENT WNTROL,AT DRAINAGE WILETS TEMPORARY STOCKPILE DETAIL ,7 STABILIZED CONSTRUCTION ENTRANCE d 0% ozi, nix nor,__------ ------- mb Mat ituck-Laurel Library t —,ox Site Improvement s STOCKPILE al o 13900 M.,,Road jt I M.tfitu,k,NY 11952 13aR �4 J d care de.��Prio� 71 1 ­2119 N 473.26' 2 19212— ­N11.1 1A CMM&MEASURES fiEcro o EROSION =N —F AND SEDIMENT 0 0 CONTROL PLAN RIP ­7' 1_411 I 1A A I t 0 n U :A, _0 PLAN �v caw xm E— CONCRETE WASHOUT SLT FENCE DETAIL A— Fq C-3 AEffRYED PARKING � Batt,B11.11,&C.,Weele,PC —ppav(�)NY DZL.1101.,Al-t-11,PC Ile A—1,.1 _7 777 771 ME HANDICAP PARKING ASPHALT PAVEMENT SECTION A— BOLLARD WHANDICAP SIGN IN PARKING AREAS CONCRETE SIDEWALK A� Q A POW— iL, -Laurel Lib,ory it Site Improvement s 13900—,R,.d M.tt,tu,k,NY 11952 1I rx-�,n nw 'II B[�'IIW�_ ELItl F�y_ ®®o� giw� W mrn nxa r rawrsa nrr� onreaCATCH BASIN TYPE 2 PLN N REFUSE ENCLOSURE DETAIL �2"­ Mll R,R IT DRYWELL 92-21 MARKING DESCRIPTION ITEM NO Me SITE DETAILS PAVEMENT MARKING LEGEND RESIDEWLAL TYPE *W CURB .1. Wr 11% A NTI PIPE TRENCH DETAIL C-4 1�1 Rl�1111111 F111-1 Li B.—tt,B11.11,&V.,Weele,Pc wasRDA Lan I...FF. nxrCURB W— F TRANSITION H 1A —OT UW FLUSH 2DT RE RANVEW TION CURB HANDICAP RAMP R5 TYPE A HANDICAP RAMP TYPE B HANDICAP RAMP DETAIL TYPE C Q Mattituck-Laurel Library Site Improvements -AMff 9 Aamow.a 13900 M.,,R— M.tt,tu,k,NY 11952 DETECTABLE WARNM SURFACE TRUNCATED DOME DETALS —ZLA&IIAL11 A——1 1A —1 Z— I N:acsc 2 9 21 2)21 FNII.I .1 A —U.— Rwcns A. -11 Xff A— A— —A- 1. Ar. ffgl%g� R, ,ZfMr��NA=IFA= SITE DETAILS 1.WIII�A=�1 =—I AW 1W Ul— R =A=T RR_ dra—1� AM FNI 2 C-5 03__ ffip r a ootls i L-R a ra`n5,, L P oSOD 1 I -AROG COCO ,— -IOA c I - SOD I }10 np...tl newgeg SOD I I -IN RS c sip nr-nro ee fiBP A o w J -LM -LM� _ yRDA L,,d,c,p,? M1f t PG -AN —— — �,0 � .r • -5NC -LAAi -CAP9\ e i .utn e-CAA9 ° et.Gawp• �, • 105 (Yl / G-AT MkH� D• RP G SR 9R rasa I.tl -ANP -LM g LM -LAAS ExiN.pla.t�t _- 2-t scz Goel•rn Whits Pin• BAN .]GS -DDn -BPW -T-LM ket.tr••I 1-DO -LM / - -OTM'""' b.nmowd 1-PLS a-I -DGN I6-NT G -IGS x' sl 'o1a1 [NIet.Plant 1 SOD --�- � Plant. - 1§k bs remawtl i A n Holly N•IIi,Stw PLANT �.ne Holly I I r LA N T LIST m.rir.. I r a SCALD:fl 10' gYMDOL I OTY DOTAN]CAL 3 COMMON PLANT NAMG 5128 SPACING DDCIDUOUS TRL'L'S 7ci-c FT 10 20 e0 80 AROG 1 m"DCIDb1r Glory"IRetl Map1e1 >"-3.5"c,l. A.=hewn Mattituck-Laurel Library OTM > Gl.diteidbtr cdnlhoe'Morain.'IMowin.Hon.ylocuetl >"->.5"COI. A.bhown Site linpfOVe1T1e11tS tretee mkuetl ng lan—p..a w.ontl ZSVO > 2•lkouo e o Nilla•Or•.n'IVillo.Or••n Jd 2.1-1 -3,5"COI, a Shawn De pr.e. d to the gredleel g 9 Pa^••• nl pfOCtiCODI.. LIT 1 Lager io indicO'Nopl'IHepi Crape Myrllel B'-1D'H. A.Snewn e I A 12900 Maln Road Keueo Degwedd J Village 2NkoyO a SR 1 byringO rr cu101O Japan•a.Tro•LllOcl tOM1'Ht. A.bhown Mattlfu�k,NY 11952 po-e. CK Come kdueo[K.—D.9—) fi'-1'HI. B Snewn a INR. 6 111.NNIi.R.St-1 W111.Stw.ne Hollyl 3'-6'Hl. fi'O.L. PS 6 Plnw btl.b-.115-1 rn White Pine) 3*6'H. 6'OC R.d MOpi. ow Hepi Crop,,MY111. Japan.••Tr.. GDP t3 BYddl.l0 dovidii P.lil.I-G&IP.tit.Indigo butt.rfly Buehl S o.L a Snown n•ylaou _ DGN 30 D--,gro ii .'(Dwarf Nikko D,,ulaio) >gal.c A. - 4 12i/IDM nuc�u.uv i BVGRORGGN SHRUBS Q v, �i.,,, BKM 11Guanymue koutxhda cue MonhottoN IMahhallOn Buenymuel S gd1.cots. a Shown IGS 31 IMk gI,bro'Shomrxk'Iehomrxk]nkberryl S gal.c A.ghown PL5 36 Prunu.lOuroc•ra.ue'5ahlp--1 ISCMp-Ch.rry L....11 a-6'Ht.ant A.Snewn PJM V P.-jopen co'MDunlon Pr•IMaunron Pin Jopo—e•A dal A.Snown Petite Indigo Dwarf Nikko Monnolle SM—k Inkb,, bchlpkO Ch.rry Dut HI B 1, D o [ q n FIG. Roamer nua off.-la St..6pi1•.'IBIu.Sproe Rw.meryl 1-9 HI A.gnown PGRGNNIALS e AT 14 Ax.pae D.nea ma-rry w•.dl Ga.cant. G o.c. LANDSCAPE Y $ LS 11 a epcotO IGoyf-tnerl t GOI Lont. 19 O.L. a 1 LM 109 Lrap•m 'Big Blud IBIS Blue Lllyturfl 1 G.I.Cont. 18 D.L. PLAN BPW Bchl-cad purpureo'While Swon'(While o nefldwerl 1 Gel.can. 18"D.c. Mbuntoin Fin Bull•rfly w..d Goyf-th.r Dig BI-Lilylurf Block B^•d .3 d Japan.a.Antlrom.de Sux Fwtn....... RFG >e Rudbxk'O fulg'da'Goldeturm[Slack Gy.d Sueahl 1 gal coot. 18"O.C. YH,GMP ANP >] Aater n Ong Purple Doms (Purple Dam•A.terl I G.I.Cont. IB"O.C. t_v RSR L� LAAS 17 Coomogrd ulf dro Ko11 Fdereler Feolhe -d Groeel 3 Gol. SNC 11 Saly'a n O'Cdratlonito' IC...donna M.Odow Sdg.l 18"O.C. HMA IB w'IHwk •Shoal t go1. 1BIS..D.C. bob 3 brochy.byxantl-'5111.r C.IPW'I511V•r Cdrp.t .earl t gwl,con. te"OL. P-pl,Dom.Aet.r Whit.Lan•flew•r F-11 1— C—de�M•drldw Hoke—gro a Sit,�C.,,Opat NTM fi NOeeNIO t eelme IM.xlcan F.Oth•f Oweel I gal.c 18"O.L. L w. g. Lam. o +++If d dixrepa-y--between the plan Ond plant(let,the plan en 11 govern. W.-to 1. tlx- =,bb tij;!b-d to ih ngdr y1-1 rl.p.b.d bl.ppi 21 K b.11.1d 1.It ...... 1-CK 6-12pw 5-e- p.-d h N..5- 1-11 -I 2-IG: I...d...dit lea on L-91 - HMA 7-9 Dlaek plum ale a 1--&v"'w-le Pc -HI bl.k e RDA -d-p-,chit.1-11 6 7-S ..T. light N.to.x 12 .-p's 501 It 0 SW 6-AT -Pjm -p 2 BDP D epw hi-mg- h.d. d= N.5 b.h.h -..-d -1_1111hii.d 1*'.' 6- -Rr. nogg rwnaffl itlit..P... -d by Sh.d.Sys ' pp- 1-LIT j;h d, r-p-d permeable p....h IA .._1 -pw .-AN h-1 I.- --h i-ILM N..11 ---d block lack° um alRr hilh h 3-Pl- *1 -11. bollaro light d p b-11-light Site linprovernerts -111 it Cl... r.d. p.h-11 7- Mottituck-Laurel Library -p.-d 1d.h 1. OG .-PIs 1'39111-im 1-d M,flit-k NY 11952 IT 5 to 40 PLANTING NOTES: g'Th.C-1-1-11 1-1. hd verify Ins 1111111-11 of.11 public one pli-t..1ilitim.,both obey.entl b.1- ..p".'t..."mg-, R. Th.Comronor-11.apply all plats motar,als iti q-liliii. t.-hipl--pl-litiq shown on the drawings. 5 Al pl- iihitill-f St-ii,l p-iiii-d by Ihb A.- ii-bll-by the..,,.N A-1-1 51.1d.ld for N-iiiiii,t 0 4 Required periods for plo .h,owM-h 1 to J.-15 nd August 15 to D-thir I unless. thii-ii. rill- P.,.i:: pluming.h ib Ppr..d. R.d-pl. Moroiw Koueo ft.gi-ed Hopi Crops Myr- Hh 1 3112- 1--S- S.All pl.--11-.1 1h.-1.1.1.1--p to T.I.-d 91.d. pl-'�-qi-9-b-1.d.9st, 6. Allp-M III*111*� A, -pl, ,hZhl., ­p­, ut, r blui-11 th,ti,nk or bark,and tti br.ii. branches a.lad and replac eon 7. All tb-11 b b d'N.i.. "'pp'"'- --=i- -11 b if .1 b..- All -ppi --1 f tti pl. I b. .pi-ly r.,,.d t planing, a. .n=r -hipl-ly r....d-th..-i-r b.11-11 b. t-h4tlh t-h- .h now -LNik. M.nh.tt.h Sh--k 3n-rry Schipke Chlirry 9. Prier`pl.-q,1h.li-li- f all Ir...brid hr.b.-11 b..1-d r-r-for approval b, D Lci-p.A-hitb.t,if r­-d by 1h.O-r. 10.Th,-d"Ip.:.rhit,.,r...r- h,right ,-1-any-di plain it-rid prior t,d,li-ii,if r.q-.t.d b,1h.. r 11.All t-1& hr.b,ti-I D.1p­1 ith .11hin 24 hour, f pl-lig. 12.All pl-lb-11 b -p.r diiitdl,L COURTYARD 15.All pil--ii-ii,if­d,,hall b.-plumb-1- th.-.".ilmd. LANDSCAPE 14 0 1 PLAN P­.Ind1g.h.rh b D. --d th-�hly t-durirg 1h.fit-1 24 ho.,p.ri.d ft.r pi.hlihg.All p1tint.-11 than m d r.q.ir.d. -­h Fir. B.h.", G.,f-th., big bl..Lily- iiii.t4h..'.�., I&Aroee li I ti%ibldl g.,in,,1h,th11k.,11y* 01 h-dd.d ha alto OR V I.-of river--k.B.- j A J I,soil thi 'lhe is id I,- lion rH G- IC It. nq h.--11--kfill-with th..1....1 1- rii-d.N.-.1-nd-t.-riiii-d-iiii. -=.-d RSR 17.Pruning of plain--.1.-,planting 1.Ilmh.tl 11 dihid and d-g- broro r I-.that th-Iiin 1h. ppihi-..bl--o B.All Ir­­pn-1, nd ti-b--11 b 9--t-d b,th.pl-In, .*nlr;.l of 1 1. . r attar ba d for i P_th th ht.b. "h '-n'*':.Id got -' ". t4p "'ng1r.. Th.---r.-It until a pia h.t. igb rf L h 9=11, r.par of ­r from d.t. It--p-ii.r.pahol-..= Whit,G...fl­r F-Vilir R,,d C-d.nn.M-b. -111 gr... Bil.r C,rpl L-2 19.7z.f.- -11Cooperative E-n.-Publication Bulletin 24 "Sugg-d Pr.t... �iir n for 'i'. Wing and DO NO,damage r.m,n natural term ar tree .P_ nlide.sioant .pp,.p,­ HSI 11,j 11 1 cover MIN.5"SMMdd.d hardwood..I.M ,_­&V,-,W­I PC Appl­j b011 di- MIN.4"(,di if p-libill t1p,111 Olight tl dM. Crown of r boll s f Will­pb RDA Landscape?r�M1'fecfure,PC - -hip ron =.h Ii 9— did top =h 9—d. :h ..I.h[N. =nwn Munkl f.,b.ff.1 �M S'h.ight di—d 0....I Lu— Ground Cover Planting V­.1—b- j I — 0 1 1td. . E d­ O Irf 42"dI I.takes 'mIffiIm 1111 111ffi 11 N.id IIIiN9I EIEI —— 11T f—m—— II IIEIII III — Cut and 111* pd afire b.,I.p&. , from , bollS&S'.. X' Planting pi,t ...I1 1...I I- Typical Evergreen Tree Planting Oh.d plat was NTS PI—Idd.1. d.tJ —All pI.I b1d,1­1 h.— 9—d.p,O­ Ihi.k d­Ol ­­`ed:d h.1d..d I.I.h. Mottituck-Laurel Library & ­ Site Improvernerts I, 12"J.pth by 6"JI..d. 0. and/boar mI M1111 4 R roof all PIC Sandpit gee PI.—d.bd.1­­­9­h..I. N.T.S. IhOk..0­ll'did.III C.,.11 diperMene , I'39r11 IIJI,1—d natural term of m•. P NY 11952 Of...I b.11 11 Spl.y .11h I...0.11 at.ppI­Op,i­I— Shrub Plantin H.II Of t1.1121 to V2i N.T.S. Wr° . 1:— Of thinIlAd Might gm O r"-I a�a with pp--d I Approx.IJ2,1 1 1 di­11 1 ­p., pp,.P,i.,. i­Of ­1 yCrown Of l b.1 Oh. not a tig d1allow h­.11..I nip d" Od hdld'—did I. W'o ­3-.Tl,il"*I P....bl. P.v.-..10b,O 1IAllPId1%=jh.,. d15 I., pp,.—O I. � - Fin. _P- h j1.91.1 P. - 6Y C_MO_I.1 .1b,I-pl.d.t I "neigh, di—d 0... for _vi.b_ I S`IP'' `I- Ilh...—..d­1 J d1OI.1b.d 0.11 Id.I.,J1.1.1, ERRINGSONS p.-I,L.. b,M,1 ­p­., .P. Of talsroxa or 42"aspen Of 7 "Cut"d F burlap—d from ­1. I P S.t EN71REft .,PVC—.1 0­f, bi di­pd-1. Planting IN,to 12"d.plh y a"11.,O..d. Inc over 10 fs•,. I.. p,,_ep. - oW h.-.bung Grad. Gratle Of­0b.11 BLS b.11 pr.p... Or­­ O.—MI.atrunurea4Deciduous Tree Planting B.ddiIg CO.—2-Thi.l,rTI NO. Thick WI 67 1 Op.,Gr....S­ CONSTRUCTION NO p1h .11h DETAILS from Sub grans. ADS P­­­t..dkedfj P.pO UNDER DRAIN-.1 1.-1 ilhii,IMMh.COP Or­I pipli,g­ I-- rH G­ _-�,'I b-Ihd "t""­ P__ SR P..­ ­1 - - p :=-_.,I d-Oh_q-d.1.--ADS P_ d P.P.'.ADS id 11 P.Pi`& HITS h.—.iri­­1.0�pl—lil."Or.. ­.­d- 1.di-di—gh igr"cl", ­r Permeable Paver Cross Section Detail 'I Pr­c1 b ­11—d! oral. C.r­ Ivoid. adapt... .11 1 fiffig,for 11 pipi,g— N.T.S, M,­dL L-3 � + 4, d,_ _ so s _ = — — - - + IN IIEf[ m n •{ gwmaDglxlrntt " 10 - j oiX OLo o gnaw ��sa , B ro 1,8--i I an Wodc,PC H D•- 4� a s [� mwL Raq[wE :i 91s..e.o IN14 Dgwm da + •� �• ®. ffi ffi ffi ffi s ° + r I I 1i I 6. N wl A ob a op tix r r I + � g sz cco M .00.eroso N _ REFERENCE SITE PLAN ELECTRICAL NOTES Mattituck-Laurel Library -533.2.2.2-6-6-6-6-2-2-233.2.2.2-6-6-6-2-2-2-2-2-6-2-6-6-6-6-6-2-233-2-2.2-1-1-1-1-1-2-233.2.2.2-1 1. eu—.1 BE nx r NET.INE u a TNT wn[xx n[nRlc mDr.xw.w.—[a«s Site Improvements L gL n eu —.L[¢tmCnL—x I—.nxTNT u,[n[anw a,H.-1TIE- -s i-2 4 4 4-2-2-4.4-2-2-2 i 44. 4-2-2-2-2-2-2-2-244-9-9-9-9-933333-$-$3 iii 3 R L , n m x xw 13900 mRood 3333333333333333333333333-g D la-W—kN 119K v3i413 -§ rourz eauwa nln"wnm ow<wovsL am.H as wnm am.,rrwr.0 gxuRos :�u 3333333333333 -9iiiiii •$" • .' _ i5:3.3• iiii 3 awn RgDnnm Rn15m xcass,DIw,gL woauaDa RRwTIw mw Dunw..-TawagsowD ��Eo ARCN 414141 Y _ 3 3��i�•g-9-3-3's•3 i i i i -® tt[rnd=x'T—Trw v o g.Rqy`rF,A 33333•93333333 33§§ 3- �a, •3 a—aM ' 3.; •E a§33 3 wMxD RdnHs mH ZKEToxa[rT Rw Rttm BMILII arcDn EDw.D[xTR=ro w,[r rRm To aDW[c ramxc I-11 Rw nu iiiii•siiiii !S PYxR .9� x 3iii 3 3 i i i-g• 3 • •9ruww xw—I,,E—.1 LxgT w,m-11.x,—.1.w.-—1 sHL as Ha-1 a rx,Ls[orro waax,a NOm[iiC,ncL RDnTe, ia' g"DR"rtn,x[Rwoa mHR n,wa a fu,[m1151pDx d iwDsunw DRegws RLx-�•R �53$33-! 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Signage& _ �r ssE LE-� Details —T P—.u[LE—PM Pa[&u Pay S PROPOSED LIGHT POLE FIXTURE ��PROPOSED BOLLARD ��PLAN @PROPOSED STREET SIGN L1.D �� L1.0 L1.D YE:3/1'-1'-V Al EL 1 .02 aw � mmuTM"s n�nart�n ry � / auue.ex,m wrz ,m ) wxrto.xrz ,w Pc Pm Pos P v I! a fituc imw attreF 1L .ro �1a w Peaoeto ., / � b � a b j q w ''•'o.�o m1 nm roxs, w ;1 brary / rz0 CdYAPR x&MI aMAR� / MQaLLUNl MIf6, ) S' _ &rzauuER Kt Pf6, I'fiiti..l�i 3' RD?Lands p ? lifecfure,PC wimu I I I I I I I I I I oonw 1 0 rzcnw y a1 7 r oo w o ( P.nm�rzmss.l�Iumc � I j I I j I I j I 1 r ��I �•� �I / a (a:)SIDE ELEVATION @ PROPOSED STREET SIGN (I)FRONT ELEVATION @ PROPOSED STREET SIGN L1.0 Y E:3/1'=1'-0' L1.0 k1LL:3/1'=1'-0' �pI1MU�rp ntt�PAowF j aed aed ) Mottituck-Lourel Library Site Improvements 13900�N m Road .-1..>3,- [n Pw�uea Ma7lfuck,NY 119K ns 13.,In' u[rinRU j s..0 m Pv.mx[xrz a p.,Iymr j D Aq�.yT boo�Ps1' / f j � P.Xg9`1F� "14 FOF NE`�'l LIGHT POLE BASE BOLLARD BASE LLl -LE:1/T-I'T L1.D SL'.1LE:1/Y-1'-0' 87 t j z �a lll� � i � �� ,, j e ) (3,53) / \ j uiie J Proposed Site S j Lighting, 0 WgjIE. Signage& _ �r ssE LE-� Details —T P—.u[LE—PR Pa[&u Pay S PROPOSED LIGHT POLE FIXTURE ��PROPOSED BOLLARD ��PLAN @PROPOSED STREET SIGN L1.D �� L1.0 L1.D YE:3/1'-1'-V Al EL 1 .02 23.81 ® �24 _ 24 30 RIM 24.18 DEPTH 10' 4'x4' BOX 24,77 (NO VISIBLE ` PIPES) BC 25.34 \\ - - +O TC 25'647 \ BC 25. TC BC 25 66 0 / 259`a 0 25.5 5/ - - - - - - - -26- - G 2g 43 26.28 26 22/ // G T 26.48 0 / / // G T T 26,40 89 / 24.56 OH O RIN 26.25 26 RIM 24.60 •( /// IN'4 22.15 /// G DEPTH 10' OH 4'x4 BOX 26.62 DEPTH 10' - - / OH ( O VISIBLE 4'x4' BOX N 26.67 ��i / 25.36 OH OH PIPES) '' 26.66 26.78 _ - - + 25) OVHA v�- 27.16 (S.R. D 25.91 26.50 I Ir` 26.04 OH SO 26.2 H + --- OECD) , G�° �i W 40 / 26. / 27.23 / 26.32 26.3g L g7.2 °�°H RNV 21.32 G7/ OH -27 / / 16„ DEPTH t2 tf G , 26.08 4 PI/'f '�•,��G�� 39g.05 W 2 4 MONU NT / � .--- -••� �. ..�- `` � RIM �G OH ..+26.2.7. , '(� F D 40 ' \ 26.47 G OH ' I 27. G CV-1 !`f / _ 26.40 E 27.32 - 26.58 •A Ott' O • . 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RIM o�n 5 26.9 a m N 25.9i NN 2 15.2 6.oe S 26.9 2" Y� r I x MAPLE H• a FE FE \` N c+ I I 2.1'W 0.2' 22" ?tee MAPLE •• 10'" all MAPLE �w \ 9 6 N TE NNm ... .GATE 2 LNOa.' a FF• E �t�s, +• MA 0 `N U <.'.:.'.'<'.z7 . 27.31 �ny25.7 n r 8.8' ^Ilk � 25.7 / a N FE ` a N0.3'W t'`•.,, .'.N ^� 26.7 N I .• , h• C�.isS �.t.r1 22" •2�.Q3 6.3` MAPLE - 3.4 26.7 / $ (t 27 / �m<" m + W I ti y ® \ a 2tZ 6.45 a / N 26.8 N n / RIM UU -11 '•Y N N ryh 1 27.19 \ �-m ra MAPLE \ j F27,47 25 3 / 5 6.2' MAPLE TC 27.01 ''2 Zg 5.0 26 5 BC 26.46 RIM ,'•'S0 I / fO + + 26.06 .(o N 26.9 26.43 TC 26.83 •iv -� •. BC 26.33 rp O I RIM 26.06 N ry © ¢ 26.3 F27.4813" I2 EL 8 / $ ".'h^ 1.6' m (MAPLE / Q\ ."<.�`I,. 24.3 26.9 tiV N / 26.01 Z • CLUSTER N W .•,; BIRCH O N 26.3 W ro N N m N + / RIM • / ./ Um RIM 26.7 BTC 26.50C 25 95 + 25.79 r- ,'X 2j04- ` ` - ' // 25.29 ,,.�/ 17 a5 25.98 •�,`{.' l' 13." 24.0 (MAPLE "+•"••'. 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THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE, AND IS NOT / J / 0� INTENDED TO BE USED FOR A TRANSFER OF TITLE OR ANY FINANCIAL 23.9 // \ \ \ / / PURPOSE. / 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND FE / - 12 7 THEREFORE, THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS, 1.2'W I FE / - °'S W / + } + / 22.9 + I EASEMENTS AND/OR RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT 23.1 / 22.7 / 23.1 ( 23.6 I SHOWN OR ADDRESSED. 3. PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVEY. 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR / I / CONSIDERED AS PART OF THIS SURVEY. I 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE a `19 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, + + + RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO + / / 231 23.3 23.6 23.5 BUILDINGS OR ANY OTHER CONSTRUCTION. 22.9 / + 23. 6. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON VISIBLE ABOVE GROUND STRUCTURES AND MARKOUT BY OTHERS. //I I LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM J I LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES AND STRUCTURES MAY BE ENCOUNTERED. 7. LOT AREA = 65,320 SQUARE FEET OR 1.4995 ACRES. 8. ELEVATIONS SHOWN HEREON REFER TO N.A.V.D. 1988. I I 9. DEED REFERENCE: LIBER 11988 PAGE 199. I PIPE ��- + Mc T ----���...... FOUND 23.3 FOUND 23.9 S 07�6'2�p w -24- - - - MONUMENT G7 23.8 ��•••�••�'� FOUND 8/14/2019 A.V.R. ADDITIONAL UNDERGROUND UTILITIES 24+.p(s 87'is•4o'• DEED) 24 p 134.42' _ �' (134.12' DEED) -24 2#O- ` 24.0 7/9/2019 A.V.R. DRAINAGE INFORMATION LOT 25 Date By Revision LOT 26 I Surveyed 6y: R.B. Drafted 6y: A.V.R. Checked 6y: C.W. LOT 27 Barrett Bonacd LEGEND Van �1/eele, PC CONCRETE CURB © STRUCTURE - SANITARY Engineers Surveyors Planners DROP CURB SEWER VENT PIPE 175A Commerce Drive Hauppauge,NY 11788 EDGE OF PAVEMENT ® WATER VALVE T 631.435.1111 F 631.435.1022 OH OVERHEAD WIRES Yx' FIRE HYDRANT www.66vpc.com GUY WIRE OD STRUCTURE - DRAINAGE Tax Map No.: DISTRICT 1000 SECTION 114 BLOCK 11 LOT 2 -x x- CHAIN LINK FENCE ® DRAINAGE INLET -o a- FENCE OTHER ® CATCH BASIN Cerofth prop" sinddepi depihereoncted onifyth t this madeot PROPERTY of the properly depicted hereon was made In 000000o HEDGE � UTILITY POLE accordance with the existing Code of Practice f« CONCRETE FLAGPOLE land Surveyors adopted by the New York Stole Association of Professional land Surveyors. This SITUATE certification is only f«the lands depicted hereon and is not certification of title,zoning or freedom �'��� EDGE OF WOODS SIGN of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon - - -25- - - CONTOURS c BOLLARD and are not transferable to additional persons, TOWN OF SOLRHOLD SLIFFOLK COl1NTY N.Y. entities or subsequent owners. i E ELECTRIC LINE �• HANDICAP PARKING G GAS MAIN 20 PARKING STALL COUNT BOUNDARY T TELEPHONE LINE � TREE I '.`" Unauthorized alteration«oddit' his rvey �} n S a violation of Section 7209 f York TOPOGRAPHIC SURVEY D DRAINAGE LINE � LIGHT POLE I I�'r�, l' � ?�_� State Education law - W- WATER MAIN ® STRUCTURE - MANHOLE I__ J Copies of this survey map not bearing the land surveyor's embossed seal and signature shall Tc 24.95/ TOP/BOTTOM OF CURB -I-23.43 SPOT ELEVATION I'( ,,.; not be considered to be a true and valid copy © 2019 BBV PC LM: TOPO Bc 24.55 `- - - - --- J Date Scale Project No. Sheet No. 10 � VIEW: TOPO APRIL 18,2019 1" = 20' A190060 wil'imp 1 7 51 ,1,. i i lip 1!1�1 BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND Site Civil Barrett, Bonacci & Van Weele, PC 175A Commerce Drive Hauppauge, NY 11788 (631) 435-1111 Landscape Architecture RDA Landscape Architecture, PC 220 Lake Ave.,Suite 2 Saint James, NY 11780 (631) 979-5600 key a H, NORTH ® ownproject Mattituck Laurel Library Site Improvements Is' rq it I ', Vie"' , ,- yY 13900 Main Road Mattituck, NY 11952 seal Pr . Op issued issued date description 1 12.05.19 ISSUED FOR PERMIT QJ Del e(71 le M 0) 1 e DRAWING LIST RECEIVED CVR-1 COVER SHEET (— DEC 0 6 2019 title C-1 DIMENSIONAL PLAN L Southold Town C-2 CONSTRUCTION PLAN Planning Board C-3 EROSION AND SEDIMENT CONTROL PLAN COVER SHEET C-4 SITE DETAILS C-5 SITE DETAILS L-1 LANDSCAPE PLAN L-2 COURTYARD LANDSCAPE PLAN L-3 CONSTRUCTION DETAILS drawn by: CS EL-1 PROPOSED SITE LIGHTING PLAN, SIGNAGE & DETAILS checked by: CS J scale: AS NOTED Vl U project number: 10035 Q scaled inch sheet number 0 U a� a a a) 0o CVR - 1 BHC ' hifiOrrITUCK LkUREL LIBFUkRYBEATTY HARVEY COCO ARC H I T E C T S , L L P NEW YORK I MARYLAND Site Civil CIVIL DFLAVV1141c7S Barrett, Bonacci & Van Weele, PC 175A Commerce Drive Hauppauge, NY 11788 (631) 435-1111 Landscape Architecture RDA Landscape Architecture, PC MAIN ROAD 220 in Lake Ave., Suite 2 13900 Saint James, NY 1 10 (631) 979 560600 YORK E N W MATTITUCK, TOWNFF LK COUNTY TH LD SU O SOU O OF 11 LOT 2 114 BLOCK 1000 DISTRICT NOTES: 1. ALL WORK SHALL MEET 7HE REgU/REMEN75 OF THE TOWN OF SOUTHOLO, SUFFOLK COUNTY DEPARTMENT OF HEAL TH SERVICES, AND ANY OTHER GOVERNMENT AGENCIES AS APPLICABLE. 2. PLEASE CONTACT THE DI WS/ON OF ENGINEERING (631) 765-1560 TO SCHEDULE A PRE—CONS7RUC710N MEE77NG 48 HOURS PR/OR TO THE COMMENCEMENT OF ANY AND ALL C01VS7RUC770N AC77W77ES. t aR J. ALL TRAFFIC CON7ROL DEVICES, I.E. SIGNS AND PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE W17H THE GUIDELINES OF 1HE `` FV,.� FEDERAL MANUAL OF UN/FORM 7RAFF/C CONTROL DEVICES AND AS key DIRECTED BY THE 70M OF SOUTHOLD, DIVISION OF 7RAFF/C SAFETY. 4. LOCA77ON AND GRADES FOR CURBS AND WALKS TO BE VER/fZED WITH THE TOWN OF SOU7HOLD HIGHWAY DEPARIA,/ENT, SCOPW OR NYSDOT PR/OR TO CONS7RUCAON. I" 5ALL PA VEMENT MARKINGS REQUIRED SHALL BE 1NERMOPLASI7C (SUfFOLK ' COUNTY SPECIFICA PONS) UNLESS OTHERWISE NOTED ON PLAN. 6. THERE SHALL BE NO CLEARING OR OTHER C6WS7RUC770N AC77147Y UNTIL NORTH SUCH 77ME THAT A BUILDING PERMIT HAS BEEN ISSUED. project f Mattituck - Laurel Library s Site Improvements ,sr . 13900 Main Road lY Mattituck NY 11952 Seal At � b , gg a y5� issued date description � Row PROPERTY SUBJECT R� � ,� � 1 12.05.2019 ISSUED FOR PERMIT : rye t S. N SUpFOLK AVENUE R ,� � Y KEY MAP SCALE. 1" = 600' AERIAL MAP SCALE- 1" = 200' AERIAL IMAGE TAKEN FROM NYS OR7N0 IMAGERY APPLICANT: title MATTITUCK LAUREL LIBRARY RECEIVED 13900 MAIN ROAD DEC 06 2019 CIVIL VIL MATTITUCK, NY 11952 P: (631) 298-4134 Southold Town COVER SHEET Planning Board OWNER: MATTITUCK LAUREL LIBRARY drawn by: MJW PO BOX 1437 checked by: MM/AAS MATTITUCK, NY 11952 scale: 1"=20' P: (631) 298-4134 project number: BBV-A 190060 U N scaled inch Q s eet number O u O U T O —0 N m 1 •R 'I- BEATTY HARVEY COCO ARC H I T E C T S , LLP NEW YORK I MARYLAND Site Civil Barrett, Bonacci & Van Weele, PC 175A Commerce Drive Hauppauge, NY 11788 \ REEVE AVENUE (631) 435-1 111 I Landscape Architecture RDA Landscape Architecture, PC 220 Lake Ave.,Suite 2 Saint James, NY 11780 (631) 979-5600 0 O APPROX/MAT£ LOCA770N O o M 1 OF TOWN OF SOOT YCLD tJ0\Zt�ZONING LINE TAX LOT 7 ROIR-40 Z V in \� / c wZ \ J z� o � S 05'54'00" E ... p10w w \ rt° r 00 I I I � Z a ,F's e• 9.0 O 11 IJ1 N 1 silr�n odd 0 w No;:; ;: • ' •Z•d a ° �� N 1 d; ° key I I I �• "0 h R5.0 \ R5.0 20.0' a313w 3 a Oiaio3 2e.o 67.1 NEW OUTDOOR GREEN SPACE N \ I I BUFFER N lJ 87.5' t- 0 1 PROPOSED S/GN q R3.0 R2.5 SEE ARCHITECTS " I STORY o r PLAN 1 UILDING `� BOLLARDS ® 8.0' O.C. I I I NORTH M g78 gp.FT• N -777 7-77- rn 9.0, o \ 1� 8' °� I I I JO project a 1,0' z z 1 MN d 240' 60 \ 24.0' 19.0' I M/N. OPEN SPACE I Mattituck - Laurel Library 0 1 1.0 .y•gb n 1 6'9� 'o.e 0 � � a��— - - Site Improvements N , 8.0 p 12 0 016 ro gS t,.2' • I I I W R3.0 50.4 1 s o 13900 Main Road `•• PROPOSED DUMPSTER p Mattituck, NY 11952 o` EXIS77NG CONCRETE o o ENCLOSURE I O n SIDEWALK TO REMAIN N N \ (12x15.5) —.•� N N seal o co I I ip a R3.0 JO 00 50.0' I SETBACK o N g 9.0' o O o \ LU 10 Qr M021 Mel Ct ca O _ O O �O —— Jai. 1' \'"„?�.i"a•47 .��i C� X X X X X X X X X X X X — `u O w 3 xZ W°w N 05'46'00" W 3 i2 ° I � issued date description Z 1 z o " < BUILDING 473.26 I p 0 0 1� TAX LOT 24.3 ( 1 12.05.2019 ISSUED FOR PERMIT I LEGEND EXIS77NG PROPOSED d SITE DATA GENERAL NOTES SIGN LEGEND PROPERTY UNE OWNER ..................................................... MA7777UCK-LAUREL LIBRARY 1. 7H/S PLAN REFERENCES A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED EDGE OF PAVEMENT P.O. BOX 1437 BY BARRETT, BONACC/ AND VAN WFELE, P.C. DA7ED APR/L 18, 2019. MAT711UCK, NY 11952 CONCRETE CURB 2. LIBRARY SEA77NG AREAS BASED ON ARCH/7FCRIRAL PLANS PREPARED BY PANNG R7-8 = APPLICANT.............................................. M47777UCK-LAUREL LIBRARY BEAT7Y, HARVEY& ASSOCIATES, LLP LAST REVISED FEBRUARY 16, 2007 ® (12 x18"� DROP CURB j 13900 MAIN ROAD (S.R. 25) U MAT777UCK, NY 11952 R7-8 CONCRETE' SIDEWALK SITE ADDRESS PARKING CALCULATION YRY (12"x9") ......................................... 13900 MAIN ROAD (SR. 25) BUILDING MA T777UCK, NY 11952 SEC770N 280-78 PARKING R£QU/RED FOR LIBRARY.• "SEE'AUD17DR/UM" CHAIN LINK FENCE —X x— SITE AREA ............................................... 65,320 S.F. OR 1.4995 ACRES 1 PARKING SPACE PER 50 SF OF SEA 71NG AREA, BUT NOT LESS THAN 1 PER 4 NO PARIWG STOCKADE FENCE —o °— SCHOOL D/STR/CT.................................... MA 7777UCK-CUTCHOGUE UFSD SEA TS WHERE PROVIDED. ® Y FENCE —0-0— POLICE DEPARTMENT................................ SOU77YOLD TOWN POLICE LIBRARY SEA77NG AREA: GU/DE RAIL GUY WIRE FIRE D/STR/CT......................................... MA7777UCK nR£ D/STR/CT FIRST FLOOR.• 4,831 SF R7-1 ' title BASEMENT 2,101 SE' (12 x18") 7REE LINE WATER DIS7R/CT....................................... SUfFOLK COUNTY WATER AUTYCR/TY 710TAL 6,932 SF R �, /E D OVERHEAD WIRES OH CURRENT ZONING .................................... RO RESYDEN77AL OFf7CEIP-40 RESIDENTIAL 6,932 SF/1 PER 50 SF- 139 SPACES USE.......................................................... LIBRARY REQUIRED PARKING SPACES• 139 SPACES HEDGE DEC 0 6 2019 DIMENSIONAL TREE Q' Southold Town PROPOSED LANDSCAPED AREA................ 30,975 SQ. Fr. OR 47.4�' PROVIDED PARKING SY�ACES:• PLAN Planning Board RO (RESIDENTIAL OfF/C£) REQUIRED EXIS STANDARD PARKING SPACES. 53 SPACES UTL/ Y POLE `� LOT AREA................................................. 40,000 SF 65,320 SF HANDICAP PARKING SPACES. 5 SPACES BOLLARD • 722TAL PARKING SPACES. 58 SPACES* SIGNa LOT WID7N................................................ 150' 134.1'* �C LOT DEPT v.............................................. 175' 473 *EX/S11NG NON-CONFORMANCE SITE'LIGHTING 26' drawn by: MJW FRONT YARD SE78ACK ........................... 50 43.3'* RRE HYDRANT 'Cr checked by: MM/AAS HAND/CAP PARKING REAR YARD SETBACK ............................ 50' 266.0' HAND/CAP PARKING scale: 1"=20' SIDE YARD SETBACK%TOTAL .................. 15%35' B8'*/49.1' PARKING STALL COUNT O project number: BBV-A190060 a� HEIGHT OF BUILDING (MAX.) ................... 35%(21 STORIES) XX' MONUMENTscaled inch Q sheet number o LOT COVERAGE (BUILDING AREA)........... 20x 13.7X GRAPHIC SCALE o (8,977 SF/65,320 SF) U 20 0 10 20 40 so *EX/SANG NON-CONFORMANCE, VARIANCE REQUIRED a ( IN FEET ) 1 inch = 20' ft. C . m O ESTIMATE OF QUANTITIES LEGEND EXIS77NG PROPOSED LEGEND EXIS77NG PROPOSED PROPOSED,• PROPERTY LINE CLEANOUT i CONG77EIE CURB ........... 1200 LF .,,. CONCRE7E WALKS 1,800 ST' BUILDING n .................................... FlR£ HYDRANT J� PAVING (ON-SI7E) ................................... 242W SY' EDGE OF PAVEMENT DRYWELLS 7 EA. CURB AREA DRAIN NNYL FENGE/Q'/A/N UNK FENCE............. 55 LF DROP CURB DRYWELL/MH COVER O B E A T T Y H A R V E Y C CONS7RUC770N FENCE.............................. 750 LF O C O SYLTFE7VCE............................................... 525LF SAW CUT ARCHITECTS , LLP DRAINAGE lAw75 (TYPE 2 CB) ............... 4 EA. PROPOSED ROADWAY PAVEMENT / NEW Y O R K ( M A R L LA N D 0 ORYWFLL CURB INLET Q(n DRAINAGE PIPE(1511) ............................. 290 LF R/OGE LINE . • • • • • • CONTOUR 40- 40 LIGHT POLES............................................ X EA. :::::::. ::::::::. i Site Civil CONCRETE SIDEWALK � TC 140.00 TOP/bOTTG1M OF CURB TC 140.00 SCREEN PLANMY0 BC 139.50 BC 139.50 Barrett, Bonacci & Van Weele, PC SEEDED AREA .................................. 15000 SF 6' NIGH VINYL FENCE -o o- SPOT ELEVA7701V +40.00 +a00 175A Commerce Drive REMOVALS' Hauppauge, NY 1 1788 CHAIN UNK FENCE -x x- -x x- BUILDING ENTRANCE (631) 435-1111 \ 1 REEVE VENUE CWCRM CURS ....................................... 1,100 LF FLOW \ _ DRAINAGE PIPE D -' Landscape Architecture \ o -' COWCR£7E WALKS..................................... 11800 SF > 220 Lake Ave.,Suite 2 GUTTER FLOW RDA Landscape Architecture, P \ LIGHT POLES............................................. 8 EA. WA1Z7+' MAIN W Saint James, NY 11780 \\ DRAINAGE STRUCTURES............................ 3 EA. 23 t6 SOIL BORING (631) 979-5600 WATER SERNCE WS o 23.76 SAN/TARY SEWER MAIN S HAND/CAP RAMP - TYPE A HAND/CAP RAMP - TYPE B 24.77 \ \ SANITARY HOUSE CONNEC7TON \ �R HAND/CAP RAMP - TYPE C EM 1N3W3�`1d S,ONon-o 22 - - - - \ \ TREE LINE - \. - I - Iv - \ SANITARY MANHOLE O 25.69 \ \ t N Go w � \ \ ° ,� EXIS77NG PLAYHOUSE 5 a+� h c.�N a \ \ v +M Ti7 REMAIN � -A- 0 M 25.8 ^Q " w '?SHALL ROOF LEADERS > N\ N cn APPROX/MA TE LOCA 77ON 'V J ,24\ +N 2 \ \ +N " 26.05 R OF£X/STING +ui W d`' a SHOWN ARE EXISTING \ - _ - _ - ,0cli c^y W w +L�IVDERGROUND U77UT7ES `°0 n d Na M \\ _ +i- - _` � TAX L01`9- _ - -- -EXISnNG CONCRETE \ �O � I- w� 61t �+a \ boa d " d w �i a CURB TO BE REMOVED \ EXIS77MG DRAINAGE O z 2 N a a w , J N1'/S77NG DRAINAGE \ �'a ( ) I STRUCTURES AND PIPES J N J w n w 7YP. ) Q a 26- N n a J STRUCURRE TO REMAIN \ 16 ° - 2 +" \ z^i . : p \ �o+�tv�_aN-�z _ `'a o _ _< ) \ '� 505.10' 70 BE REMOVED. (TIP.) / N d d S 0�400 N -- - - - _ - _ - - N 1 a d \ �o na J m \ a - c- c ` rM - - - - -7C35.D0 - - - - 1 ro a C +N PROPOSED CONSTRUC77ON 1 WS N Q y o n a ro \ \ ?R zoo � � BC 24.50 00 _ \\ + +M 7C 23. � FENCE >P N 1 W WS WS-----_-WS N WS----_-� " WS .__R 1 N 8 ui m I ^ v II BC 2 N1 cp WS -- S N NI �-_WS W o 1 --G--- G G 2s.t' ; R :: :. rn y� ^Y l F ~m - - J ry - ry O W 1 G -} 10 G---- --G- C iD LZ r�v ;. •;•; ;• ': o L .PJS �► TC 23.20 ^ N 1 11 N C/y G h� z �N� 06L W� N N� - QUO / .}M d`°\ RIM 22.75 BC 22TC2.00_ I I+ W SJ.INn o ,� t- / EXISTING LIGHT POLE / � N - SEE NYSDOT PLANS FOR N m s•N i \_ _ _ TC 24.80 r�N m TC 4.42 BC 22.50 BC 22.2D N ° key 1 1' ROW/MPROVE'MENTS NR '• '' Z .a 1 M M BC 24.30 °' \ _ ec 3.57 �'� __ AND FIXTURE TO BE Ho , w \ i I �Fc 25.e1 "�^ REMOVED. (TYl?) INN " =1 ,� F-V �� I I BC 25.05 NN 7C 24.80 TC 64 0 26.3 3.00 3n3 - - M clal NJm/ I �� BC2430 /�m m e 3.79 , foal I n M M 1 ip 1• U I m \ TCB 24.11 Ova- \ N ( • (O 5 M 1 m 26.0' 06 N 67. Q- \ / BOB 23.21 I _ / i +ri I +N llp `�`T• C° N W N 1 r + I 25 ( " / I \ I - 1- 1 BC 24.94 £X/STING CONCRETE Z I >a RIM 23.20 \ �o I O 1 1 I o I SIDEWALK AND { ° ( _' III 4 I h 1 p 0 1 1 N EXISTING ) °' r N I CONCRETEr CURB 70 7C 24.60 +4 } m I e 2 20 ' \ J 1 1 1 STORY / BE REMOVED. (TYP.) BC 24.10 \ I o z s y \ /) No NORTH� VI�DING EXISTING DRAINAGE � I 1 B gQ.FT• STRUCTURES TO REMAIN N / I 7C 26.40 + TC 25.50 7C 24.so\ ?a I \\ / / c 22?o ry N+ t•o' 8,978 (Typ) BC 25.90 C 5.00 \C 24.10 - r /II \ Tc 23.70`- l�, BC 22.65 protect 1 i i- I 7C 25.90 TC 24.90 2*00 N z of w 26. #?5.90 BC 25.40 25. BC 24.40 - _ - ! I B 50 1 I - N �� O BC 24.25I BC2320 °^ Mattituck - Laurel Library ,•O, •y•61� o :2 m •0 6.91 M R , B •.4O _25.c c 4. BC 2500 +g �, +N „ R/A�!2280 a �+-- - - Site Improvements BJ 4� g'4 25.36 2 7 .5o I I w°z N C \ +N I` N 1 1 3' J RELOCA TED FLAG POLE 26• ;-:�-27->N N - - N \ +N TC 24.60 " 7C 24.60 �?3\ll J� S 43 O �: •: ': _ TC26. m BC 4.10 1 C1 h r N _ C 24.10 \ �o Z I N �\ - m 2s.s7 zs.sa 26.47 BC 2 \ s 5 _ - - - n 7C 5 0 7C 25.40 + a rn i \ y. pv •, • , . , . 2 N C 5 BC 24.90 I I 7C 22.90 /�- O N N I 1 N S 11.2� : TO 26.78 QS 1 TC 26.41 �-- - 1 c \ C 22.40 B{i 22.10 ec 2s.os 6 2 �-25.4 -I-253 " 26 q ,? :;. •;r:• ' BC 26.18 '-` g 25.52 I ` / � \ ° 1 26.76 \ r 26:•, . 3 BC 26.30 5 a N y 5 8TC 26.50 BC z5.17 ~ \ ,Jp \ ' 1 ` `? : 22 " BC26.00 \ S L O lNG 2 /3 1 ^ 13 g 13900 Main Road EX/S171VG FLAG POLE TO \ .� I Q1 l / ^ / `m BE RELOCATED \ I N / 23.s I: r Mattituck, NY 1 1952 # :N; : ::;:: 2°qg + " �\ N I� RIM 22.70 �� N LO seal o v i m � I CO 1 O - _ g 43 •26.23:;:;: .' TCB 25.96� -�� 7C 26.00 0 ^ \ N _ _ - p _ 26.30 BCB 25• BC 25.50 i 7C 27 @ ao N S`\\+y° N ry t' •- 7C 2 6 (� N 46 ry �� \ rc 2s. z I 1 \ BC 22.65 F- zs- - m M -�,_ SOIL BORING 1 oc BC 24.82 1 J'+ 1 o l \ 7C 27.20 26. _ - TO p5.75 a �/ 26•g6 BC 2 . +� 7C 25.55 - ~o - � � \ +N ^ N O - 1 N BC 26.70 26.93 - - _ - - l TC��.30 5 Zb / 1C 26,45 _ U U N 7C 25.50 i J " J ~'~TC 6.62 \ / BO ~m BC 25.00 f \ ` BC 12 \ BC 25.80 / BC 25.05 1 15 " TO 27.02 TC 27•58 \ / 59 / 7C 26.75 ALL EXlS71NG SANITARY °° I / Na \ w ec 26. QS� aN / J 7C 22.6 C? . ec 2s.72 w3ndd snoNlwn118 s a Bc22' °� ^III 1 vi a► ° ^a� TC 23.2065 \ I 1 TC t 4 BC 26.25 S7RUC7URES AND PIPES .� / f \ 1 5�� 26 ��0 / �' Io TO REMAIN. p N O� N N " 12-T TC � J rnC � UN I \S 1 cow ,ON _ NN V)J F-m tp vl NNI /1JJ ° 5-�'�\ - - _ pNa "� I ��'G� J/ I NN7C 2680 r vU UU �7L�2� t _ - - - _oo No N \ 50a \ - - - w - - TC 26.00 �mllBO 26'p3C ^ N�'e m i.a U mBC 26.30 / m '-a ti m BC 25.50 BC 25.5 d / "BC 26IV �55 /Or�� T o0 z +a \ O p 4 TC 26.8 _ _ _ _ N19 Q }�c��zyq W W +(6 w f ` ` _`'' _ w �--T 26.69 BC 26.54 _ - _ B = - 3 elo 3 i�(I " ,p a -� p Z Qw---� a rn j�W a N n d / .-¢ U-) \ \ Mi \ O =_ - _ = p - - O - Moa 33aP BC 26.05 w v N a vr) a u� u r d 0---�Ta- �� a ` i T N 'a u1 ) x a O a a g v \ N \ \ 1 N `. . M rd +N ' X X X + X X X -co X X X X X 3 26.2 26.0- - _ 26.0 26.1 26.2 26 2 8 N ui ` \ ` c3v N \ N \\ j j LL O X O N Li O r Z� N N N 05'46'00" W w N s� Q ° N 473.26' ^I \\ j �'` issued date description 1 Z BUILDING Mi o TAX LOT 24.3 I +N M 1 12.05.2019 ISSUED FOR PERMIT 1 ' 1 CONSTRUCTION NOTES DRAINAGE CALCULATIONS SOIL BORING (S.B.#1) SOIL BORING (S.B.#2) = 1. ALL MATERIALS AND METNODS OF CONSTRUC770V SHALL CONFORM 70 THE STANDARDS 13. 7HE CAN7RAC701R /S RESPONSIBLE FOR THE REMOVAL OF ABANDONED U77UTY SERVICE PER TOWN OF SOU7HOLD REQU/REMEN75 (SECTION 236-14), ON-SITE'STORAGE PROVIDED - N.T.S: � � 2So N. ° AND SPEC/F7CA770NS OF THE TOWN OF SOUTNOLD AND OTHER GOVERNMENTAL AGENGYa CONNEC77ONS AND 7HE COORD/NA7701V OF THE/NS7ALLA77ON OF NEW SERVICE FOR A 2'RAINFALL. Q 2ao ao ao' / AS APPLICABLE. CONNEC770NS AND SHALL COORDINATE AND INSTALL ALL WORK W,7H THE APPROPRIATE 10'M DRYKUS PRONDE 68.42 CF/VF OF STORAGE. A�IALT(3') w7H RCA RN£BROW AND DARK / UTILITY CAVPANY. BASE N FNE BROW BROW 7APSOE W7H 2. ANY DAMAGE TO 7HE PUBUC RIGHT OF WAY OR NEIGHBORING PROPER77ES AS A RES7UL T SE rY SAND TRACE aerMN/cS 7RNE PINE I OF CONSTTUC71ON AC771477ES SHALL BE IMMEDIATELY REPAIRED AT THE CaV IRA C7OPS 14. EX/STTNG UTILITIES SHOWN ARE AN APPROX/MA77ON FROM FIELD MARKOUT, ORA/NAE AREA "A" (14.997 Sx'I fAVE 7o SiVRa laRAYfZ CrrAVEZ MAXE SILTY PHYSICAL STORAGE REWIRED.* 1RAAE ARc�nacs SAND, AQE f1AE QRA EXPENSE TO THE SA77SFAC7FOW � 7HE OWNER. FEATURES AND AVAILABLE RECORDS 7HE CONTRACTOR IS DIRECTED 70 VERIFY 7HE BUILDINGS: 4,473 SF X 1.0 X (2"/12") - 746 CF (W) (-W) o LOCA 77ON OF ALL U77LI77ES PR/OR TO BEGINNING HVRK, AND 70 TAKE MEASURES AS PA VE76fENT 4,211 57�X 1.0 X (2"/12") a 702 CF Q ��o PpyE 70,vmyuw BROW 20. �• ��0 20' I 3. DURING CONSTRUCTION, THE CONTRACTOR /S RESPONSIBLE TO PRO SYIE SL�CUR/TY BY NECESSARY TO PROTECT ALL UIlU71ES INTENDED li7 REMAIN /N PLACE. RELOCATION iNLL MEANS OF TEMPORARY FENCING, LOCKS, E7O 70 AVOID TRESPASSING DURING HOURS BE COORDINATED BY THE CON7RACTOR WITH THE APPROPRIATE" UTILITY OWNET? SIDEWALKS 756 SF X a 1 X (2" 1112 - 126 CF AND Rt�sT RA rO MAC dRNE TAM LANOSCAP/NG/NA IURAL AREA: 5,556 SF X 0.15 X (2"/12")= f39 CF � MAX��y�p rnAc�P,NE aeA►�t. WHEN WORK lS NOT TAKING PLACE. 15. A MINIMUM OF 10 FOOT SEPARATION IS REQUIRED BE79EEN WATER SERNC£ 707AL - 1,713 CF aEAN MS%W SAM (�� 4. THROUGHOUT THE DURATION OF CoNSTRUC77AN THE CONTRACTOR /S RESPONSIBLE FOR LINE/LATERALS/MAINS AND 7HE EDGE OF ALL STORMWATER DRAINAGE LEACHING 7RA`E`SSE WA WE E' 210 �o ORYWEZL STORAGE REWIRED - 1,713 CF (sxi/5P) gyp• f7NE BIPOMIV SLIY PROVIDING ALL NECESSARY 7EMPORARY 7RAFT7C CONTROL DEVICES IF.. SIGNS STRUCTURES EL 21.0RUST AND BARRICADES, STEEL PLATE COVERS, £70 70 ENSEIRE SAFETY FOR VEHICLES AND P1, ACE PEDESTRIANS 7RAWVNG /N AND AROUND 7HE SITE. 16. A MINIMUM OF 5 FOOT SEPARA110N /S REQUIRED BETWEEN WRIER SERNCE EXISTING DRAINAGE 70 B Elk �R� MACE EL f9.o BD' EX/S71NG DRA/NAGE J0 BE VERIFIED N��AM LINE/LATERALS/MAINS AND THE EDGE OF ALL S70RMWATER DRAINAGE NON-LEACHING (sp/SV RUNE 7r� /taw Rrr 5. moxcT DEZ/OUTTON /NCLUD/NG REMOVAL OF EX/S77NG FAC/U77ES DRAINAGE SYSTEMS STRUCTURES AND ASSOCIATED PIP/Na » » Et• 190 Bo' BRONN AND L/QHT RETAINING WALLS AND OTHER STRUCTURES; /S TO BE PERFORMED /N CONFORMANCE WI7H DRAINAGE AREA B (35.500 SF) ,� � T BROW GLEAN SWA STORAGE REWIRED. �,p�yy AND RUST SAVE f1NE R7 S�l/ALL THE REGULATIONS OF THE TOWN OF SOU7HOLD AND ALL 07HER APPRCPR/AAF AGENC/E55: 17. 7HE CON7RAC7VR IS RESPONSIBLE 70 SECURE ALL NECESSARY PERMITS PR/OR 70 BUILDINGS: 4,505 Sr X 1.0 X (2"/12") - 751 CF BRo►�ry SAW 7RAIX &RAM THE CONTRACTOR /S RESPONSIBLE FOR OBTAINING ALL PERM175 FOR DEMOL1770 V AND COMMENCING Wt7RK. » » FINE 7o COARSE a?AM (SP/� PAVEMENT: 20,931 SI-X 1.0 X (2/12) 3,489 CF EL 150 fao' • ..: .- -._:_,,.._ DISPOSAL OF EXISTING S7RUC7URES AND MATERIALS. » " - 153 CF EL 170 091/3V ego' title 18. ALL LONGIIUD/NAL GRADES ALONG 7HE ACCESSIBLE ROUTE SHALL NOT EXCEED 5�'(1:20). SIDEWALKS 917 SF X 1.0 X (2%12) PiNE 70�vE7an�ua•�r 6. AT NO 77ME 57'IALL DEBRIS BE BURIED ON 7NE 57T£. ALL UNSUIMBLE NA7ER/AL AND CROSS SLOPES ALONG 1NE ACCESSIBLE ROUTE Sy/ALL NOT E�'CEED 2X(1:50). 57JRFACE LANOSCAPING/NA7URAL AREA: 9,147 SF X 0.15 X (2"/12") - 229 Cy- rm ro,U��yT �W�D `OWE DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND SLOPES WITHIN THE ACCESSIBLE PARKING STALLS AND ACCESSORY STALL SHALL NOT 707AL - 4,622 CF BRo►x+l s�w0 TRACE Rm'E m a4R ORA►1 FEDERAL LAWS, CODES AND ORDINANCES EXCEED 2X IN ANY DIRE077CVV PW 7O G1q�RS£pRAyA EL 80 IRAAE c1G(SV ARAYEL 170' OR22ELL STORAGE REWIRED - 4,622 CF EL 1.zo 1zo. Fm 7n ca4RsE PALE CONSTRUCTION 7. ALL EX/SANG PAVEMENT Tit BE RE71lOVED SHALL BE SAWCY/T 10 FULL DEPTH OR AS 19. PR/Gf7 TO CONSTRUCTION, 7N£FOLLOWfNG SHALL BE PERFORMED BY A UCE/VSED NEW 4,622 CF/6542 CF/VF 67.5 VF rw 7o movum Syr eRow AmD LnHr /ND/CA T£D ON THESE PLANS PR/OR 70 PLACEMENT OF ASPHAL T PA VEMENT, ALL DINTS yORK STA TE'PROFESS/ONAL LAND SURVEYOR.• &?OW S4ND, SAVE BROW SAA TRACE RECEIVED SHALL BE SWEPT CLEAN AND TACK COATED. ALL PAVEMENT 70 BE REMOVED SHALL BE . A BENCHMARK &HALL BE SET NEAR THE SUBxCT PROPERTY PROPOSED S70RAGE: FNE 70.WALL Q?AM FINE m caWSE 6R4M P LA N PROPERLY D/SPO.SEED OF OFF S/7E. NO SCAR/F/ED PAVEMENT OR 07HER DEBRIS SHALL BE . STAKE OUT OF EXlS77NG PROPERTY CORNERS/UNES AND PROPOSED LIMITS OF CLEARING (7) 1010 DRYWELL AT f0'DEEP - 4,789 CF EL ao ` no' EL 30 (5V 220' USED AS OR INCLUDED /N BACICR7LL. f7N£ 7O M&xN Lwr f1NE 77 A1mD RUST � - 019 8. WHERE FILL MA TER/AL /S REWIRED, lT SHALL CONSIST OF CRUSHED S70NE OR BANK RUNT WA ME EL eR0►Nv sANO TRACE -WE fafoAu BRo ,o A DEC �" 2 SAND AND GRAVEL FREE FROM ORGANIC OR OWNER UNSUITABLE MA lER/ALS 2.1 f7NE pPAVEZ fAVE QRA VEZ 9. PR/OR 127 PLACEMENT OF 57/BBASE MAlE7T/AL, ALL AREAS SHALL BE PROOF ROLLED DRAINAGE STRUCTURE SCHEDULE - �E�� EL ao � 2So' Ez ao (� 2ao' Southold Town Planning Board PR/OR 7i7 PLACEMENT OF FILL. ALL ORGANIC OR SOFT WELDING MA TER/AL SHALL BE S7RUC7URE NUMBER STRUCTURE TYPE BC/1?/M ELEVATION TOP OF RING BOTTOM OF STRUCTURE EFFEC77VE DEPTH INVERT SOIL BORINGS PERFORMED BY drawn by: MJW REMOVED 70 A MIN/MUM DEPTH OF 12 INCHES AND REPLACED W17H SUITABLE FILL SLACKE 7EST BORING, INC. DATE 7 16 2019 MATER/AL. CaVPAC770N SHALL BE 95X MODIFIED PROC70R DENSITY. DW-81 10'DIA DRYWEZL W/CURB INLET 23.20 20.37 10.37 1°.0' (N)1a6,(S)18.5 / / " OW-B2 1°'D/A ORYWELL W/CURB lNL£T 22.70 19B7 9a7 10.0' (S)1B° RECORDED LOW TIDE: 5.•40AM checked by: MM/OAS is PLACE 7RENCH BEDDING AND BACKF/LL MATERIALS IN LAYERS NOT EXCEED/NG 12 /N HIGH TIDE.• 11.28AM 7HICKNESS WHEN USING HEAVY COMPAC7701V E0U/PMENT OR 6" WHET/ USING HAND DW-B3 1o'D/A DRYWEZL W/CURB INLET 22.80 19.97 9.97 Iao' (N)18.3,(S)1a2 scale: 1"=20' OPERATED EQUIPMENT. COMPAC7701V SHALL BE 95X MODIFIED PROC'MR DENSITY. Dw-84 10'D/A DRYWf'LL W/CURB INLET 22.65 1982 982 10.o' 18.1 GROUNDWATER ENCOUN7FRE0 AT A DEP1N OF 22.9' N project number: BBV-A190060 U DW-85 10'D/A DRYKnL W/CURB INLET 22.10 1927 927 10.0' 175 SOIL BORING GENERAL NOTES: 11. PIPING MATERIALS SHALL BE; AT A MIN/MUM, AS SPECIFIED BELOW, UNLESS OTHERWISE DW-B6 10'D/A DRYWEZL W/CURB INLET 22.75 19.92 7.92 12.0' 1a2 1. WATER L£V£L SHOWN /S THAT MEASURED scaled inch U N07ED ON THE PLAN. Q Offt87 10'D/A ORYW£Ll. W/CURB INLET 12.20 19.37 737 12.0• 176 OV1/ THE DATE INDICATED AND MAY NOT �--..-, o STORM WATER PIPE - 15"/ CORRUGATED POLYETHYLENE PIPE BE REFLECTIVE OF DAILY SEASONAL sheet number o (2 FEET MIN. COVER AT 1X PITCH MIN.) VARIA 11CN1IS IN 7HE GROUND WA 1Z�R LEVEL. U 2. THE BORING RESULTS REPRESENT 12. ALL PROPOSED ROOF DOWNSPOUTS SHALL BE CONNECTED 70 THE PROPOSED SITE SUB-SURFACE COND/170NS AT THE z BORING LOCA 7701V CNL Y AND ARE NOT U DRA/NAGE SYSTEM. NECESSARILY REPRESENTA 11Vf' OF CON0/77ONS AT 07HER LOCAT DNS. a� m O OVERFLOW STORM SEWER GRATE GAP 50'M/N. Lr L CGMPL£7EL Y COVERED BY sr[T � H/-FLOW FABRIC CURB AND - TYPICAL 2h'4'Pos75 GYIT7F'R E:t7'S7/NG , (AR/VEN 12'AI/N/MC/{/) INLET PERIMETER 7 EX MAD AROUND £N77RE GROUND 3 � � PAWMENT 10, '':,✓ C np RLM? MOUNTABLE BERM , MA IERIAL 2'STONE OR CLOTH (CP70VAL) PROFLE :".:.• Sip/�• RECYCLEDD CaVCY?ET£ B E A T T Y H A R V E Y C O C O ARC HITECTS , L L P TRAPS • ' ' YORK I MARYLAND .,, ,+ ' CURB i c\ f1[TER FABRIC FTL TER BURIED 6=12' ORIGINAL GROUND SURFACE LOW PROfXE WITH GLITTER FOR NOTES` b m SAFETY AND CURB APPEAL DRA/NAX INLET / L MAID?/AL STtX,rP/LES SHALL BE PLACES/N LOCATIONS SHOWN ON PLANS OR AS h Site Civil DANDY CURB BAG— (SAFETY ORANGE) DIRECTED BY ENGINEER � Barrett, Bonacci & Van Weele, PC 2. SEE SILT fE7VCE•DETAIL FOR MA TER/ALSO INSTALLATION METHODS AND MAINTENANCE EVS77NG 175A Commerce Drive REQUIREMENTS: GROUND a Hauppauge, NY 11788 \ 1 DANDY CURB BAG\ REEVE AVENGE er,2� HAY BALES MAY�USED IN 3. /F THE STOIXCP/LE/S Tt�REMAIN FAR MARE THAN 14 DAY.' /T 57�/ALL BE STAB/UIED 1 (631) 435-11 11 SIMILAR CGYVRG/RA7ION SEE STRAW WITH STRAW BLANKET AR SEEDED 70 MINIMIZE EROSION. y Landscape Architecture \ o BALE DETAIL N7S 4 SILT FENCES 5YALL BE MAINTAINED /N PLACE UN77L STOQKPIL£HAS BEEN 12'MIN. OR MA7W � RDA Landscape Architecture, PC \ ELIMINATED AND SMALL BE REI/OVED ONLY WHEN DIRECTED BY DVG/NEE74 ADJACEIIT ROAD WIDTH 220 Lake Ave.,Suite 2 PLAAN Saint James, NY 11780 \ SEDIMENT CONTROL AT DRAINAGE INLETS �- \ o N.Ts TEMPORARY STOCKPILE DETAIL No TM MAINTENANCE 70 INCLUDE PEP/ODIC Tt7V' 12 MIN. (631) 979-5600 N.T.S. DRESSING WITH ADD/77ANAL S70NE AS \ REOUIRED. \ \ ?'� STABILIZED CONSTRUCTION ENTRANCE 1N3W3�dd $f10NIWf11I9 — — — — \ 0 \ \\ N.rs \\ o a �a\\ a. 1 W \ W �¢ �J \\ - - - TAX L01' �- _ - -- - - - - - - - - - N �z NQ w ron d WNa \ \ �0 �O 1 ZO N ro a W a \ \ \ �-26— -� C W `L t! 11 d — �. . \ / \ f S05' 4'00 � 505.10 a W \WS--- WS---- — N ¢ Q oD \ `W ws- - ____ws ws-_____-ws R \ I PROPOSED UM/T OF 04 ws W o 1 - -___ R- � N� I PI I DISTURBANCE 1G ��—G G G— --_ G G— ° R28.1 R— p 0.6LF '+ W 1 11 $LINf1 Odd 0 0 1 1 CONTRACTOR TO PRONDE AND MAINTAIN \ x 1 1 INLET PR07FC710N FOR EX/S77NG "0 "O Z' 'a \ ; I _ -_= .�'� I\. J \ I Q N Z o key \ o DRAINAGE WITHIN THE NYSDOT ROW a�3w k� �/ 1 UN77L THE END OF CONSTRUCTION °1a1o3�3 N d'�� \ 1 1 26.0 '� 67.1 U \ I / m -1 a O a I I '" \ �,► M \ 1 I I \ MU W v/ / \c3 O (0 o N 25 I \ I � i \ O °II o NG °b \ 6, I 0 \\ N w I 1 V� E STORY I I I \ N I \ I 1 Q /� p ' NORTH N CONS7RUC77ON ENTRANCE 70 BE g�g78 5 N I Z \ �" o?a I \ a \\ project 1.0' MAINTAINED BY THE CONTRAC70P w - Z 1 1 ( 7HRDUGHOUT cwsmUCTTON; I i PRO WDE WA WASHING VEH/C� AS E 17RESCESSARY FOR II I \ ( a o P OPOSED SOIL II N ° o M a tt i t u c k - Laurel Library 1.0 q.6q q'LL M 224' 0 69� o gbl \ I o L).D OCKP/LE I .0 \ 3, o _ — 27, R J _ i I LJZ _ _ Site Improvements IL Q ° y W o 3900 Main Road 1 ' 1` w o, 1 — -�> �,� / q N - \ s I BO�NG12 / 3 Mattituck, NY 11952 in N I / o �! _ \\— N \�// seal I — — C14 - � _ PROPOSED CONSTRUC770N FENCE �� _ -SOIL BORING 1_ - - i ~ ( \7� Q ( \ (0 ® I // �i \ OD O $nONIP0118 N / II / T Q 0 "V .s»...... - \ 1N3W3�V 5 a D"---�.— X�', PROPOSED SILT FENCE II / '� \ \ N `'r;:' I ' p• ' W / � 7Z \ — — a}•,.U�' ' � ( � � J � � '^ / \ \ �' '� I,` I' �:;awl o o a HJ — — — — I — w O �U W j M021 332/ v NQ�M 04 NQ \ `I I ` X X X X X X X X X X X X - ----- \\ r M x w N N 05'46'00" W N N 3 w \ W• \ ZZ •,�, � ° • � w"� \ �� issued date description = 1��° BUILDING 473.26 I \ o \ TAX LOT 24.3 i �3 1 12.05.2019 ISSUED FOR PERMIT = LEGEND EXIS77NG PROPOSED I ° / LA TV AND CURB / SANDBAG FLAGGING 36.MnV � 1 �,�per CONCRETE SIDEWALK i \ = CHAIN UNK FENCE -x x- o #O N WRE FENCE(14-1A DRAINAGE PIPE p NOTE.- SEE DETAIL SHEET C-5 FOR 6 w7H wm ao POLLUTION CONTROL MEASURESROOF DRAIN UNE - ;Y BERM HA7FR SERME W W .O1" M/N THICKNESS `yV7 SAN/TARY PIPE S ;. .�s < ) " PLAS77C UN/NG _\ 6�ns' 7REFVW SECTION A-A � T�-•��_ '� SAN/TARY STRUCTURE G7?AUNO CATCH BASIN W/CURB INLET ® title '•:ti ; I fLOW I fEN0.r ID BE ANGLED � DRAT DRAINAGE IN COWACTED BAOMLL O o 0 0 0 � EROSION O �B017w OF*DRNNAOF EMBED F/[TE7P CLo1H A DRYWELL/CURB INLET CH4NNa AR SLA� MIN. or 6 /N OMM —r- A N D S E D I M E N y y RECEIVED T (�SEcnow) DRYWELL/CIRCULAR INLET DEC 0 6 2019 CONTROL PLAN SlECTION .Of (MIN THICKNESS) 36'MIN. LENGTH RWCr Posr PLAN GGAA. 6w M./YS-�NG NQ�= PLAS77C UN/NG 10'MIN O DAYWW MIN 16'/N70 GfWND. w7H RuDR am. L WIVV INRE fENCE 70 BE FASMNED SECURELY >n CONTOUR _25 _ - 25 Southold Town y f0 MAX. Ct 7D C: fENCE:•POSTS WTY WRE 77ES OR STAPLES POS7s '_ Planning Board LA TH & FLAGGING W A A SHALL BE S7M E77HE74 '7'OR 7!' TYPE OR .- ON 3 SIDES � HARDWO0. drawn by: MJW 2. RLMR CLOTH rO BE FASTENED SECURELY ID WDVDV FLOW SANDBAG W FM o ne FENCE � 6, AREA OF DISTURBANCE ® .�� checked by: MM/AAS J MAXIMUM MEW CW£N/NCB INLET PR01FC770N scale: 1°=20' J O .� 1fHEN 711t7 S£CnCWS Cis fu7E7? CLOTH ADeR71N EAd/ I'II 07HER THEY SHALL BE OWMAPPED BY VX INCY#D AND :c FOLDED. FIL7ER am&&ALL BE ETw?RLIER X mIRAD/ project number: BBV-A 190060 BERM 6'PENNTRAnAN/N70 OR SLOPE 100X STABILINKA 7T4OW, O4 APPROVED EWU/YALMr CURB INLET PRO TECAON (DANDY BAG) M� scaled inch o PLAN ENNRGQ� APPROVED MD MWS AEi7U/V:4LENT.LL OF AB' STABILIZED CONS7RUC77ON ENTRANCE o o Q sheet number U 5� MA/NIENANQF S YALL BE PERFORMED AS NEEDED AND sa T FENCE N MAMMAL RDNOMM W&W 2XEQEES'DEVELOP IN THE SILT C = CONCRETE WASHOUT A�7 ®UT �� CONSTRUCAON FENCE -a-o—o—a— N.T.s SILT FENCE DETAIL N.TS. CONCRETE WASHOUT AREA m C -3 O ATTACH AT TOP AND B0770M SIGN LAYOUT AND I I , '5 , SIZE AS REOU/RED BY LOCAL CODE RESERVED II BEATTY HARVEY COCO SyDEWALK NO GALVAN/ZED POST 2 1-1%2" WEARING COURSE A R C H I T E C T S , L L P PARKING ANY � (TYPE 6F) NEW YORK MARYLAND TIME PARKING R7-1 R7-8 3`57M PIPE ,•:. . .r.,..,..: :: RLUV W/CONG +• © •. . Site Civil G` Z COARSE BROOK RN/SH •. • " , • 1/1 BINDER COURSE : Barrett, Bonacci & Van Weele, PC CON7RACAOv A7YNT PLAN £XPAN.51'Ov jaw : • . TYPE 3) EVERY 4 - EVERY 20 Commerce - °.: ,.,....:,.. :. ' . . Ha pp m SEE DETAIL 'A" SEE DETAIL 18' ,- •. Hauau e, NY 1D1788 o (631) 435-1111 " BLUE SIR/P/N6 W I I I p 8 WIDE P Landscape Architecture AS ..4' COMPAC7W BASE'couRSE °;.; ;::;';. RDA Landscape Architecture, PC ON I I cEMENr wASH 3/, SraVE BLEND GR 220 Lake Ave.,Suite 2 SLOPED TO DRAIN I I �' •��;,, �� =•� �°• r a , '• CRUSHED CONCRETE r. Saint James, NY 11780 .i; r . :•f 979 600 631 5 0 77 6•x6-f0. 0 W.W.F I 4,000 P.S/. AIR 6 POURED CONCRETE ••\ \\. •\\ .` ,`\• ..\. •_�i�. ��: FAR ACCESS/B/UTY I ( < ENTRAINED CaVC SIDE VIEW PRE-MOULDED �i ,. a 8 GRANULAR BASE MATERNAL BLUE INMR&AAOVAL SYMBOL , I f00ANG (BANK RUN SAND GRAVEL) j T/f� NOTES• SUBGRADE o I I POST BELOW SECTION N 1/4 RADIUS 1. 7HE SUBGRADE WALL BE FREE' OF ALL DEBRIS AND UNSUITABLE 1/2• MA?ERR/ALS PR/OR 76 PLACEMENT or THE BASE MAZER/AL. sum ADE SHALL BE COMPACTED 70 95X MAD/RED PROCTOR DENSITY. :. 2. THE SUBGRADE S7•IALL BE PROOF'ROLLED PR/AR TO PLAOI wwr OF 9=0' 9=0' :t THE BASE. ALL UNSUITABLE MA TER/AL SHALL BE REMOVED TO A _ -I I - MINIMUM OF 12'AND REPLACED W17H BASE MA TER/AL. _III III—_III—_III III •..'. +' , : io .'� THE BASE SYIALL B£PLACED /N Uf75 NOT GREATER THAN 4 III=III=III—� I= s ► °i's INCHES AND COMPACTED TO 95X OF 7HE MOOInED PROC7i7R DENSITY. HANDICAP PARKING •� ,� .~••�•�'• � '•� �' •�• f=3'D/A. ASPHALT PAVEMENT SECTION N.T.S TOP VIEW AT .• •; ►p:. .s CHANNEL POST N.T.S SW BOOS 70 BE PAINTED OW£ACY•I SIGN DETAIL "A" DETAIL "B" E71/&M SIZE, COLOR AND EXACT LOCA77AV WI7H/N THE PARKING LOT TO CANFi7RM 70 LOCAL GOVERNING CODE. ALL CONCRE7E SHALL BE AIR ENTRAINED, 4000 PST SIGN MOUNTING CONCRETE SIDEWALK N.T.S. N.rS. SE£PRECAST C'ONCREI£ _1 STRUCTURE NOTES00MIN LINK key \ CAL Wt7OD FABRIC TSB CAST IN PLACE J \1 VAR/ES (SEE PLAN) 3' GARNER POST(TIP) OR S£LEC77ONADE T0 BE MADE BY OWNER SEE VOWS AS PLANFOR LOCA/RED T10NS OPENING AS ROOD FRAME AND GRATE � J 2 I CAMPBELL NO 3435, OR £DUAL _I / FOR CASANG CLASS `A" CONC. \ � IED NORTH J/ -MANHOLE FRAME& CAST/ROV COVER C,4MPBELL PAT. No. 1104A OR£OVAL project p 1 GRDUT AROUND ENTIRE P/PE su►s �N -FRAME& GRATE - CAMPBELL PAT. No. 1159 OR EQUAL ' : •. •, �, -CURB & INLET, FRAME& GRATE'- CAMPBEZL PAT. Na 2511 OR EQUAL SEE PRECAST CONCRETE N RN/57IED GRADE*--, Mattituck - Laurel Library 16 1/2'UNE POST(TIP.) STRUCTURE N07ES. �; » .R Site Improvements Q 0. Z- '- C -4CAST/N PUCE PIPE 15 CPP PIPE 2 P. M ARR GANG PIPE*CHIMNEY WHERE REOD) 6"X6=f0 GA. OW 6'H/GH SLATTED GY/A/N LINK GRADE WINDOWS AS REWIRED � � (2' COWR MIN) ^N WITH 3" COVER ° GR STOCKADE FENCE ALL AROUND 1=2" STONE - SEZ£CAGW 70 BE MADE BY OWNER ' 4=0" 8 10» N07E » 6' AI/CK CaVC: ,SLAB �_ 4000 P.S/. CONC. - SEE PRECAST 1. NA AV£MA lER/ALS SHALL BE EXCA VA lED 6-0 4000 PST 28 DAY STRENGTH 5=4" GtOWC: STRUCTURE MIN/MUM IN70 NRGYN STRATA OIL SAND & GRAVEL _ 4- NO7ES OR TO PROPOSED BOTTOM EZEVAPON OF DRYW£L4 13900 Main Road : WH/GYIEVER/S DE1�7°E7�, AND RATED FOR SU/TAB/UTY tl.. .I� II' s� 25" 18" 25" Q AS BACK MAIEl�/AL BY 7HE/NSPEClt71R Mattituck, NY 11952 3 GATE POST TIP. 2. IF NA77W MAMMIALS ARE RATED SU/TABLE, 7HE seal » - m®®® ONCOLLAR ALL MINIAROMUM �IRAC77OR MAY USE 7HO4 AS BACKRLL SIt7Y4M DRAIN R/NG NO 6 X6 1 0 GA WWA/ SEE Jl f i S"cCTIL1N A-A N '••., ( ) .� /F NA11VE'MASER/ALS ARE RAZED UNSU/TABLE; I I I I= V j ALL BACKRLL MA7FRIAL SHALL BE IMPARTED GY£AN SAND AND GRAVEL CONTAINING LESS THAN 15X FINE 12'D/A WRAP ALL ,BAND, SYL r AND CYA Y S7LT AND CYAY FRAC77aVS 'A '" 'i�'�; •'; ' /A H BASIN TYPE ROADWAY 10 D GATES CATCH RL7ER LA WITH NOT TD E71'GEED I' •� " ,•,7i PAVED AREA F7L1ER FABRIC 0t II, i `1 DROP INLET AS REQU/RED (M/RAf7 IRON OYP 4. SOLID WALL RINGS ARE TO BE USL�D AT ; .,.II '^, Al �,3 �.;' EQUAL) /NTERGIANNECANG PIPE AREAS IT PLAN N.T.S. ?,_ 1 .,.:_ �'` ' \ v_?"' : 2'MIN 70 GROUND WATER _'.-- REFUSE ENCLOSURE DETAIL N.T.S. SEE NOTES issued date description PRECAST CONCRETE STRUCTURE NOTES: 1 12.05.2019 ISSUED FOR PERMIT DRYWELL 1. ALL PRECAST STRUC?UREs SMALL INCLUDE 57/FFICYENT STEEL RE7mmRCEMENT FOR N.T.S. 7FMPERA7URE AND SYR/NKAGE; TRANSPORT, AND 70 ALLOW THE STRUCURE 70 W7HSTAND AASi'Y70 H-20 LOADING A THE COVDR COND/TTONS wow ON THE PLANS MARKING DESCRIPTION ITEM NO. SO/Ls IN EXQESs of 9"BELOW PAVEMENT SUB- GRADE L'OMPAC7£D TO 90X AASH70 T-99 2. ALL SI•/Op DRAWINGS AND GRILL S7IEE75 fi71R PRECAST LDIAICY?ElE'STRUCTURES SHALL /NGYUDE MANUFAmIRERS crRTIF/CA7TAv ?HAT 7HE STRUCTURES ARE DE;4NGNED 70 sAWCUT EX/SIING SOILS W17H/N 9'OF PAVE71IENr WITHSTAND 7HE LOADS N07ED ABOVE: PAwwENr 2'BEYOND SJBGRADE COMPACTED 70 95X 6 7RENCH WHERE ROOD OF MAXIMUM DENSITY PER 3 ALL PRECAST srum RES wALL BE MANUFACTURED WI7H 4000 PSI/28 DAY FOR PA I&MENr S7RENG7H CONCRETE. CROSS HATCH/NG (WH/IF) 687.0101M RESrORAnAN (TIP) AAW719 r-99 GR055 HA ICH/NG (YELLOW) 687.0201M 6` 1`R PAVEMENT Sl'/BGRADE 45• O.D. + 2'MAX. (WHERE APPLICABLE) (SEE NOTE BELOW) 4"(7.rp)r 6�(Typ) FULL BARRIER LINE(YELLOW) 687.0201M s• ' 6"REVEAL A 4"( ) L SOLID LINE(WH/7E) 6870101M "� a P/PE ................... OR .... ... ....... •'.. BACKRLL ABOVE' Sl°R/NGUNE TO » L SW UNE(WH/7E) 68801M ry OQ B2 /N 24(TIP) 'LIF7S 'I f 12'(�) �l r 24��) ..... title ' . .. ...' SPRINGLIKE D CROSSWALK(WHITE) 68801M BAGWf7LL PLACED ALIERNA7EZYIN 6'LIF7S ON B07HS SIDES OF SITE 1. COVCRM TO BE 4,000 PSY S7RENG7H AT 28 DAYs --— _ _ P/PE 70 SPR/NaINE EZEVA70M RECEIVED BEDDING(GLASS/, N OR///) WHERE 2. CONCRETE SI•/ALL BE A MOVOI-17HIC POUR. io UNSY//TABLE MA1D?/AL /S E7VCGKlNIERTED DURING EXCAVAAGW OF PIP£ 7RENGYIES DEC Q F 2019 DETAILS 7HERVOPLAS770 RD7"7IVE' 68B04M 3 MAXIMUM SPACING OF EXPANSYAV "7117S 70 BE 20 FT PAVEMENT SYMBOLS WH/ILA / ///////// PRE-SHAPED FOUNDAAGW OR-1 ���������,������ Sout old Town ( ) 4. CONCRETE 70 alRE 14 DA YS (MIN/MUM), BEFORE ROAD PA WNG CAN BEGIN. FLA r FouNDA77ON WITH Planning Board BACAIRLL TAMPED INTO PIPE p HAUNCHES AT CANMAC7W$ TYPE "®" DISARE770W drawn by: MJW PAVEMENT MARKING LEGEND RESfDENTIAL CURB NOMS N.T.S N.T.S. 1. CLAss ZONES P/E'RN ORICS V COMPAC7E IBA BACKRLL MA A 7 SIAL RMOUIRED /N ALL PIPE checked by: MM/OAS 2. /F DEPTH OF 7RENCH EXCEEDS 5; THE CONTRACTOR MUST PRONDE SYEE77NG AND BRACING OR A scale: NTS J S�IEE-ANG BOX/N ACCORDANCE WI7H O-WA REGULA77OVS AS AN ALTERNATE; /F PERM/TIED BY 7H£ ENGINEER, THE TRENCH WALLS MAY BE CUT BACK 70J A 1:1 SLOPE OR THE NA7URAL ANGYE OF project number: BBV-A 190060 v REPOSE FOR THE S0/4 WHICHEVER? IS GREATER. a� .1 WHERE PIPE/S INSTALLED WITH LESS THAN 2'OOIR"GbVFR, ALL BACKRLL scaled Inch v MAZER/AL THROUGHOUT INE P/PE LANE IS TO BE LYASS/MA7EJR/AL sheet number Q U a PIPE TRENCH DETAIL U N. . 0 Z 0 a a� m O WD7H OIL RAMP CURB (01R AS SHOWN BACK OF WALK PAVEMENT RAMP SIDEWALK ON PLANS) WID7H OF RAMP PAVEMENT 5=0OWN. CURB (OPAQNAL) 5'MIN. :,: . .'.. •. �•� �2 r..-.., ;•�, ;- PAVEMENT MAX WIDTH OF nUW CONG SURFACE � 5'M/N. BEATTY HARVEY COCO OR AS SHOWN 1 � ARCHITECTS , L L P �.., fZUS'/, SWOO1H ::}.• ( PAVEMENT 7RAN5777aV ON PLANS) flusy, SW0O7H SURFACE NEW Y O R K I M A R Y L A N D 7RANS/770N (OR AS SHOWN r \_a0PE EARTH 70 ON PLANS) 7H/CK 4,000 AS/. CURB :. < ME1�T SyDEWALK �'/ 1:0 1:12 5 M/ 1.12 "°';z GIAVGYtE1E RAMP _ J__ L_ PAVEMENT :': SJI. RAW RAMP 99E&#f SURFACE `';T; 4' THICK 4,000 P.SI. -�- CURB -► N.T.S CAVCWE7E RAMP _I-- _ _ __ -- - - Site Civil SECTION F-F Barrett, Bonacci & Van Weele, PC SECTION A-A SECTION C-C 175A Commerce Drive ►t- CURB N.T.S N.T.S Hauppauge, NY 11788 __ _ __ _ __ SECTION D-D SECTION E-E (631) 435-11 1 1 X T.S N.T.S Landscape Architecture RDA Landscape Architecture, PC SECTION B-B "z'q� �! 220 Lake Ave.,Suite 2 N.T.S �f- ��e: Saint James, NY 11780 o CURB ° CURB (OPTIONAL AT �o. PAVEMENT RAMP SIDEWALK CURB 0 0 0 0° p BACK OF WALK) 00 c!t s 0o0 m 0600 \ ��� o '9 `O• FLUSH, SJI/OO1N °°o°o° O 00000 o. h ° o TRANSY7IAV ~` k'' cS• Q` 00000 �� Oo O• b o SQ O FLUSH, SMOOTH s' ''`'' ;".T�5* 1H/GYC 4 �\ / �• � ° C+ \o• w TRANSITION ;'k., CAVCRE7E RAMPPS/ FLUSH, SMOOTH . Q r' NOTE HAND/CAP RAMPS ALONG THE PROPOSED TRANSITION FLUSH, SMOOTH ACCESSYBLE ROUTE SHALL BE £QUIPPED WJTH DETECTABLE ��o• TRANSITION WARNING /N COMPLIANCE WITH ADA REQUIREMENTS _PLAN VIEW (ALTERNATE) SECTION A-A CURB HANDICAP RAIVk N.T.S. - TYPE A HANDICAP RAMP - TYPE B HANDICAP RAM? DETAIL - TYPE C M T.S N.T.S key �--A IN COMPLIANCE W177-1 ICC I B I [hE A 1 f7.1-2017, SEC770N 705. POLLUTION CONTROL M�/►SURE3 STORMWA TER MANAGEMENT AND EROSION AND SEDIMENT CONTROL MEASURES INCLUDING, BUT NOT LIMITED 70, THE FOLLOWING SHALL BE EMPLOYED DURING TRUNCATED DOME DIMENSIONS CONSTRUC770N. NORTH DIM. MIN. (IN.) MAX. (IN.) A. EX/S77NG VEGET4770N TO REMAIN SHALL BE PR07E'C7ED (BY INSTALLA 77ON OF project A 1.6' 2.4' CONSTRUC770N FENCE OR OTHER APPROVED MEANS) AND SHALL REMAIN m B 0650 1.50 UNDIS7ZIRSED Mattituck - Laurel Library C 50% - 65% OF D DIM. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE EXTENT OF r . EXPOSED AREAS AND THE LETVGIN OF 77ME THAT AREAS ARE EXPOSED. GRADED Site Improvements D 0.9 1.4 AND S7R/PPED AREAS SHALL BE KEPT STAB/UZED 7HROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED M/X7URES SHALL BE /N ACCORDANCE WITH SOIL CONSERVA 7701V SERVICE RECOMMEVDA 77ONS. PLAN E C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOC/77ES. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. 0 13900 Main Road D. SEDIMENT SHALL BE TRAPPED ON 7NE SITE AND NOT PERMITTED TO ENTER Mattituck, NY 11952 SECTION E-E ADJACENT PR0PER77ES' OR PUBLIC ROADS OR DRAINAGE SYSTEMS. SEDIMENT w' BARRIERS SHALL BE INSTALLED ALONG 7N£UM17S OF D/S7URBANCE PR/OR 70 THE seal DETECTABLE WARMING SURFACE CSrARTOMPL� CONSTRUC770N AND SHALL BE MAINTAINED UNnL coNSTRUCnoN /S TRUNCATED DOLE DETAILS E. A STABILIZED CONSTRUC770N ENTRANCE SHALL BE MA/NTA/NED 70 PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ON70 LOCAL ROADS. 7hIE CONSTRUC770N N.T.S ENTRANCE SHALL BE MAINTA/NED UNTIL THE SITE' IS PERMANENTL Y STAB/UZED. F. ALL RUNOFF SHALL BE RETAINED ON-S17F/N ACCORDANCE WI7H LOCAL REGULA770WS AND APPROVALS. DRAINAGE INLETS INSTALLED ON-SITE" SHALL BE ' "• ^° '� ` ; PROTECTED FROM SEDIMENT BUILDUP THROUGH ThE USE OF APPROPRIATE INLET •. -.- PROTE'C770N. "` G. APPROPRIATE'MEANS SHALL BE USED 70 CONTROL DUST DURING CONSTRUC770N. H. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UN77L UPLAND DISTURBED AREAS ARE PERMANENTLY STAB/UZED. FOLLOWING issued date description PERMANENT STAB/UZA 770N, PA VED AREAS SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL BE CLEANED AND FLUSHED AS NECESSARY. 1 12.05.2019 ISSUED FOR PERMIT I PROPER MAINTENANCE OF EROSION CONTROL MEASURES /S 70 BE PERFORMED AS /ND/CA 7ED BY PER/ODIC INSPEC77ON AND AFTER HEA VY OR PROLONGED S70RMS. MAINTENANCE MEASURES ARE 70 INCLUDE, BUT ARE NOT LIMITED 70, CLEANING OF RECHARGE BASINS, SEDIMENT TRAPS AND DRYWE•LLS, CLEANING AND REPAIR OF SEDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF D/VER7ERS, AND CLEANING AND REPAIR OF INLET PROTECTION DEVICES ✓. DURING CONSTRUCTION, THE CONTRAC70R WILL COMPLY WITH ALL LOCAL REGULA770NS CONCERNING THE DISPOSAL OF SOUD WASTE' AND DEBRIS AND 70X/C AND HAZARDOUS WASTE; UNLESS OTHERWISE DIRECTED BY THE OWNER, THE CON7RAC70R /S RESPONS/BL£ FOR MAINTAINING 7NE NECESSARY RECORDS OF CONSTRUC770N AC77VI77ES K. SEED M/X7URES (TEMPORARY SEED/NGS) 1. RYEGRASS (ANNUAL OR PERENNIAL) ® 30 LBS. PER ACRE (0.7 LBS. PER 1,000 SO. FT.) 2. CER77RED AROOSTOOK- WINTER RYE (CEREAL RYE) ® 100 LBS. PER ACRE (2.5 LBS PER 1,000 SO. FT.). USE WINTER RYE IF SEEDING /N OCrOBER/NOVEMBETZ L A TEMPORARY CONSTRUCTION FENCE SHALL BE ERECTED AROUND NA7URAL AREAS 70 REMAIN PR/OR 70 THE START OF CON57RUC770N. FENCE /S TO BE INSPECTED PR/OR 70 ANY CONSTRUC770N. �- title M. THE CON 7RAC7OR SHALL COORDINA7F AN EOU/PMENT AND MATERIAL STAG/NG AREA WITH THE TOWN OF BROOKHAVEN PRIOR TO THE START OF CONSTRUC770N. GENERAL SEQUENCE OF SITE ACTIVITES 1. INSTALLA 770N OF P£R/ME7E•R EROSION CON7Rot- MEASURES (SIL T BARRIERS, SITE CONSTRUC770N ENTRANCE, ETC.) 2. INS TALLA770N OF SX PNG BASINS.3. DETAILS CLEARING AND ROUGH GRADING, STOCKPILE OF TOPSOIL AND &ACKML MA7ERIALS. 4. INSTALLA 77ON OF S7ORM DRAINAGE AND SI TE U77UT7ES. 5. INSTALLA 77ON OF CURB, SIDEWALK. 6. INSTALLA 77ON OF PA WNG. Z f7NE GRADING AND VEGETA77VE S7A8/UZA77ON (70PS01, SEED, SOD) 8. INSTALLA AON OF LANDSCAPING. SRE DATA drawn by: MJW S/T£AREA 1.49 ACRES AREA OF D/SIURBANCE. a78 ACRES checked by: MM/AAS C scale: NTS SOIL CLASSIRCAT70N.' HoA - HAVEB LOAM, 0 70 2 PERCENT SLOPES RhB - R(W R EA SLAND OPES AVEN SOILS, GRADED, 0 70 8 project number: BBV-A 190060 PERa� Ur - URBAN LAND i scaled inc Q RECEIVED sheet number O 0 DEC 06 2019 Southold Town a Panning Board -5 a� m O See L-2 ' I 3-IGS o , i • 3-INRS I I 1 AROG SOD tiL `.�L iZ`� i 2� t a `.i ♦ — + P ++ 0 i I ' BEATTY HARVEY COCO v ' -I O A �` �`: : • ' ARC H I T E C T S , L L P ' NEW YORK I MARYLAND SOD ra z= 3 IG S \ :a\- • `_itt a i z A-tt 1?}.,: • era a xt Z { Site Civil I I 3 ZSV aa° i i 000 o o Barrett, Bonacci & Van Weele, PC xist, plants to remain 175A Commerce Drive SOD ' ' ' ° ' Hauppauge, NY 1 1788 \ 3 CAA • A Proposed new si 6 P g ; i (631) 435-1 1 1 1 ° v D ' Landscape Architecture 6-EPW 0 .40f f25.90 ° o D a 25. -LM D _LM -INRS RDA Landscape Architecture, PC ® ° 220 Lake Ave.,Suite 2 Saint James, NY 11780 7 \ a -CA AS -CARS (631) 979-5600 \ \\ Q ° . � D' D -SNC . '. .....,;:� a •• IGS I I Nellie Stevens Holly 3-CAAS o �, xist. Crape , \ 8-AT Myrtle to be -RFG -SR -SR I I a _LM ° _LM �'-�\ relocated -ANP -LM 2-BD SOIL BORING 2 , xx h o o Exist. plants t ° 3-CAAS • • remain ' 8-AN -IGS _ ° 3-BD -EPW 17-LM xist, tree t _ / 4 L 1-GTM be removed 12-PLS 8 DG -LM ea Z ,�--6 6-NT 6-IG 7-RFG �'�!/ 4-IG o / -DGN ,3-IGS I w ? --► Exist. Plants SOD I I '- to remain _ 3-P J M I I I m = i 2-INRS 0 0� - 0 0� I I I Exist. plants to remai o xist. tree to 3-IOA American Holly �' 3-IOA 3-INRS Tree PLANT L I S T be removed u key SYMBOL QTY BOTANICAL & COMMON PLANT NAME SIZE SPACING DECIDUOUS TREES 'OrSCALE: 111 - 20' n II II_ n AROG 2 Acer rubrum October Glory (Red Maple) 3 3.5 Cal. As Shown 77 A vVA fit; NORTH 'Moraine' 311_3.5" Cal. As Shown GTM 3 Gleditsia triacanthos Moraine (Moraine Honeylocust) project FT 10 20 40 80 ZSVG 3 Zelkova serrata 'Village Green' (Village Green Japanese Zelkova) 311-3.511 Cal. As Shown Mattituck - Laurel Library LIT 4 Lagerstroemia indica 'Hopi' (Hopi Crape Myrtle) 8'-101 Ht. As Shown Site Improvements Kousa Dogwood Village Green Japanese Zelkova SR 4 Syringa reticulate (Japanese Tree Lilac) 10'-121 Ht. As Shown CK 2 Cornus kousa (Kousa Dogwood) 6'-7' Ht. As Shown 13900 Main Read EVERGREEN TREES Mattituck, NY 11952 seal INRS 12 Ilex 'Nellie R. Stevens' (Nellie Stevens Holly) 51-6' Ht. 6' O.C. IOA 10 Ilex o ace (American 6 .C, p ( r can Holly Tree) '-7' Ht. 6 O � DECIDUOUS SHRUBS I :s BDP 15 Buddleia davidii 'Petite Indigo' (Petite Indigo Butterfly Bush) 3 gal, coot. As Shown a DGN 37 Deutzia gracolis Nikko (Dwarf Nikko Deutzia) 3 gal, cont. As Shown ` issued date descri tion EVERGREEN �HRUBS p Moraine RiverHo i Crape Ja a 11 nese Tree EKM 11 Euonymus kiautschovicus 'Manhattan' (Manhattan Euonymus) 5 gal, cont, As Shown 1 12/05/19 ISSUED FOR PERMIT Red Map[® P P P Honerlocust Myrtle Birch c \ . ,x..:. ..... ... ..... ._. < ` ®, IGS 30 Ilex labra Shamrock Shamrock Inkberr . cont. s ow y 3 gal t A Shown A c �l. PLS 32 Prunus laurocerasus Schi kaensis Schi ka Cherry Laurel p p y ) 4 5 Ht. As Shown ( : a c , \ \ PJM 5 Pieria japonica 'Mountain Fire' (Mountain Fire Japanese Andromeda 3-4 Ht. As Shown RBS 6 Rosmarinus officinalis 'Blue Spires' (Blue Spires Rosemary) 2-3' Ht As Shown \� XIMMERIMMM'W, n � PERENNIALS Petite Indigo Dwarf Nikko Manhattan Shamrock Inkberry Schipka Cherry AT 23 Asclepias tuberosa (Butterfly Weed) 1 Gal. Cont. 1811 O.C. Butterfly Bush Deutzia Euon mus Laurel @`yaaKa.i iZ s - C..` �:C \ \ .\�.:,.. :.•. .. `8'i a LS 18 Liatris spicata Gayfeather 1 Gal. Cont. 2411 0.C. 2 a."Mo In L 123 Lirio e muscari 'Big Blue' i Blue i 1 Gal, Cont. 18 O.C. M (B B u L l turf) P aJ �J y , title v\ 1 1 Gal. Cont.42 chinacea a i w t 18 O.C. EPW E ur ure 'White Swan' (White coneflower) `c`•` °'�. P P _ ..r.s.-...-. ^\\ E FRECEIVEDLANDSCAPE \ is I I RFG 30 Rudbeckia fulgida Goldsturm (Black Eyed Susan) 1 gal, Cont. 1811 O.C. �-- \ r " PLAN DEC 06 2019 ANP 33 Aster novae-an 'Purple Dome' (Purple Dome Aster) 1 Gal, Cont. 1811 O.C. 9 P P : Southold Town Mountain Fire Butterfly Weed Gayf eather Big Blue Lilyturf Black Eyed CAAS 29 Calamagrotis acutiflora 'Karl Foerster' (Feather Reed Grass) 3 Gal. Cont, 301, O.C. Japanese Andromeda \,\ Susan SNC 18 Salvia nemorosa 'Caradonna' (Caradonna Meadow Sage) 1 gal. cont. 18" O.C. WIT drawn by: YH, GMP �. 1 al. Cont. 18 O.C. _ - ak nechloa ac e l HMA H o m ra Aur o a Hakone teas ` \ checked b 9 y: RS R 1 1 110. I I I ( 555 9 S ach s b zan ina Solver Carpet' (Silver 1 al. cunt. 18 O.C. scale: — ,. ,°.., ,� a..�, ` a . :, �.> � �� \ \ t y y t C p t (S er Carpet Lambs Ear) 9 1 — 20 o &\ �:< ` �\ �r _ project number: .� i r, . \ �... ,. � "' �,.� ;° � _ \fix `. 1 I I J 10035 \ xi 7 v d [ s i li ' 1 al. cont. 18 O.C. LAH La an u a angu t fo a H dcote Blue (Hidcote Blue English Lavender) 9 �. \, � \ scaled inch ( ) 1 gal, cont, 121, O.C. sheet number a IFB 35 Isotoma fluviatilis Blue Star Creeper v Purple Dome Aster White Coneflower Feather Reed Caradonna Meadow Hakone grass NTM 20 Nassella tenuissima (Mexican Feather Grass) 1 gal, cont. 24" O.C. = Grass Sage , , 1 al. Cont. 1211 O.C. } TPC 41 Thymus praecox Coccineus (Red Creeping Thyme) 9 e _ m If a discrepancy exists between the plan and plant list, the plan shall govern. 0 ♦ utdoor \ \ r "Book Borrow" 100 -NTM3-PLS \ New 5' [on ro osed 9 benc -SBS � why;,♦♦�;y vy � sensory a -EKM garden 1-CK XR 5 L _ T , ,�` 4-PLS bollard 7 N M 3' Ht black aluminum BEATTY HARVEY COCO � ��\ �� �:.��\\ ARCHITECTS , LLP New black aluminu New bollard light 2-RB light ew bollard light estate f@nce NEW YORK I MARYLAND estate fence 1 1-CK -ANP roposed stepping stone labyrinth Proposed 8'W x 12 1 L x 6 11 H composit New 10 x 8 she -CAAS -RFG-EKM set in gravel ring (extend 2' beyond) deck for outdoor reading 7-PLS Site Civil 12_L \ - -o\ o\`� 3-BDP Barrett, Bonacci & Van Weele, PC A l a , 175A Commerce Drive p EPW Hauppauge, NY 11788 o D G N (6 1) 435-1 1 1 1 ® r ! o Landscape Architecture 00 RDA Landscape Architecture, PC bollard l + i ewt t + O \ g Ave.,S 5-EPW O + light 220 Lake Suite 2 + + o Saint James, NY 11780 Q (631) 979-5600 9-TPC ♦, / \ 1 GTM _. 0 0 + + 11-LM I 5-TPC- roposed bluestone stepping stones flags 4-BG � wide PVC arbor 20-TPC 5-AT entrance with gate 19-IF SOD \ New 10' x 12 \Z� 7-TPC portable stage \~" 7-ANP Chairs 4-HMA \ ` -LM 10-AT •• 3-PJM 1-LIT to replace o 2-LIT ew 51 -�4-RFG ~~ 3-CAAS the existing birch 11-L ° ° afe long 5-EPW • tree New table and bench ew Pebbles (to be painted by kids) 4-PL bollard V( roposed rain garden w/ driftwood and planting Proposed permeable paver hardscap light ° chairs o o (Approx. 700 SF) o • -PLM 5-DG 12-SNC 1. • Black aluminum estat 11-HMA key fence pedestrian \\ swing ate \ \. 4 B D \ . Circular paver node upon entr I p 3-IG 3-BDP New trash ca 8-EPW 4-PLS o NORTH New bollard li ht 6-HMA project �� \\ ♦ \ New bollard light Mattituck - Laurel Library \\ ��\��\\ \ ♦, \\��\� ��� Proposed butterfly garde 3-PL \ Site Improvements \� aluminum estate fence SCALE: 11, 10' 13900 Main Road Mattituck, NY 11952 FT 5 10 20 40 sea " a` ♦� \\\ \ \ \ . r g PLANTING NOTES. AAR a . ' .,.\.` \ !•, 'lea < �..\\ \ 9 � \... ._ � k'_ 1. The Contractor shall locate and verify the existence of all public and private utilities both above and below 9 P V tad Q prior to starting nwork, 2. The Contractor shall supply all plant materials in quantities sufficient to complete the planting shown on the drawings. as. �� �z %'W a� 3. All plant material shall conform to the guidelines established by the current American Standard for Nursery Stock, published by the Amer. Assoc, of Nurserymen. \„ issued date description 4. Required periods for planting are March 1 to June 15 and August 15 to December 1 unless otherwise written permission is approved. Red Maple Moraine Kousa Dogwood RiverHopi Crape Hone locust Myrtle Birch 1 12/05/19 ISSUED FOR PERMIT NOR 5. Al[ plants shall bear the same relationship to finished grade as the [ants original grade before digging. ,.� - � ��, . ; . \ .\♦ .. \\ ��\��.�♦ ��\��\ .� � ,� , \,: 6. All plants shall be subject to inspection b the Landscape Architect upon arrival at the site. An plants 0� \ \ ,, \ \ ♦\ : \\ \ , exhibitingunhealed wounds scrapes, cuts or bruises to the trunk or bark and an major broken branches shall be \ Y\ a ♦. E rejected and replaced. 7. All plants shall be balled and wrapped or container grown as specified, No container grown stock will be accepted if it is root bound. All root wrapping material made of synthetics, metal or plastics shall be completely removed at planting time. 8. With container grown stock, the container shall be completely removed and the container ball shall be cut `\ z : through the surface in two Vertical locations. Petite Indigo Dwarf Nikko Manhattan Shamrock Inkberry Schipka Cherry 9. Prior to planting, the locations of all trees and shrubs shall be staked or marked for approval by the Butterfly Bush Deutzia Euon mus Laurel Landscape Architect, if requested by the Owner. 10. The Landscape Architect reserves the right to select any or all plant material at the nursery prior to delivery, if requested by tl'1@ ®Weer. � � \ �,�,��� ...�� ��� <�� ��\° RECEIVED title 11, All trees & shrubs shall be sprayed with an antidessicant within 24 hours of planting. 19 DEC 0 6 20 12, All plants shall be installed as per details & specifications. \ COURTYARD \ Southold Town \ a� ♦ ..,\\� ♦. \� \. � Planning Board 13, All plants and stakes, if used, shall be set plumb unless otherwise specified. a R ♦ ' \; LANDSCAPE \,. 14. All plants shall be watered thoroughly twice during the first 24 hour period after planting. All plants shall then \\ \ be watered weekly as required. PLAN Mountain Fire Butterfly Weed Gayfeather Big Blue Lilyturf a Ja nese Andromeda 15. All planting beds shall have a min. 3" thick layer of shredded hardwood mulch OR 3" layer of river rock, Bare Japanese soil shall be left at the base of the plant to avoid trunk suffocation or rot. drawn b YH GMP 'IN"Mmil 16. Plantingholes shall be backfilled with the same soy, that was removed. No soil amendments are required unless , cc \ ♦�:. o♦�; 4:, \ \\\ ` as otherwise noted. ,, \ \\\\� ♦\; .♦ \ .�� checked by: RSR 17. Pruningof plant material after planting is limited to dead and damaged branches, or those that threaten the �, \ � �` \ j : . scale: 1 = 10 a � \ appearance and branching structure. o � \\ fly ,♦ project number: 10035 i 18. All plants and trees shall be guaranteed b the planting contractor to be in a vigorous growing condition. a P 9 y P 9 9 9 9 '�\ \ ,; �u �' � scaled inch Q Provision shall be made for a growth guarantee of at least one year after bond for all plant material. Replacements . sheet number ° shall be made at the beginning of the first succeeding planting season. The contractor shall continue to make v replacements until a plant shows vigorous and healthy growth for a period of one year from date of acceptance. White Conef lower Feather Reed Caradonna Meadow Hakone grass 19, Specifications shall follow Cornell Cooperative Extension Publication Anformation Bulletin 24 - "Suggested Practices Grass Sage = for Planting and Maintaining Trees and Shrubs". 0 (1) m O 21D� !7xl Do not damage or I , cut leader j Prune dead or interfering BEATTY HARVEY COCO branches to retain natural A R C H I T E C T S , L L P form of tree NEW YORK I MARYLAND Ground cover - O.C. spacing varies Spray trunk/leaves with site Civil antidessicant at appropriate time Height of tie to 2 MIN. 3" Shredded hardwood mulch Barrett, Bonaccl & Van Weele, PC height Of tree 175A Commerce Drive MIN. 4" Hauppauge, NY 11788 (onsite, if possible) topsoil mix (631) 435-1111 Landscape Architecture O Approx. ball diameter 7'-6" RDA Landscape Architecture, PC Well compacted 220 Lake Ave.,Suite 2 Cedar stakes driven @ sub-grade Saint James, NY 11780 Q slight angle, draw vertical _ _ _ _ _ _ _ _ _ _ (631) 979-5600 Crown of root ball shall bear �— same relationship to finished =I 1-I I 1=1 I El I lEd I =I I M I IEI I —I I I— I=1 I grade as did to previous grade 4" minimum depth finely shredded -I I-I I III- - I -III=I I-I -I151 . hardwood mulch (no mulch near trunk) for buffer areas Fin. grade Ground Cover Planting -� -� ;�-� lII-III-11 =1 N.T.S. Backfill with excavated = III=III_ll — 6" height raised saucer soil (or as specified) =1 =1 1= =1 I I=1 I I III—I I I— =1I—III__- 1=1 -1 i Undisturbed soil (do not disturb below root ball to avoid settling) 42" depth of stakes 1=115 II—III—I —III_III_III_III—III— I_III—I 'I I I I�fI I—III—I I li I„il I I-1 II I I �' Cut and remove top 3 of burlap & all twine and wire from root ball B&B root ball Planting pitIto be at least twice dia. lof root ball Shrub to bare key 1 l Evergreen same relation toTyp ca Tree Planting new grade as exist./previous ° _ grade o ° ° All planting beds shall have a min. 3 thick layer of NTS shredded hardwood mulch. 6" height saucer NORTH project 1 III = Untie/cut & loosen burlap wrapping. REMOVE all plastic, Mattituck - Laurel Library PVC and/or metal from the _ root ball Site Improvements 6" min. Cut off root bound portions of root ball I Prune dead or interfering branches to retain I I I I I I I I- I 13900 Main Road natural form of tree Mattituck, NY 1 1952 Backfill with 6" min. excavated soil seal Spray trunk/leaves with antidessicant at RErr P y Shrub Planti ng appropriate time `' " N.T.S. p e Height of tie 1/3 to 2/3 ` Wrap trunks of thin-barked 9 hei ht of tree 4 P a =*' trees with approved tree Approx. 1/2 ball diameter }` l."_ " wrap at appropriate time of � ' year 2 Strands #1 gauge galvanized wire twisted Crown of root ball shall with reinforced rubber hose around trunk do No. 8 Stone in openings issued date description bear same relationship to not over tighten allow slight trunk movement finished grade as did to 1� Aqua-Eric Type 1 Permeable Pavers by 1 12/05/19 ISSUED FOR PERMIT previous grade All planting beds shall have a min. 3 thick layer of shredded hardwood mulch. Cambridge Paving Stones (or approved equal), Fin. grade min. 341 thick pavers with P integral spacers. Nam =III=III=1 III-Itl=1 Contractor to submit sample and product data '1=111—III — 6" height raised saucer for review and approval. Set avers in —1 1 1=11�_ g P P P Backfill with excavated soil — — II—� HERRINGBONE pattern & use vibratory =III=III=1 I11_ - Undisturbed soil (do not disturb '—III—III II=III=1. com actor over to , Maximum of " tolerance 'i=III=11 I—III—III= below root ball to avoid settling) P P 42" depth of stakes �1=III II_-III=III=III=III=III— III I—III—Ili over 10 feet. P �I_ I I 1=1 11=1 11=1 11=1 I I- —III_ I-1 I i= _ i III III-111=1IE�Ei11„IIII-III_ IIIT Cut and remove top 1/3 of burlap & all twine I _III-1T— =ail- I— i ' and wire from root ball. REMOVE all plastic, PVC and/or metal from the root ball. Set ENTIRE perimeter soldier paver course _ Planting pit to be on 12" depth by 8" (min.) wide concrete base. N at least twice dia. Provide Expansion joint where abutting Grade Grade of root ball B&B root ball Proposed or existing concrete structures Deciduous Tree Planting � '�• � •"• .� •�• � �• Bedding Course 2" Thick (Typ. No. 8 :: • ; N.T.S. Aggregate) e — :Y•a.~ title . 4" Thick No. 57 Stone Open-Graded Base "• : a ' RECEIVED r---- - CONSTRUCTION DEC 0 G 2019 No. 2 Stone, 6" depth with geotextile DETAILS fabric (Mirafi 160 Filter Fabric) separation Southol Town from Sub grade. Planning Board 95% compacted subgrade 6" ADS Perforated (socked) Pipe UNDER DRAIN - set level within trench. Cap far ends of piping not drawn by: YH, GMP shown to be tied into a drainage structure. Portion of pipe shown on plans being tied into drainage structure shall be changed from ADS checked by: RSR perforated socked pipe to ADS solid wall pipe & scale: NTS sitep a minimum 1.dr page slope or as indicated on permeable Paver Cross Section Detail site fans out to drainage structure. Provide water project number: 10035 tight connection to catch basin, parge connection, scaled inch Q backfill and restore area. Contractor shall provide o adapters & all necessary fittings for all piping as sheet number o P Y 9 P P 9 I�I ,T,� , 0 required. .3 a� z e a a� m o - V - I + aLU+ b 04a - + 1 Q � � + I + 1 + W + oa ° �� + \ LU CCW + + +No- \ .. ,. . La + 1 Z N C • J ^I Q + IDLY W LJ Ld + LL b b� '0l SOS b + b 5nrDz \\ __ __ _j a_ 3 °,00,�S'SO s __ __ __ __ Ld ° Cc _ _____.__-_- I - N, NQ ryQ + + +w \ I I I �D Q as I I I ZO + ^� ~= 8 \ + I I I I BEATTY HARVEY COCO + �rez Fsn B RD I ® 3'- " \ I I I ARCHITECTS L L P BLRD 0 1 •° 15-0" SIGNAGE SETBACK+ g D z �z " 10 Q oo -W 2'4 8 1 1 1 NEW YORK I MARYLAND FROM PAVEMENT PER `' 0 6� } _ + \ + I I I C,, TOWN OF SOUTHOLD f � ® \ I I I I o �" JUNCTION BOX INSIDE N + ``` `' I w + ZONING ARTICLE XIX �, 10 \ -m p 1 §280-85.D.(5) THE BUILDING j w \ _;N I I I 5'-0" SIGNAGE SETBACK FROM z L9 EXISTING ELECTRICAL 12 " "m 10 ��m \®w°a '� I I I I Site Civil 0 9 \ + I I I Barrett, Bonacci & Van Weele, PC SIDEWALK PER TOWN OF o6 OOM IN LOWER LEVEL J 9 N \ + ' { SOUTHOLD+ZONING ARTICLE XIX ? \ I I I I 175A Commerce Drive + 5'-0 §280-85.D.(5) ° 5 0 \ I I I Hauppauge, NY 11788 1 • �; 19, 1 14 + ® + 6 + m \ + I I I Landscape Architecture (631) 435-1111 ° STING 13 BLRD BLRD ��o Z \ I I I I RDA Landscape Architecture, PC Y w P STGING m + " =W O a \ o I 2#10+1#12GR 13/4"C. j 220 Lake Ave.,Suite 2 gUILD T cw� \ E w I PVC SCHEDUL� 40 I I Saint James, NY 11780 g PROPOSED STREET + ,o g7g SQ•F J o Q 6 f SIGN, SEE DETAIL 8' llk� °° ° ` v \ 2 I (RANCH CIORI ENTIRE I (631) 979-5600 (TYPICAL F NT "1 �", 7/EL1.01 a 4 ° 8 __ I B RCS IT)+ bL� ----- ----- ----- 1 - ,'ZZ 84� I I I p'L •y 64 rl , 6.9 L + 14 + 4 + wZ ° � I I I a� + a 2' or + I \ W I 1 1 a0 ' a + + + •a 0 a JD- 8s z " O B ® 6 � + \\ I I I o N D" ti � uu 0 I I I I t o o a 4 + a" I \ I I I N00 °ate a • D10 \� �. z + II �m I03 + n �� a w w n ° " D10 ® 14 + b b \\ 8 D10 a \ I w 1 �Q o W ®� 8 4 Z O + I 1 Na W O a N \ I I I I J I nQ a \ s�nbd + w w I 1 I + m Na a ' Z b J I I I 1+ 1 WN W' N� �< 'WI.J'" + '�a ! 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I N 00� I 'ZOO O + 1 + I 1 I I I 8'-9" NORTH REFERENCE SITE PLAN 7" 2" 1 X CELLULAR PVC TOP TRIM project • TIES #3 AT 16" 1" PAINTED WHITE EL1.01 SCALE: 1"=2C' CELLULAR PVC POST CAP Mattituck - Laurel Library 4-#4 VERT. • TIES #3 AT 12" PAINTED WHITE OO0000Ooo_lC 0 0000000000000000000000000 000 R2 Sitelmprovements �o �o ��o ��o �c� �a �a �o �o �o ao � an �o �o �oao �o �o �o �o � �o �o �.r_o �a �o �c� ao �o aQ �? � �o DOUBLE FACED COMPOSITE 0 0 0 0 0 0 0 0 o O o 0 Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N N N PLAN . 4-#4 VERT. i • PANEL SIGN WITH RECESSED (� V-GROVE LETTERING O o 0 0 0 0 0 0 0 o O o 0 o O o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PLAN �.• 0 0 0 0 0 0 0 0 0 o O O o o O O o 0 0 0 0 0 0 0 0 0 o O N N N N N N N Cl ."� 00 1� �r FONT:BOOK ANTIQUA, � � � � � _ � � � POLE & BASE C CD CD C CD � � � � C C, � C Laurel HEIGHT:8",WIDTH FACTOR:1.0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a N � - � - - - - N AS SPECIFIED MAIN SIGN PAINTED FOREST _LO =in � =i_D � �i0 O t-O _ +� .�.=v + .r O +O •O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `4 0 0 0 = 0 0 0 0 0 0 0 0 �, o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -- 1" CHAMPHER I GREEN, LETTERING AND TRIM 13900 Main Road �� to - N O N 00 \ O � N _,, " ��a,,, ;.7 �._ a = + � . o _0 1'-1" N Mattituck, NY11952 O o 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 o o �; . / �.o� �` io i o 0 0 �c� Libraf BAND GOLD. O O o 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 �� .,a CO N .� O � O N ' a. - N FINISH GRADE I I 0 0 0 0 0 o 0 0 0 � � � o 0 0 0 CD CZ� CD 0 0 0 o o o o o �!� � �`r�I o � � - o + ' o +� 1-Q? � +� o o o�� 9 p - 1 POLE & BASE " X CELLULAR PVC POST seal 0 0 0 0 0 0 0 0 0 0 0 o O O O o o cS. -. .c o rn �r-) o o o .o _o� 1'Jr' - N �' ! o ANCHOR BOLTS AS AS SPECIFIED I ENCLOSURE .GAS�+o «i`�39 w t� +d- +°O -+„'r +oG �1-`0C?.+'�, ++�o +cam +cam! +>- rr . ..o o 0 0 o G a t0 • -ter .o � N ��" o o PER MANUFACTURER ED A O O o O O O o O o 0 o O o o `r `a _ 6 °�-��-a °� i� °� r "' CONDUIT AS SPECIFIED INISH GRADE ( 3 X 3 STEEL POST o o _o _o .o a o , .o o o _o 0 0 0- � ,� ,. + +� +� +1r »o ��R Rip. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 ss-- ./[�� - .r 7 0 0 oT' o - `J1y / "o a 4-#4 VERT. MOUNTED IN CONCRETE �t,� �,°�'� o ..o ..o �.o ,.o »o ,«o o o o y +N 5 Il rn 4r . �. �`n M d N -i\� -+ o -+r`? 7-T.`+ �n = i �!`^ „..rs "Y,1.N o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u o W--. °o .o I ANCHOR BOLTS AS Q _ 8-0" 1 r /, t� /; o o 0- / X CELLULAR PVC POST 0 0 0 0 0 0 0 o O o 0 0 0 0 N � PER MANUFACTURER o i°� p n •�=O• �^ +N TIES #3 AT 16" o CONDUIT AS SPECIFIED BASE 1 ��..c� .o ..o _O „oo ..o .«o .o .«oo ,«o ►� N r` rn ° - ,�-) � - ..o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Oo 0 0 oc� m o o �� ' -� o rn ; N ^ o o Lo - t z TIES #3 AT 12" GRADE ;-`- -- -� -o - - - - - -o s •4- +� +� +� 3000 P.S.I. CONCRETE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o q• o o - oo 0 0 0 0 0 0 o O o O � � � N � �, �.P �I, � ` . � ,r, - � � • ^ � \ �� � � � !/.r � 4-#4 VERT. o .o "o .o "o .o »o 'o 0 0 0 'o 'd o o d o '+ `+o _-, > t o ^ .� '_o _0 3000 P.S.I. CONCRETE O o �, ~ �, r SIGN FACE: 22.18 SQUARE FEET STEEL PANEL SUPPORTS 10 DIA. CONCRETE FOOTING, o o o o o o O _o o ! «� /m - s ,. +� +�''+' ,.•�.r, +�. +� +� .0 1'_4" a WELDED TO VERTICAL STEEL p ° 0 0 0 0 0 • d' o • 4, O • o O o �� o , �, M �� 0 1'-6" DIA. I SET STEEL POST INTO �, R POSTS 0 0 � +a N ( ° I CONCRETE 1'-6" o .o .o ..o .. „o „o -o ,. ,.o „o .o ,. .cn r� ­ � a- � � ..o l 0 0 0 0 0 0 0 o co 0 0 0 0 T •--, �= .� riv o o o /o 0 0 0, o �� o o a - - - a.O a.O •O r 0 O r 0 �!' r CV �'\ <+ i- O) I I r-) u') h cD N � �� ¢ - + �� SECTION SECTION o ° issued date description 0 0 0 0 0 0, o r-i • fj1; p � o^o _o_ p o � o o C� O O N f� a0 c�•• N N �i • N O O n Q) •v o '9 ' N + g, o 0 0 . o 0 o p o o o o I °°� I a I 1 12.05.19 ISSUED FOR PERMIT C5 �'� O� QZ O) O) O O •V •N \ N � N� N N N) N� N d �o� - -)"v .. +-- +� 0 o p o • 0 0 0. o o o CZ, d o 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ► � o N. a�-`� .� - - � o oD - N o ao o -ii? +o +<? +� �+�-� +� +� +a? +�"? +I'? #- ,.o ,.o .« „ . - ..c� »o ,«o ,«o ? � ao "� �xP o �xP. o � �o �D aD ao -o _7- � � � � ^ = �-=-� • � �� � � � �� � � � � � � � � � 3 LIGHT POLE BASE 4 BOLLARD BASE O O O d- N7 O O O O O +� +� +8. , ���--7r+o'6 3.:)Jr N «O r O w O �? �O �� �D �� �2D �� >t-O �tO �? �i� �t_� �D �iD � -F- .7- -D -7- �O DLO �O �� �O �O O O O O O _ a O O O O O O O O O O O O O O O O O O O O C. O O O O O O O O O O O O N 6. c0 I� cD v7 N� c N M N N EL1.01 " ' " EL1.01 , " IlL•1 oo _o � � � SCALE: 1/2 = 1 -0 SCALE: 1/2" = 1 -0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 O O O �"-) �"7 r7 N N N N N N - O O O O O O O O O O O O O O O O O O O O O O O O _t_o Lo D � _.Lo o an L-? a ��n ao � n � s� D � Ito _� _ Rio _ro =ua Aso �ko --� =uQ ao � fro � a � O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ELECTRICAL NOTES 2 PHOTOMETRIC PLAN 1. ALL ELECTRICAL WORK SHALL BE PERFORMED AND COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE CODES. UJ c ro 2. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. _ - _ ---------------- r O EL1.01 SCALE: 1 =4C ----- - ---- ti r-) - ------------- ---------------- ----- > O _________ ___________________________________-__-J _______________________________________ co = I r_______ ___________� r_______________________________________________ M1� -IN 1 ________ _________________________________________� i___________________________________________________� I I - Ui 3. GROUND ALL ELECTRICAL WORK IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE. r `1II c c DIMENSIONAL DATA 4. REUSE EXISTING LIGHT POLE BASE AT THIS LOCATION. DEPTH AND DIAMETER SHOULD 3E A MINIMUM OF 24"-32" DEEP, AND DIAMETER OF 2.5" MINIMUM UJ o cn a CONCRETE COVER OUTSIDE OF BOLT PATTERN DIAMETER AT LEAST 1" GREATER THAN COVER PLATE. 5. LOCATE BOLLARDS WITH ARCHITECT ONCE LANDSCAPE BEDS HAVE BEEN MARKED OUT; TYPICAL ALL BOLLARDS. 'i title i 6. CONTRACTOR SHALL COORDINATE WITH OWNER'S IRRIGATION VENDOR ACCESS TO INSTALL UNDERGROUND IRRIGATION PIPING DURING PLACEMENT OF UNDERGROUND77 r Site ELECTRIC CONDUIT INSTALLATIONS. Proposed z 7. LIGHTING FIXTURES TO BE CAPABLE TO ACCEPT 208 VOLTS BRANCH CIRCUIT WIRING. CONTRACTOR TO VERIFY PRIOR TO ORDERING FIXTURES. (TYPICAL FOR ALL 7 P R 0 P 0 S E D STREET SIGNLighting SITE LIGHTING) Plant is... u. "..... ..yys QQ r w 8. FURNISH AND INSTALL COMPLETE LIGHT CUT OFF BAFFLES AT BACK SIDE. NO LIGHT SHALL SPILL BACK FROM POLE OF FIXTURE ONTO ADJACENT PROPERTY. EL1.O1 SCALE: 3/4" = 1'-0" S I n a e C�c FURNISH AND INSTALL GFI 9. FURNISH AND INSTALL QUAD OUTLET IN WEATHERPROOF BOX WITH WEATHERPROOF CO'JER AT BACK OF PLATFORM SHOWN ON LANDSCAPING DRAWINGS. RUN v v OUTLET IN EXTERIOR CIRCUIT BACK TO ELECTRICAL ROOM AT LOWER LEVEL.ENCLOSURE MOUNTED ON SITE LIGHTING FIXTURE LEGEND Details t� BOLLARD; SEE LEGEND II. I 10. FURNISH AND INSTALL EXTERIOR IN-GROUND QUAD OUTLET IN OUTDOOR NEMA 6P GROUND BOX (WIREMOLD XB814 OR APPROVED EQUAL) IN-GROUND QUAD { I � FOR ALL LOCATIONS. OUTLET WITH COVER FINISH WITH PAVERS AS SHOWN ON LANDSCAPING DRAWINGS. RUII CIRCUIT BACK TO ELECTRICAL ROOM AT LOWER LEVEL. FINAL LOCATION TYPE SYMBOL DESCRIPTION LAMP LUMENS MOUNTING/BALLAST LLF QUANTITY I,ii,'i ' �'j g628" COORDINATED WITH OWNER'S REPRESENTATIVE. drawn by: CS 1 " NOMINAL L ," ' ;- - _ 11. TIME CLOCK(S) TO BE PROGRAMMED IN ACCORDANCE WITH NYS ENERGY CODE TO SHUT OFF SITE LIGHTS FROM NO LATER THAN MIDNIGHT TO 6am, FROM ONE HOLOPHANE 12' POLE 45 WATT LED 4596 12' POLE Cat.# 0.90 2 HOUR AFTER BUSINESS CLOSING TO ONE HOUR BEFORE BUSINESS OPENING. A14 � PUCL2 P20 30K XX L5 WDA 12 S4J 17 P07 ABG BK checked by: CS J �kwmuml�Il �hT 3QIhs Ry e. ""�"1 12. 2#10+1#10GRD-3/4"C. (495w®208v-lph) TO NEAREST 120/208v ELECTRICAL PANEL AT LOWER LEVEL ELECTRICAL ROOM WITH AVAILABLE SPACE FOR scale: AS NOTED Mmlmam Ff,'0cVvP Pruj a d m•1,23 sq,ft • - sic d 841 INSTALLATION OF NEW 20A-2P CIRCUIT BREAKER VIA "TORK" TIME CLOCK MODEL #DGLC WITH ROOFTOP PHOTOCELL. (SEE NOTE #11) ANTIQUE STREET 23 WATT LED 1284 BOLLARD 0.90 4 BLRD � TLRCB10 18LED 700mA 41K GCF R5 MVOLT-DF DBL project number: 10035 LIGHT FIXTURE; SEE LEGEND FOR CPTICS POLE BASE POLE 13. 2#10+1#10GRD-3/4"C. (92w®120v-1ph) TO NEAREST 120/208v ELECTRICAL PANEL AT LOWER LEVEL ELECTRICAL ROOM WITH AVAILABLE SPACE FOR INSTALLATION scaled inch Q OF NEW 20A-1P CIRCUIT BREAKER VIA "TORK" TIME CLOCK MODEL #DGLC WITH ROOFTOP PHOTOCELL. (SEE NOTE #11) HOLOPHANE 8' POLE 45 WATT LED 3221 sheet number UD10 0 8' POLE Cat.# 0.90 7 U14. 2#10+1#10GRD-3/4"C. (720w®120v-1ph) TO NEAREST 120/208v ELECTRICAL PANEL AT LOWER LEVEL ELECTRICAL ROOM WITH AVAILABLE SPACE FOR INSTALLATION ® PUCL2 P20 30K XX L3 HSS WDA 08 S4J 17 P07 ABG BK a� 5 PROPOSED LIGHT POLE & FIXTUREr6_"� PROPOSED BOLLARD OF NEW 20A-1P CIRCUIT BREAKER, TO FEED (UNSWITCHED) GFCI RECEPTICLES MOUNTED IN EACH BOLLARD. 15. 2#10+1#10GRD-3/4"C. (720w®120v-1ph) TO NEAREST 120/208v ELECTRICAL PANEL AT LOWER LEVEL ELECTRICAL ROOM WITH AVAILABLE SPACE FOR INSTALLATION HOLOPHANE 12' POLE 45 WATT LED 3221 12' POLE Cat.# 0.90 2 } EL1.01 EL1.01 OF NEW 20A-1P CIRCUIT BREAKER TO FEED (UNSWITCHED) GFCI QUAD RECEPTACLES MOUNTED AT BACK OF PLATFORM AND IN-GROUND GFCI BOX (SEE NOTES #9 D14 PUCL2 P20 30K XX L3 HSS WDA 12 S4J 17 P07 ABG BK & 10). m 0 • OFFICE LOCATION: rKAILING DRESS: Town Hall Annex '1 S P.O. Box 1179 54375 State Route 25 �� x, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) 0 t Southold, NY p Telephone: 631 765-1938 .sotholto y, ov l$ PLANN I TOWN OF SOUT OLD October 6, 2020 Mr. Christopher Sepp 1300 Walt Whitman Road Melville, NY 11747 Re: Amended Site Plan Approval: Mattituck— Laurel Library 13900 Route 25, Mattituck SCTM#1000-114-11-2 Dear Mr. Sepp: The following resolutions were adopted at a meeting of the Southold Town Planning Board on October 5, 2020: WHEREAS, this proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5ADA) on 1.5 acres in the RO/R-40 Zoning District; and WHEREAS, on December 6, 2019, Christopher Sepp, authorized agent, submitted an Amended Site Plan Application for review; and WHEREAS, on December 16, 2019, the Southold Town Planning Board determined the application as incomplete for review and required sufficient plans and information to be submitted; and WHEREAS, on December 18, 2019, Christopher Sepp, authorized agent, submitted additional information and revised site plans for review; and WHEREAS, on January 13, 2020, the Planning Board accepted the application as complete for review; and WHEREAS, on February 10, 2020, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and Laurel Library Pie 2 October 6, 2020 �^u�l a t t i t u c 1�-... ._. WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the description for 6 NYCRR, Part 617.5(c)(7); and WHEREAS, on February 10, 2020, a Public Hearing was held and kept open for written comments until February 24, 2020; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on February 14, 2020, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on March 16, 2019, the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic , the Town of Southold closed its offices to non-essential employees including the Planning Department; and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to non-essential employees at 50% capacity; and WHEREAS, on June 3, 2020, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on July 1, 2020, the Southold Town Engineer reviewed the proposed application and determined that revisions to the site plan were required in order to meet the minimum requirements of Chapter 236 for Storm Water Management. The required revisions were incorporated into the Grading and Drainage plan; and WHEREAS, at their Work Session on September 14, 2020, the Southold Town Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on September 22, 2020, Christopher Sepp, authorized agent, submitted a revised site plan, photometric plan and additional information for review; and WHEREAS, on September 28, 2020, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 Site Plan Approval of the Town of Southold were met; and MattitUck Lauri m y r 6 2020 Libra Page 3 October WHEREAS, on October 1, 2020, the Southold Town Chief Building Inspector reviewed and certified the existing use Library is a permitted use in the RO/R-40 Zoning District pursuant to ZBA file #4725; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval With Conditions, listed below, of the amended site plan entitled "Mattituck-Laurel Library Site Improvements" prepared by Todd A. Harvey, R.A., last revised September 21, 2020, and authorizes the Chairman to endorse the site (plan after Condition "1" below is met. Condition prior to endorsing the Site Plan 1. Obtain a Highway Work Permit from the New York State Department of Transportation (NYSDOT) and provide a print of the permit to the Planning Board; OngoingConditions 2. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting plan of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 3. All exterior signage on the property shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 4. Existing mature trees must be preserved to the greatest extent practicable. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. All storm water run-off from grading, driveways and gravel areas must be contained on site. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. uct Lau;el L.ibraoy Page 4 October 6 2020 at�ii�. _ ..�� 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl.. cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Ar,w, " Applicant Print name: "l...� . � w _ n pp Si gnature: Date: o� Mattituck-Laurel: Library Page 4 October 6 2020 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Depailment and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: _m , Applicant Signature: �. .. Date: Submission r l"ithout a Co ver Letter f3 EC E Sri , 0 N I PR iv� ing Boats sd }ate- 4,1 aQ I boa comments: wort- perfyN�Ar ire � 5 .M�'^»,w.✓: �,"�+. ,.�R�'^a�.1�arJ' w,��"�" :��"�m"w,�'�+"^+,�✓M^"ww.,r%M" A'�°^ nMmdw'�M+.�^��r^' �A�'way"d"^^��»+i +��F�iw����x�.�c�""^„ '^",�,sW»�,».�s1P^" �'�d ��w,�w^�w�d BEFORE WORKING WITHIN THE YOU MUST CALL YOUR PERMIT INSPECTOR r. Luis Garcia Al (631) 727-1731 Address: Residency 03 -- Suffolk East 1900 CounRoad 58 Riverhead,ead NY 11901 el..wN°�."qr%,.t.w.A« .W,e..a��wu..d'"..w✓p.�.YY'-mw1M"'%u'o" ,, V'-..,AY' Ate. '+.,m,0*,ape° .a.0,��w-M-.0l�-%i w",--A,-, do'"""' "Y* VFW""' ,.Ne"1%,dW-.�^drx",;, W;e .ON u.o,'w.�,^ PERM 41-ld(4186) — METHOD OF PERFORMING WDRK WITHIN THE STATE HIGHWAY RIGHT OF WAY — I. GENERAL CONDITIONS These conditions and regulations apply to Highway Work Permits authorizing work within the State highway righ-of-way for water mains,gas mains,sewer lines and miscellaneous structures. General conditions apply to telephone and telegraph installations as well as specific conditions on the setting and resetting of poles.These conditons,and any special conditions which are added to this form,are enforceable by the Department of Transportation. A. TIME 1. Work under the permit shall be commenced within thirty(301 days from the date of permit issuance unless a later starting date is approved by the Regional Traffic Engineer. - B. REOUIREMENTS _ AN the current requirements of the following shall apply:Occupational Safety and Health Administration,Federal Department of Labor,Safety and Health Standards 129 CFR 192N1910; Part 131,Title 17,New York Code of Rules and Regulations,Accommodation of Utilities Within State Right-of-Way;New York State Department of Labor,Industrial Code Rule 23,Protection of Persons Employed in Construction and Demolition Work;Industrial Code Rule 53,Construction,Excavation and Demolition Operations At Or Near Underground Facilities, --- Temporary soil erosion and water pollution controls shall he used as required.The final decision on the method of underground installation will be made by the Regional]irectar or his representative. 1. Work Within Pavement and Shoulder Areas - a. Installations that cross the pavement and shoulder area.Wherever practical,all underground installations shall be placed beneath the pavement and shoulder areas without disturbance to these paved surfaces. 1) Baring,Jacking,and Tunneling Methods DESIGN a) The location of all excavations(jacking pits,etc.)shall he shown in plan and profile. h) The soil profile and groundwater conditions shall he determined by adequate subsurface exploration. cl The location of all other existing utilities shall he shown. d) The construction equipment and procedures to be used shall be described in the permit application. e) The design of all excavations,including ground and surface water control where necessary,shall be made available for review by the Department. if The underground installation shall be described in detail,i.e.size,length,depth,material,provisions for grouting,etc. g) Pipes shall generally be enclosed in sleeves or larger pipes.Small diameter services(2 inch I.D.or smallerl may be placed without sleeving at the discretion of N.Y.S.D.O.T. h) The limits of an open excavation shall not be closer than 10 feet to the edge of the pavement unless approved by the Department.Open excavations shell be protected with the required controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transporta- tion,Manuel of Uniform Traffic Control Devices. CONSTRUCTION a) Grouting operations may he required if surface settlement,loss of sail or voids around the pipe develop.When grout is required,R shall consist of 1 part cement to 2 parts sand,by volume,and sufficient water to produce a consistency suitable for placing the grout. bl Backfill of open excavations shall he as required under 2.) f) Open Excavation Method. 2) Open Excavation Method DESIGN a) The location of all pavement crossing by the open excavation method shall be shown in plan and profile. le) The soil profile and groundwater conditions shall he determined by adequate subsurface exploration. cl The location of all other existing utilities shall be shown, d) The design of all excavations,including ground and surface water control where necessary,shall he made avaiable for review by the Department. e) When requested,the construction equipment and procedures to be used shall he described in the permit application. f) Pipe installations shall he done according to the requirements of the appropriate New York State Department of Transportation's Standard Sheets.The required granular material shall meet the material requirements for Select Granular Fill in the current New York State Department of Transportation's Standard Specifications including addenda.Exceptions will only be allowed if prior approval is granted by the Regional Soils Engineer. fill Pavement shall be saw cut at termination points of pavement replacement. CONSTRUCTION a) Pavement and shoulder removal shall be done in a manner that provides for proper restoration of the replacement section.Straight,vertical cuts of the pavement will be required.Pavement surfaces that become undermined shall be cut back and removed.Ahernative repair methods may he used if prier approval is granted. b) The hackfill material shall he placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200,Earthwork,New York State Department of Transportation's Specifications,including addenda. c) Generally,cuts shall be filled at the end of each working day.With prior approval,steel cover plates may he used.Recessing of these plates may be required. d) Temporary pavements and shoulders shall be placed as soon as a crossover installation is completed. b. Installations that are longitudinal to the pavement. 1) Open Excavation Method DESIGN al The location of all open excavations shall be shown in plan and profile. Id The soil profile and groundwater conditions shall he determined by adequate subsurface exploration. c) The design of all excavations,including ground and surface water control where necessary,shall be made available for review by the Department. df The location of all other existing utilities shall be shown. e) Pipe installations shall he done according to the requirements of the appropriate New York State Department of Transportation's Standard Sheets.The required granular material shall meet the material requirements for Select Granular Fill in the current New York State Department of Transportation's Standard Specifications, including addenda.Exceptions will only be allowed if prior approval is granted by the Regional Soils Engineer. CONSTRUCTION a) Pavement and shoulder removal shall be done in a manner that provides for proper restoration of the replacement section.Straight,vertical cuts of the pavement will be required.Pavement surfaces that become undermined shall be cut back and removed.Alternative repair methods may be used if prior approval is granted. b) The backfill material shall he placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200,Earthwork,New York State Department of Transportation's Specifications,including addenda. c) Generally,cuts shall be filled at the end of each working day.With prior approval,steel cover plates may be used.Recessing of these plates may be required. d) Permanent or temporary pavement shall be placed immediately as sections of the total installation are completed to subbase elevation.Gravel surfaces in shoulder areas may be used if prior approval is granted. 2) Boring,Jacking,and Tunneling Methods DESIGN a) All the requirements of 8.1.a.1.)DESIGN a)through g)shall apply. CONSTRUCTION a) All the requirements of 8.1 a.1.)CONSTRUCTION a)and of shall apply. b) Open excavations shall he protected with the required controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transportation,Manual of Uniform Traffic Control Devices. c) The requirements of BJ.b.1.1 CONSTRUCTION d)shall apply. 2. Work Outside the Pavement and Shoulder Areas a, Open Excavation Method DESIGN a) All the requirements of B.1.b.1.)DESIGN shall apply. b) Open excavations shall be protected with the rationed controls for safety and for the maintenance and protection of traffic in accordance with the New York Stale Department of Transportation,Manual of Uniform Traffic Control Devices. CONSTRUCTION a) The hackfill material shall he placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200,Earthwork,New York State Department of Transportation's Specifications,including addenda. PERM 41-id(4186) — REVERSE b. Boring,Jacking,and Tunneling Methods _ a) All the requirements of T1.a.1.)DESIGN a)through f)shall apply. b) Open excavations shall be protected with the required controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transportation,Manual of Uniform Traffic Control Devices. — CONSTRUCTION a) All the requirements of B.1.a.1.)CONSTRUCTION shall apply. _ C. SUBBASE,PAVEMENT AND SHOULDER REUUIREMENTS(including manholes) 1. Subbase — a. The subbase course shall be a minimum of 12 inches thick unless otherwise approved.The material shall meet the requirements of current Department of Transportation subbase course item as specified by tha Regional Soils Engineer. _ It. Under the permit,construction which adversely affects the subsurface drainage of the pavement structure shall be corrected by the addition of surface or subsurfacedrains,as required. 2. Pavement and Shoulders a. Permanent The replaced pavement shall be similar to the existing pavement in composition and texture.The selection at the material type and composit(in shall be subject to the approval of the Regional Director or his representative.The limit of pavement replacement shall be such that the replaced pavement is supported by thoroughly compacted _ subbase material and the pavement is restated to the proper grade,cross-slope and smoothness. When bituminous concrete mixtures are required for the pavement replacement,the layers shall consist of one or a combination at mixture types contained in Table 401-1, Composition of Bituminous Plant Mixtures in Section 401 of the New York State Department of Transportation's Specification,including addenda.The mixture shall be placed at the proper temperature,without segregation,and compacted thoroughly. — When portland cement concrete mixtures are required for pavement replacement,the mixtures shall consist of either Class C or Class F as contained in Table 501.3,Concrete Mixtures in Section 501 of the New York State Department of Transportation's Specifications,including addenda.Class F is a high early strength mixture and should be used when early opening to traffic is desired. The concrete mixtures shall be placed without segregation,than consolidated,finished to the proper elevation,and textured.Curing the concrete pavement shall be in accor- dance with one of the methods permitted in Section 502 pertaining to curing. Pavement shoulders,curbs,gutters and other incidental features shall be replaced in kind unless otherwise approved by the Regional Director or his representative. b. Temporary — Pavement that is replaced temporarily may be paved with either a hot bituminous concrete mixture mentioned above or a cold bituminous patching mixture.When a cold patching mixture is used it shall consist cf aggregate and bituminous material proportioned and mixed in a bituminous mixing plant or rotating paddle shaft pugmill.Regardless _ which patching mixture is used it shall ae laid on a prepared foundation and thoroughly compacted.Since cold bituminous patching mixtures are subject to distortion by traffic,the temporary patch shall be maintained to provide a smooth surface until the pavement is perennially replaced. 3. Manholes --- Manhole frames and covers shall have sufficient structural adequacy to support the roadway traffic.The typed manhole frame and cover shall be approved by the Regional Director or his representative.The manhole frame shall be set flush with the surface of the roadway unless otherwise permitted by the Regional Director or his representative. .-- D. MAINTENANCE AND PROTECTION OF TRAFFIC 1. Traffic is to be maintained at all times during the progress of this work and adequate signs,barricades and lights shall be provided in accordance with the provisions of Sub-chapter H of the N.Y.S.Department of Transportation's Manual of Uniform Traffic Control Devices.A maintenance and protection of traffic plan may be required.No lanes shall be closed — without prior approval. 2. The applicant shall erect and maintain suitable barricades around all trenches while work is in progress for the protection of the public,and they shall he suitably lighted by _ yellow lights at night.The work shall be carried on in such manner that not more than 100 feet of trench in earth remains open at end of day's work. 3. No pavement cuts are to be left unfilled over night,except in emergencies,and in such cases,adequate precautions must be exercised to protect traffic.Prior approval must be obtained to use steel plating. — 4. No construction materials or equipment shall be left on the shoulders or pavement after working hours,nor shall cry construction equipment or material be placed in any manner or location that will obstruct highway or railroad warning signs. _ 5. All open trench in the highway right-of-way shall he barricaded.There shall be conspicuously displayed bright red flags no less than 24"x 24"attached to such barricades and illuminated at night with flashing yellow Lights.If in the judgment of the representative of the Commissioner of Transportation,flagmen are necessary,they shell he employed by the permittee and on duty at all times during the progress of the work so as to direct traffic and maintain yellow flashing lights, etc. _ B. Soft shoulder signs of adequate size,not less than 24"square,shall be erected and maintained on all backfill trenches within the shoulder area until the backfill is thoroughly settled.These signs shall be located at the beginning of each section of work at intersections and at a distance not greater than 1000 feet apart. — 7. During winter conditions highway shoulders shall be maintained free of obstructions which would interfere wilt snow removal and ice control. B. The permittee shall keep the traveled way f-ee of foreign objects such as racks,limber and other items that may fall from transporting vehicles.Spillage of material carried by or dropped from the under-carriage of any carrying vehicle resulting from the permittee's hauling operations along or across any public traveled way shall be removed immediate- ly and such traveled way,both within and outside of the work limits,shall be kept free of such spillage by Me permittee. E. COMPLETION OF WORK 1. All work is to be performed in a manner approved by the Resident Engineer of the State Department of Transportation. 2. All disturbed areas shall be returned to their original condition in a manner satisfactory to the Commissioner of Transportation or his representative 3. The permittee shall be required to restore skoulders and ditches and clean up the highway as his work progresses.All driveways shall he restored with material in kind and to their original conditions. 4. All surplus earth and rubbish shall be cleaned up and removed from the highway rightof-way upon completion of file work,and the highway left in a neat and orderly condition. — 5. As built plans showing final grade of new installation and existing underground facilities encountered shall he provided to N.Y.S.1103.if variation from approved design plans occurred during construction. _ F. NECESSITATED FUTURE WORK 1. The applicant agrees,that any present or future injury to or disturbance of the highway,its slopes or gutters,caused by placing mains and service pipe shall be repaired by the applicant at his own expense and in accordance with the requirements of the State Department of Transportation. 2. If necessity arises in the future because of the work on the State Highway system andlor its structures,requiring the removal,relocation or replacement of the installation authorized by the permit,said work shall be done as directed by the Commissioner or his representative,and ail cost and expense so incurred shall he the obligation of the said permittee or his successor in interest. II. TELEPHONE-TELEGRAPH INSTALLATIONS A. SETTING OF POLES 1. All poles shall be set outside the ditch lines so that the proper drainage o1 the highway will not be interfered with.In case it is impracticable to set poles so as not to interfere With the flow of water in the ditches,the shoulder,ditch and space around the poles shall be paved by the applicant to protect against wash. _ 2. There shall be no obstruction to private driveways,connecting highways or roads,paths or sidewalks. 3. In case it is found necessary to trim trees w thin the boundaries of the highway,the least possible amount shall oe done,and in all cases the consent of the abutting property owner must be secured before the poles are set and trees trimmed. 4. Pales shall be of sufficient length to provide a clearance of not less than eighteen feet between the wire and the crown of the highway,under the worst condtitions of temperature and loading.They shall be set in line and properly plumbed.They shall he well guyed.No guying to trees,unless by special permission of owner.Special precautions .-- shall be taken on curves and where lines cress from one side of highway to the other.Poles shall be straight,sound,and the fittings shall be of sufficient strength to carry wires under the worst condition of loading ice,wind,etc). _ 5. Where telegraph and telephone wires cross high tension power lines,electric light or trolley wires,special precaution shall be taken to maintain proper clearance under the worst condition of temperature and loading. B. RESETTING POLES — 1. If necessity arises in future,because of work on the highway,to relocate,replace or re-set poles,cables or conduits,said work shall be done at the expense of the applicant. 111. SPECIAL CONDITIONS _ A. In addition to the aforementioned conditions,if it is found necessary by this Department to add to or otherwise modify the same,it is to be understood such changes shall form a part at the permit and be complied with immediately upon notice. 11. ADDITIONAL SPECIAL CONDITIONS AND SKETCHES-See Attached Sheet. — PERM 42(09/09) State of New York Department of Transportation Highway Work Permit g Permit No.: 20211080359 Date Issued: 04/21/2021 Project ID No.: 1, rK Expiration Date: 12/31/2021 *Permittee 1: *Permittee 2: MATTFFUCK LAUREL LIBRARY OWEN BROTHERS LANDSCAPE DEVELOPMENT 13900 MAIN ROAD(SR 25) 2090 SOUND AVENUE MATTITUCK,NY 11952 CALVERTON, NY 11933 Emergency Contact: IEFF OWEN Emergency Contact: CHRIS ALPAY,ASLA Emergency Number: 516-807-3448 Emergency Number: 631-375-2442 Under the provisions of the Highway Law or Vehicle&Traffic Law,permission is hereby granted to the permittee to: TO ENTER,OCCUPY AND RECONSTRUCT DRIVEWAY,SIDEWALK,CURB RAMP&OTHER INCIDENTAL WORK ALONG EB OF NY 25 IN SOUTHOLD BETWEEN MMS 1535-1536 AS PER ATTACHED PLANS AND SPECIFICATIONS.ALL WORK SHALL CONFORM TO THE SPECIFICATIONS OF THE CURRENT NYSDOT STANDARDS AND DETAILS,&OSHA GUIDELINES.ALL WORK,PAVEMENT,SIDEWALK&ROW RESTORATION SHALL BE TO THE SATISFACTION OF THE RESIDENT ENGINEER. THE PORTABLE REFLECTIVE CROSSWALK SIGN CAN BE INSTALLED UNDER THIS PERMIT.PLACEMENT OF THE SIGN SHALL BE TO THE SATISFACTION OF THE RESIDENT ENGINEER.ANY DISTURBANCE TO PEDESTRIAN FACILITIES WILL REQUIRE APPLICANT TO COMPLETE SIGN AND DATE THE CRITICAL ELEMENTS CHECKLIST OR IF NECESSARY NONSTANDARD FEATURES JUSTIFICATION.SEE W W W.DOT.GOV FOR REFERENCED FORMS.THIS HWP IS ONLY VALID WITH CURRENT INSURANCE COVERING NYS.***COVID 19 RESTRICTIONS:PERMITTEES MUST COMPLY WITH ALL EO 202.6 REQUIREMENTS-SPECIFICALLY PARAGRAPH 9:CONSTRUCTION.SEE HTTPS://ESD.NYGOVIGUIDANCE-EXECUTIVE- ORDER-2026.LOCATION:MATTITUCK-LAUREL LIBRARY 13900 MAIN ROAD NY 25 SOUTHOLD PLANS SCTM#1000-11400- 1100-002000.THIS PERMIT ADDRESSES TAG 20-0067 FOR DAMAGED REFLECTIVE CROSSWALK SIGN. THE PERMITTEE IS RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE CURRENT NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT.ANYONE WORKING WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL WEAR HIGH-VISIBILITY APPAREL MEETING THE CURRENT ANSI 107 CLASS II OR CLASS III(AT NIGHT)STANDARDS AND A HARD HAT MEETING THE CURRENT ANSUISEA Z89.1 TYPE 1,CLASS C OR IF WORKING WITHIN CLOSE PROXIMITY TO ELECTRICAL POWER LINE, CLASS E OR G. County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 8229 25 25 07041535 25 07041536 as set forth and represented in the attached application at the particular location or areas,or over the routes as stated therein,if required;and pursuant to the conditions and regulations general or special,and methods of performing work,if any;all of which are set forth in the application and form of this permit.See additional conditions on PAGE 2. THIS PERMIT IS ISSUED BASED ON ALL LOCAL,STATE,AND FEDERAL REQUIREMENTS BEING SATISFIED. Dated at: Hauppauge Date Signed: 04/21/2021 Commissioner of D'ansportat or„1., By:: M.T.Vijay Vijayendran IMPORTANT: __..... THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY: Janine R.Wood Parks,P.E.,Resident Engineer 631-727-1731 "UPON COMPLETION OF WORK",SECOND TO LAST PAGE,MUST BE COMPLETED,SIGNED BY THE PERMITTEE, AND DELIVERED TO THE RESIDENT ENGINEER. The issuing authority reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause, either before or during the operations authorized. The Permittee will cause an approved copy of the application to be and remain attached hereto until all work under the permit is satisfactorily completed,in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. "Upon completion of the work within the state highway right-of-way authorized by the wort permit,the person,firm,corporation, municipality,or state department or agency,and his/her or its successors in interest,shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the terms and conditions of the work permit. Pennit Fee: $550.00 Insurance Fee: $0.00 Total Fees: $550.00 Amt Rec'd 1: $550.00 Check Nutr_: 24779 Check Date: 08-APR-21 App I Bond#: 015212496 App 1 Bond Arm: $20,000.00 UOF: App 1: No App 2: No ttaetunents and additional requirements to this Highway Work Permit include: Perm33-COM Commercial Access Highway Work Permit Application and Checklist PERM 41-Id-Method of Performing Work within the State Right of Way Plans signed and stamped by a Licensed PE END OF ATTACILM ENTS PERM 42(09/09) State of New York Department of Transportation Highway Work Permit Permit No.: 20211080359 Date Issued: 04/21/2021 �f Project ID No.: xtcasi Expiration Date: 12/31/2021 Return this page to: Janine R.Wood Parks, Permittee 1:MATTITUCK LAUREL LIBRARY P.E.,Resident Engineer 13900 MAIN ROAD(SR 25) 1900 OLD COUNTRY ROAD RIVERHEAD,NY 11901 1MATTITUCK,NY 11952- UPON COMPLETION OF WORK AUTHORIZED,THIS PAGE OF THE PERMIT MUST BE COMPLETED,SIGNED BY THE PERMITTEE,AND DELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed.Refund of deposit or return/release of bond is requested. DATE PERMITTEE AUTHORIZED AGENT(if any) TO BE COMPLETED BY NYSDOT: Work authorized by this permit has been satisfactorily completed and is accepted. Inspection Report must be completed. ❑Refund of Deposit is authorized ❑Return of Bond is authorized ❑Unable to meet schedule as specified in bid proposal ❑Amount charged against Bond may be released. ❑Retain bond for future permits ❑Forfeit of Guarantee Deposit is authorized ❑Other ..,_... ..._ __. .. .. ...................__� DATE RESIDENT ENGINEER ❑Mailing address of refund has been verified. If different.list new address: The Regional Office will forward this form to the Main Office with the appropriate box checked. ❑Permit closed ❑Bond retumed/released ❑Refund of Guarantee Deposit on this permit is authorized ❑Forfeit Guarantee Deposit to NYSDOT ❑Other DATE REGIONAL TRAFFIC ENGINEER INSPECTION REPORT For each Highway Work Permit issued,inspections will be performed.The following report must be completed for each site visit, indicating the date,inspector,and hours spent on inspection.If the total inspection time exceeds 1 hour,then a FIN 12 (PERMIT INSPECTION FOR DEPARTMENT SERVICES)is REQUIRED. INSPECTION REPORT LOG HOURS WORKED BY DATE HOURS Inspector Name Date Inspected Regular Overtime Regular Overtime Inspector Name Date Inspected Regular Overtime Regular Overtime Inspector Name Date Inspected Regular Overtime Regular Overtime Complete hours for each date inspected. Add regular hour numbers across rows,and then overtime hours across rows. Add hour columns down for total hours of permit inspection time. COMMENTSlOBSERVATIONS: I HEREBY CERTIFY THAT THE INFORMATION CONTAINED ABOVE IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. NAME TITLE Revision Date:5/5/2016 RECEIVED O C, C 0 �� V1120 CCns S(fpP Plannhng Board subject: C u-ek % r C in o SCTM#-e 1000 - l 14% l t - Date: t CD 1 CSC, Comments, Town Hall Annexi � °w Telephone(631)765-1802 54375 Main Road "�IU����IUI Fax(631)765-9502 P.O.Box 1179 �Pt � Southold,NY 11971-0959 BUILDING DEPARTMENT RECEIVED TOWN OF SOUTHOLD G:C T 0 1 '2020 MEMORANDUM L 6tfibrd "Foml Fllann cn¢g lBoard TO: Donald Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: October 1, 2020 RE 1:f1REME ITS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Matt ituck—Lau rel Libral- Location: 13900 NYS Route 25 Matttuck SCTM# 1000—Section 114- Block I I—Lot 02 Date: October 1,2020 Revised Date: 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE EXISTING USE Library IS A PERMITTED USE IN THIS *RO/R-40 DISTRICT AND IS SO CERTIFIED. *See ZBA file#4725 , Michael J. Vern Chief Building Inspector Southold Tornrn Plannin Board Work Session — Se tember 28 2020 — Pa e 3 Project Name: Mattituck-Laurel Library Amended SCTM#: 1000-114-11-2 (Parking Lot Expansion) Location: 13900 Route 25, Mattituck Description: This proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5 ADA) on 1.5 acres in the RO/R 40 Zoning District, Status Pending Action: Update Attachments: _ 11111 ; Staff Report _ . Project Name: Lebkuecher Standard Subdivision SCTM#: 1000-125.-2-2.2 11-1 m Location: 3475 Aldrich Lane' '& 935 Franklinville Road, Laurel _ _ Description: This proposal is for a Standard Subdivision of a 35.79-acre parcel into two lots, where Lot 1 is 3.66 acres with an existing residential structure and Lot 2 is 32.13 acres with greenhouses in active farm use, in the R-80 and HB Zoning Districts. Status: Pending Action: Sketch Plan Completeness p Attachments: ' Staff Re ort Project Name: Zupa & Paradise Point HOA SCTM#: 1000-81-1-16.7 & Resubdivision 1000-81-3-29 `580 Basin Road ....... _ _ .__ Location: , Southold Description: This resubdivision proposes to transfer 5,240 sq. ft. from SCTM#1000- 81.-1-16.7, the residential parcel, to SCTM#1000-81.-3-29, the road parcel, in order to provide one contiguous common access to the docks owned by the Paradise Point Association. As a result of this resubdivision, SCTM#1000-81.-1-16.7 will decrease from 75,533 sq. ft. to 70,293 sq. ft., and SCTM#1000-81.-3-29 will increase from 20,512 sq. ft. to 25,752 sq. ft. in the R-80 Zoning District. The Zoning Board of Appeals approved the undersized lot area in variance File: 7186, Status: Pending Action: Referral Review Attachments: Staff Report _ Project Name: The Orchards SCTM#: 1000-27-1-3 Location: 2595 Orchard Street, Orient Description: This proposal is for a Clustered Standard Subdivision of a 13.3 acre parcel into five lots where Lot 1 = 9.33 acres including a 1.35 acre building envelope and 7.98 acres of preserved Open Space, Lot 2 = 0.99 acres, Lot 3= 1 .14 acres, Lot 4= 0.92 and Lot 5= 0.92 acres in the R-80 Zoning District. Status: Conditional Sketch Approval Action: DEIS Review Attachments:. Staff Report Discussion. ZBA Request for Comments: Gentlemen's Ridge & Mini-Cedars, w/s/o Stephenson's Road, Orient, SCTM#1000-17-1-11.5 & 2.2. (Hearing: October 1 , 2020) Southold Planning Department Staff Report Site Plan Application Work Session — Review of Submitted Materials Date September 28, 2020 Prepared By: Brian Cummings I. Application Information Project Title: Mattituck Laurel Library Parking Lot Expansion Applicant: Date of Submission: December 6, 2019 Tax Map Number: 114.-11-2 Project Location: 13900 Main Road Hamlet: Mattituck Zoning District: Split: RO / R-40 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 1.5 acres Building size 8,977sf III: Review & Analysis This proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5 ADA) on 1.5 acres in the RO/R-40 Zoning District. A. Existing: a. ±8,978sf 1 —story Library and parking i. 1999 site plan approval in for a 4,285sf addition to existing library b. Surrounding land: i. North: 1. Main Road Route 25 - HB zone 0.66acres to Northwest (Defriest-Grattan Funeral Home); - 0.59 and 0.44 acre RO zoned parcels (residences) ii. West: 1.96 acre HB zoned parcel ("Kardwell" Building currently vacant ); G iii. South: three (3) R-40 zoned parcels 1. 1.04 acres; 2. 0.36acres; 3. 0.37acres iv. East: 1.54 acre split zone RO / R40 parcel (Our Lady of Good Counsel Church) B. Proposed construction: a. Increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5 ADA) • Create an outdoor courtyard garden area in the rear of library; • Provide landscaping, lighting and drainage; b. Lot Coverage (max 20%); 13.7% proposed c. Landscape coverage (no minimum); 47.4% proposed C. With reference to the Planning Board letter dated September 16, 2020: 1. Obtain a highway work permit from the New York State Department of Transportation (NYSDOT) and provide one (1) print of the approved plan to this department; Applicant Response: Conditional approval has been given by the NYSDOT to the library for the modifications at the entrance to the library site. Once the library has contracted with a local General Contractor to furnish the work in the designed plans, the contractor will be able to pull the permit for the work at the entry to the site from NYSDOT. Once the permit is pulled a copy will be forwarded to the Planning Board office for your record. The work as required by NYSDOT is shown in the submitted drawings incorporating a new street crossing from the North side of SR 25 adjacent to the entry to the library. This will create further accessibility for a walkable community library. 2. Please provide the items listed below on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may 2 necessary in order to provide clear, legible plans that effectively convey all necessary information. Note: a draft electronic site plan (PDF) including the items listed below is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. a. Provide the following items pursuant to Town Code Chapter 236 for Storm Water Management as specified by the Town Engineer: i. Provide drainage before the SR 25 curb cut to capture runoff before it enters the State ROW; i, Revise all details that show recycled or crushed concrete to note that NYSDOT Specification RCA must be used; iii. The drywell detail specifies a 12' diameter ring but the drainage design specifies that 10' diameter rings will be utilized. This should be clarified and made consistent. iv. The permeable paver hardscape is to be installed directly above an existing drywell of unknown depth and dimensions. Ensure that the location of the proposed hardscape does not conflict with the existing drainage structure or the piping that connects it to the roof downspouts. Submitted: yes, all included or noted on sheet C-4 of the site plan packet; b. Provide the following on the landscape plans: i. Note: Existing landscape areas and mature trees must be preserved to the greatest extent practicable. ii. Provide at least six (6) White Pine evergreen plantings in lieu of the six (6) Nellie Stevens Holly at 5-6' high and 6' on center. Submitted: yes, all included or noted on sheet L-1 of the site plan packet; c. Provide a revised photometric plan consistent with §172 of the Town Code, and the following requirements: i. The photometric plan must show foot candle (fc) values extending from the light source to the property lines, every 10 feet, continuously throughout the site. Foot candle values must be shown to the property lines or until they reach O.Ofc. 5.Ofc is the maximum allowed by Code on site however less than 5.Ofc is strongly encouraged in this location. < 5.Ofc can achieve adequate site lighting; ii. Within the informational table on the photometric plan, provide all fixture details including: quantity, height proposed, color temperature (<_ 3000K), lumens per fixture, total lumens proposed on site, and the total lumens permitted on site. Pursuant to Town Code §172, the maximum lumens permitted for this site is 37,500 (1.5 x 25,000 = 37,500). • 43,317 lumens are proposed (+5,817) on the photometric plan; Response: 36,602 lumens proposed for total of sixteen (16) fixtures • The four (4) proposed bollards show a 4100K color temperature. This is not Code compliant and must be revised or removed; Response: now provided at 3000K • The Planning Board recognizes the need for safe lighting on site; however, please consider reducing or consolidating the number of pole light fixtures in the rear of the proposed parking area in the effort to achieve minimal disturbance to adjacent parcels, and safe on-site lighting. Response: rear parking area light poles are proposed at 8'high (6 total, "D10" on plan) main parking light poles provided at 12' high (2 total, "A14" on plan). iii. Include specifications, details and illuminance values for any sign light fixtures proposed for the freestanding sign. Fixture details must be included within the information table and accounted within the total lumens permitted on site; - Note: The lighting on the face of the main sign shall not exceed 5.Ofc. Response: a sectional is provided on sheet EL1.01 showing the face of the sign to be less than 5.Ofc. It is proposed to be lit from above by two (2) fixtures @ 2700K each. 4. iv. If security lighting is needed, use motion-sensors during off- hours and identify these fixtures on the photometric plan. Response: off-hours security lighting not proposed for this project Submitted: yes, all included or noted on sheet EL-1.01 of the site plan packet. 3. Due to the potential presence of archeo-sensitive or historic structures and materials on site, an archeological investigation is encouraged for the proposed area of disturbance. Response: As the library is unique to its community and is a repository for information of the community's history and culture, the library is very interested in what may come to light as part of this project. The library is currently looking at options on how they will approach the site improvements and how this may expose artifacts of archeological, historical, or cultural interest. V: Planning Board items to consider: Once a Highway Work Permit from the NYSDOT has been obtained as detailed above, all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met. Consider the following as a potential condition to site plan approval, to be met prior to the Chairman endorsing the plan (stamp/signature): 1. Obtain a Highway Work Permit from the NYSDOT and provide a copy of all permit materials to this office. 5 E I-I L DIY . .,,.E` _.._...D September:21,2020 1ttrlllttGr.1 Town Mr.Brian umnr.ings 1 annitng IBoard Planner Planning Board Office '.['o wn Hall.Annex 54375 State Route 25 BEATTY HARVEY COCO Southold,NY 11971 ARCH I T E C T 5 , L LP NEW YORK I MARYLAND Re: Site Improvements at the Mattituck-Laurel Library Mr. Cummings: We are .in receipt of your comments dated September 16, 2020 generated from the Planning Board`IXi`ork Session on September 14,11,2020. 'iYv'e have reviewed and addressed the comments as follows: t l tkraarzry nvrk, J)ervrrrt' .fro1x tlae .Neva York: Stale Department o���r^aazrr zx 1r1..„ ,k r an-jportaati zasz (N),'1`l..ii.l"i) axszrl prarrrzde one ('1).err°feat atl'r'!ae qj)prrra,�ezl a rare tar z".rd.s deltrrar-traaerrt Conditional approval has been given Ivry tl-re NYSOOT to the librna.ry for the modifications at the entrance to the library site. Once the library has contracted with a local.General Contractor-to furnish the work in the designed plans, dae contractor will be able to pull the permit.for:the work at the entry-to the site from 1 YS:IDOT. Once the permit.is pulled a copy will be forwarded to the Planning Board Office for:your record. The work as required by NYSDO I' is shown in the submitted drawings incorporating a new street crossing from the North side:of SR 25 adjacent to the errtr.l to tIre library. This will create further accessibility for a walkable commUl-city libra.r-�'. 2.rrr.i 1lrrraride dradanaee befbre the 1 N.k 2_I an b a°zat to (,,aptur e rrrrraal,l leefoy e it enter r the.l-a le R 011' 1lcsp_ponsc: 14s designed, all ons:ite runoff will be captured on.site arsd no runoff will rnigrate to the State.FLOW. Runoff at the.rro:rth entrance to the site will be r_aptu.red by the e:yist:ing drainage structure On the east side of tyre entry roadtvav towards the building entrance to the library. 7.ra.ti Rem.^r.ii'e all details lb at .advnr rrcyc'led or rrrasl)ed ceerc°rrte to azete tlrcat 1\[)".1'fyOT ))ec.ificahon 1' ,A raara.r`t be useel, IN[W`dC:)IR K 1300`aV`r,h 4*a'Iwigin oi,fserad stfitaie W2 V{� g `^+cue reprised note requiring the i.rse of NYSOO.l. Spec RCA in mc vfll> IIa` I r rn the Asphalt Pas 'erncnt Section detail on drawing C 4. 631.1300 1010�kj www.bhc-architects.com BEATTY HARVEY COCO 2.a,iii Yhr a 12'efiameler no�p bul lbe Jnjinqge desi n y)ec-#ief fhed /0' A R CH ITECTS, L L P dianyelerrin iivillbputifirlfd. NEW YORK MARYLAND T� Rcsj)onset See revised reference to 1.0'.-0" diameter ring in Drywell detail on drawing C-4. 2,a,h) Tbe lvrmeable paver hank;(,,ape 1S to be inslalled direedly above an dr)well unknown deph and diivension,j;. Ensure 1h,-,u'the loc,,-ifion of the prryewed hardscape doef nol collAd)vilb Me exidi)i eirruna e 07,alurr or the J)ipiazy;/bat(onneds it to the ro Of down q)ouls The proposed hardscaping shown to be installed over the existing roof drainage diyNvell will not conflict with the eXistin.ginstallation of this drywell or associated piping. 2.b i Nole:F,.xi;fin. landmayee areas and nialure frees niusl bejvrserved to ihe,qrra1erI exten/ �01 practicable. See note added to drawingL-1 Landscaping Plan. 2,It ii Provide al leayt six (0') Irlhile Pine eve near planIJ)ig;v in Aeu of Ibe rix (0 Nellie, ,S'terens-1.lolly al 5-6'hi gh and Con tonler, 12j)Lse See rew ired d Plant List on drawing L-1 Landscaping Plan — changing 6 of the 12 Nellie Stevens Holly's to Eastern XVM- te Pine as requested. 2,ni "tilde"bolomeiric plan Inu-1 Yho)v loot dandle (/�) valkr ewlendnipfio'n?the 1�.,gbl sourte to the proper!y linef, eveay I 0.1eel, confinuou,u!,�/Invit bout the.41e. Fool twiddle value.P musl be.chorea? to ties 1%rqperly hnej-or unfil thoy rrad,,15 0, 5'. ij the maxi?,vully allo;ved dry (.-'0de on We however An Man.5'.()fc h ftroiiyl), encourej ed in thiir localion. 5.0/(,,can achirve adequede vile/i hlin�,, Rcsponscu Please see the revised .Photometric Plan on drawing EL1.01. showing all lighting levels to property line until they reach 0.0fc. 2.c,ii Wi/hin the informational laable on the pholomefric Plan, lvvi)ide all)d.y1urer delaili- quanlrly, hriphiprolv,fe(d, olot lenil)erahtre I -.30001<), bovensperfixlure, Io1a1ht11,?rn,j-Pn)1.med on,jile, and the lolaliilliieii,irpei7,-,,illeei area.cile. Puy-Uleinl lo Tovn Cadej'172, the area-.,cikury himen,ii,perwilled,16r,lhii; 41e 1.11-37,300 (1,5 x 2,5,000 -371500). • 1-31,317 luineni�care proposed(d--5,811)on lbepholon1drie plan, - See updated Site Lighting Fixture Legend on drawing EL1.01 showing updated lurnens allo-wed and lumens provided. BEATTY HARVEY COCO T'Iyefiour(4)propo.�ed bollayris fboua a; 100K color Imiperalure. This ii�nol ARCHITECTS , LLP C"ode roinphant and inust be rrvi.ded or rrnioved; NEW YORK MARYLAND See updated Site Lighting FLiXture Legend on drawing ELLOI -with revised spec on lighting fixture BLRD for the bollards indicating 3000K color. • T'he Planniq,Board recofriifd.es the needf6r r-qfe iaPbtin on rile;bo)veverypleaie con.fide?-irduciqf;or con.jahelanzC' Ibe number of poled 6vr�_ in the rear of the " proposed park-4q, area in the effoyl to achieve mini Taal dislurbance A; a(iiacent panrlr, and wfe on-file h�yhfiq Response: As shown in the photometric plan approximately.He is provided along the Southernmost curb line below the average of I fc recomrnended by the Illuminating Engineering Society(JES)for safe on-site lighting. Acknowledging the proximity of the residential area to the South of the site, the design also calls for low 8'-0"high light poles along with dense evergreen plantings along the edge of th.e lot lining the 50'-0"buffer placed at the south property line. Z c.iii Include sec�, c wpfi a l7efir ai ;�Pn 1�vli(r,,,ir )Y)osed 0 , , PrT for"lee ft-sedan diiiaa,infra. Fixlure delailf muft be included irWhm The inlbiynaPon table and atrounted Within the lolal limens perzvilled on - Nole,° The on lljeftce ql"Ihe main wqyn shallnol evcped_5a(ffi,�. Response: Additional information via enlarged photometric Plan and elevation of the sign. have been provided on drawing EL1,01. Lig]-.Iting does not exceed 5.Ofc. Dra"VingEL1.02 was added to add further detail to the street sign and show the arrangement of lighting on the proposed sign. b Lighting details were also moved to this sheet. 2,cliv U seeuri!y if needed, use molion-renrorr adrariadd, o§holwru and idenlafjr these, fivlures on the pbolonielric Plan, Response: Off-hours security lighting is not required for this project. 3. Oue Io the ljolenfiallmesence q/anJxo-.wn,uhre or and waleflelh-oil splc, (in 1. ,�Ifion ,11�lvn ow qued An-!he proIxised arra ql'disli�rbunce, Response: As the library.is unique to its community and.is arepository for information of the community's history and culture, the library is very interested in what..may come to light as part of this project. The library is currently looking at options on liow they will approach the site improvements and how this in-ty expose artifacts of archaeological, historical,of cultural interest. REATTY HARVEY COCC Please let us know should any further detail need to be provided, AR C H I T E C T S , LLP NEW YORK MARYLAND Christopher Sr..A.ssocia G.e uc:sskakic.lxnchl , S1111.) Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date September 14, 2020 Prepared By: Brian Cummings I. Application Information Project Title: Mattituck Laurel Library Parking Lot Expansion Applicant: Date of Submission: December 6, 2019 Tax Map Number: 114.-11-2 Project Location: 13900 Main Road Hamlet: Mattituck Zoning District: Split: RO / R-40 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 1.5 acres Building size 8,977sf III: Review & Analysis This proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5 ADA) on 1.5 acres in the RO/R-40 Zoning District. A. Existing: a. ±8,978sf 1 —story Library and parking i. 1999 site plan approval in for a 4,285sf addition to existing library b. Surrounding land: i. North: 1. Main Road Route 25 HB zone 0.66acres to Northwest (Defriest-Grattan Funeral Home); - 0.59 and 0.44 acre RO zoned parcels (residences) ii. West: 1.96 acre HB zoned parcel ("Kardwell" Building currently vacant ); 1 iii. South: three (3) R-40 zoned parcels 1. 1.04 acres; 2. 0.36acres; 3. 0.37acres iv. East: 1.54 acre split zone RO / R40 parcel (Our Lady of Good Counsel Church) B. Proposed construction: a. Increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5 ADA) • Create an outdoor courtyard garden area in the rear of library; • Provide landscaping, lighting and drainage; b. Lot Coverage (max 20%); 13.7% proposed c. Landscape coverage (no minimum); 47.4% proposed C. Parking Required: • Library (Auditorium) @ 1 per 50sf, not less than 1 per 4 seats Seating Areas o First Floor: 4,831 o Basement: 2,101 o Total: 6,932 / 50 = 138.64 or 139 TOTAL stalls required = 139 TOTAL stalls provided = 58 (5ADA) D. Public Hearing held and closed. Concerns were noted from adjacent (rear) neighbor(s) regarding the proposed extent of clearing, what that setback is and what is proposed to be planted there; Staff: the parking lot is proposed to expand by approximately 65' to the rear and the plan shows the removal of four (4) existing trees on site. The proposed parking area will maintain at least a 50' separation distance from the edge of the rear parking area to the rear property line. Supplemental vegetation is proposed on the perimeter of the parking area; E. Referrals (summaries of comments received. Full reports available in the file) 1. Office of the Engineer: 1. The applicant must obtain a permit from the New York State Department of Transportation (NYSDOT) to cover improvements made to the curb cut onto Main Road (SR25) and other improvements proposed within the State ROW; 2: Provide drainage before the SR 25 curb cut to capture runoff before it enters the State ROW; 3. Revise all details that show recycled or crushed concrete to note that NYSDOT Specification RCA must be used; 4. The drywell detail specifies a 12' diameter ring but the drainage design specifies that 10' diameter rings will be utilized. This should be clarified and made consistent. 5. The permeable paver hardscape is to be installed directly above an existing drywell of unknown depth and dimensions. Ensure that the location of the proposed hardscape does not conflict with the existing drainage structure or the piping that connects it to the roof downspouts. 2. Fire Marshall: No comments or concerns regarding the proposed site plan 3. Mattituck Fire District: The MFD reviewed the above site plan and determined there is adequate fire protection service and access; 4. Suffolk County Planning Commission (SCPC): exempt 5. LWRP CONSISTENT with the LWRP provided the Planning Board considers and requires the following recommendations to further the below listed policies to the greatest extent practicable: 1. The Town's ArcGIS identifies the parcel as within an archeo- sensitive area. The NYS CRIS system was also referenced to determine if the parcel is archeo-sensitive or contains historic structures. There are no New York State indicators that the parcel contains archeo-sensitive areas or structures; however, local, historical knowledge identifies the parcel as a potential location where the British Army camped during the American Revolutionary War. An archeological investigation is recommended. 4 2. The Plant list table shown on page L-1 and L-2 includes species that are not indigenous or on the Southold Town Planning Board Native/Natural Buffer Plantings Specif8ications. It is recommended that the Board further this policy by including a greater number of native, drought tolerant plants while recognizing that the proposed area where the plantings would be located is designed to be a public open space. F. Exterior Lighting: A photometric plan is provided on sheet EL1.01 of the site plan packet; Fifteen (15) exterior light fixtures are proposed: �m....... _. ...�..,, — Two2) pole light 12' high (d) 3000K 2 = 9,192 lumens .Four (4) bollards a� 41 00*K 4 = 5,136 Seven (7) pole lights 8' high @ 3000K 7 = 22,547 ( ) p g ' high a@ 3000K 2 = 6,442 .....Two 2 pole lights-" 2 ...............�. W_,.....-...._ Total Lumens proposed: 43,317 Total Lumens permitted (1.5ac X 25,000) = 37,500 Difference of 5,817 lumens Staff: the photometric plan is comprehensive and provides a lot of Code required information; however; the photometric plan cannot be verified as compliant at this point. The proposed plan does not meet the Code in the following areas: • The maximum lumens permitted for this site is exceeded by 5,817; • Proposed Bollard light fixtures exceed the maximum color temperature of 3000K (4100K proposed). For LED fixtures, 2700K or less is encouraged; • Main sign lighting is shown on the sign rendering but is not accounted for on the photometric plan proposed; • Show all foot candle values extending to the property lines or until they reach zero (O.Ofc) G. Landscaping: proposed landscape details are provided on sheet L-1 and L-2 for the overall site planting (L-1) and courtyard planting (L-2) design V: Planning Board items to consider: 1. Consider and accept the recommendations of the LWRP; 4 2. Require the applicant to: a. Obtain a Highway Work Permit from the NYSDOT; 3. Provide all required items on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. a. Provide all requirements as specified by the Town Engineer: b. Consider providing at least six (6) White Pine evergreen plantings in lieu of the six (6) Nellie Stevens Holly at 5-6' high and 6' on center. c. Existing landscape areas and mature trees must be preserved to the greatest extent practicable. d. Provide a revised Photometric Plan consistent with Chapter 172 and the analysis above for exterior lighting. A previously approved photometric plan can be provided as an example. Note: a draft electronic site plan (PDF) including the items listed above is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. 5 OFFICE LOCATION: � � MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov enumr� PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 16, 2020 Mr. Christopher Sepp 1300 Walt Whitman Road Melville, NY 11747 Re: Amended Site Plan for Mattituck-Laurel Library (Parking Lot Expansion) 13900 Route 25, Mattituck SCTM#1000-114-11-2 Dear Mr. Sepp: I am writing as a follow-up to the Work Session held on September 14, 2020 where the Planning Board reviewed the above-referenced Site Plan Application and required the following: 1. Obtain a highway work permit from the New York State Department of Transportation (NYSDOT) and provide one (1) print of the approved plan to this department; 2. Please provide the items listed below on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may necessary in order to provide clear, legible plans that effectively convey all necessary information. Note: a draft electronic site plan (PDF) including the items listed below is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. a. Provide the following items pursuant to Town Code Chapter 236 for Storm Water Management as specified by the Town Engineer: i. Provide drainage before the SR 25 curb cut to capture runoff before it enters the State ROW; Mattituck Laurel Library Page 12 September 16, 2020 i. Revise all details that show recycled or crushed concrete to note that NYSDOT Specification RCA must be used; iii. The drywell detail specifies a 12' diameter ring but the drainage design specifies that 10' diameter rings will be utilized. This should be clarified and made consistent. iv. The permeable paver hardscape is to be installed directly above an existing drywell of unknown depth and dimensions. Ensure that the location of the proposed hardscape does not conflict with the existing drainage structure or the piping that connects it to the roof downspouts. b. Provide the following on the landscape plans: i. Note: Existing landscape areas and mature trees must be preserved to the greatest extent practicable. ii. Provide at least six (6) White Pine evergreen plantings in lieu of the six (6) Nellie Stevens Holly at 5-6' high and 6' on center. c. Provide a revised photometric plan consistent with §172 of the Town Code, and the following requirements: i. The photometric plan must show foot candle (fc) values extending from the light source to the property lines, every 10 feet, continuously throughout the site. Foot candle values must be shown to the property lines or until they reach O.Ofc. 5.Ofc is the maximum allowed by Code on site however less than 5.Ofc is strongly encouraged in this location. < 5.Ofc can achieve adequate site lighting; ii. Within the informational table on the photometric plan, provide all fixture details including: quantity, height proposed, color temperature (` 3000K), lumens per fixture, total lumens proposed on site, and the total lumens permitted on site. Pursuant to Town Code §172, the maximum lumens permitted for this site is 37,500 (1.5 x 25,000 = 37,500). • 43,317 lumens are proposed (+5,817) on the photometric plan; The four (4) proposed bollards show a 4100K color temperature. This is not Code compliant and must be revised or removed; Mattituck Laurel Library Page 13 September 16, 2020 • The Planning Board recognizes the need for safe lighting on site; however, please consider reducing or consolidating the number of pole light fixtures in the rear of the proposed parking area in the effort to achieve minimal disturbance to adjacent parcels, and safe on-site lighting. iii. Include specifications, details and illuminance values for any sign light fixtures proposed for the freestanding sign. Fixture details must be included within the information table and accounted within the total lumens permitted on site; - Note: The lighting on the face of the main sign shall not exceed 5.Ofc. iv. If security lighting is needed, use motion-sensors during off-hours and identify these fixtures on the photometric plan. 3. Due to the potential presence of archeo-sensitive or historic structures and materials on site, an archeological investigation is encouraged for the proposed area of disturbance. If you have any questions regarding this Site Plan or its process, please do not hesitate to contact this office. Respectfully, w.,t .. Brian Cummings Planner Southold Town Planning Board Work Session — September 14 2020 — Page 4 Project Name, Mattituck-Laurel Library Amended SCTM#: 1000-114-11-2 (Parking Lot Expansion) Location: 13900 Route 25, Mattituck Description: This proposed amended site plan is to increase the existing parking area '. by 24 spaces, from 34 spaces to 58 spaces (including 5 ADA) on 1.5 acres in the RO/R-40 Zoning District. Status, Pending Action: I Referral Review Attachments: Staff Report Project name: Koehler Standard Subdivision SCTM#: 1000 115-10-1 Location; 4180 New Suffolk Avenue, on the southeast corner of Marratooka Road and New Suffolk Avenue, Mattituck e... _ _ _ Description: This proposal is a Clustered Standard Subdivision of a 14.9 acre parcel into seven lots where Lot 1 equals 0.8 acres; Lot 2 equals 0.9 acres; Lot 3 equals 1.11 acres; Lot 4 equals 0.71 acres; Lot 5 equals 0.66 acres; Lot 6 equals 0.7 acres; Lot 7 equals 9.5 acres inclusive of 8.72 acres of Open Space, located in the R-80 Zoning District. This property includes a proposed road totaling 0.54 acres. a . Status: Conditional Preliminary Plat Approval Action: Final Plat Application Completeness Attachments: Staff Report Project Names Indian Neck Farm Amended SCTM#: 1000-97.-9-12 & 10.4 1000-98-1-2.1 & 27.1 Location: 3595 Skunk Lane and 4170 Indian Neck Lane, Peconic . . .......... Description: This amended agricultural site plan application is for the proposed construction of two curb cuts for access to Skunk Lane and the closure of an existing curb cut to Indian Neck Lane, for an existing farm comprising of four parcels totaling +132 acres with over 20,000 sq. ft. of existing buildings in the AC Zoning District. Status: Pending .. Action: I Review for Completeness & Site Visit Attachments: Staff Report Project Name; Northside Beverage SCTM#: 1000-122-7-6.7 Location: 1795 Old Main Road, Laurel Description: This proposed site plan is for the conversion of an existing 5,195 sq. ft, storage building into wholesale/retail beverage distribution, office and storage on 1 A acres in the General Business (B) Zoning District. Status: Approved Action: Review for CO Attachments: Staff Report SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 �� ��, Fax. (631)-765—9015 N1I0,r-"4 f A��S,,0ruA; bt.rtlGIN��P,,mlkl�l'r OFFICE OF THE ENGINEER TOWN OF RECEIVED Brian Cummings June 30, 2020 4 Southold Town Planning Department F)6f�-irsFcf r 6'w' _f 54375 Main Road Planning Board Southold, New York 11971 ._ ._. - Re: Mattituck-Laurel Library Parking Lot Expansion SCTM #: 1000 — 114. — 11 —2 Dear Mr. Cummings: As per a request from your office, I have reviewed all ten drawings comprising the Mattituck-Laurel Library Site Improvements prepared by Todd A. Harvey, R.A., Michael Marinis, P.E., and Robert S. Retnauer, R.L.A., dated December 5, 2019. Please have the applicant submit a revised Site Plan that addresses all of the following: 1. The applicant must obtain a permit from the New York State Department of Transportation (NYSDOT) to cover improvements made to the curb cut onto Main Road (SR25) and other improvements proposed within the State Right of Way. 2. Provide drainage before the SR25 curb cut to capture runoff before it enters the State Right of Way. 3. Revise all details that show recycled or crushed concrete to note that NYSDOT Specification RCA must be used. 4. The drywell detail specifies a 12' diameter ring but the drainage design specifies that 10' diameter rings will be utilized. 5. The permeable paver hardscape is to be installed directly above an existing drywell of unknown depth and dimensions. Ensure that the location of the proposed hardscape does not conflict with the existing drainage structure or the piping that connects it to the roof downspouts. If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, P.E. Town Engineer OFFICE LOCATION: N° � n MAILING ADDRESS: Town Hall Annex ��i �� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971Y Telephone: 631 765-1938 e-4 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM Subf RECEIVED To: Donald Wilcenski, Chair I �`w� �� , Town of Southold Planning Board ry��i.otkm�IcP down.,,_, From: Mark Terry, Assistant Town Planning Director Planning Board LWRP Coordinator Date: March 29, 2020 Re: Mattituck-Laurel Library Amended (Parking Lot) Location: 13900 Route 25, Mattituck,NY SCTM#: 1000-114-11-2 Zoning District: RO and R-40 This proposed amended site plan is to increase the existing parking area by 24 spaces,from 34 spaces to 58 spaces(including 5ADA) on 1.5 acres in the RO/R-40 Zoning District. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is CONSISTENT with the LWRP Policy 2.2. Protect and preserve archaeological resources. A. Conduct a cultural resource investigation when an action is proposed on an archaeological site,fossil bed, or in an area identified for potential archaeological sensitivity on the archaeological resources inventory maps prepared by the New York State Department of Education. 1, Conduct a site survey to determine the presence or absence of cultural resources in the project's potential impact area. The Town's ArcGIS identifies the parcel as within an archeo-sensitive area. The NYS CRIS system was also referenced to determine if the parcel is archeo-sensitive or contains historic structures. There are no New York State indicators that the parcel contains archeo-sensitive areas or structures; however, local, historical knowledge identifies the parcel as a potential location where the British Army camped during the American Revolutionary War. To meet Policy 2.2 an archeological investigation is recommended. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality: The Plant List table shown on the Landscape Plan dated December 6, 2019 includes species that are not indigenous or on the Southold Town Planning Board Native/Natural Buffer Plantings Specifications. It is recommended that the Board further this policy by included a greater number of native, drought tolerant plants while recognizing that the proposed area where the plantings would be located is a desi9gned to be a public open space Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings,Planner ATTITUCK FIRE DISTRICT PO BOX 666, PIKE STREET MATTITUCK, NEW YORK 11952-0666 Commissioners David F.Haas,Chairman Jessica Harris,Secretary Amy Ball,Treasurer Brian V.Williams,Vice Chairman James D. Roache Jason P. Haas Edward Hanus Jr. March 11, 2020 N/IM' 20120 Southold Town Planning Board arnoeg Board Attn: Brian Cummings P O Box 1179 Southold, NY 11971 Re:Laurel Stone Cell Tower SCTM#: 1000-122.-6-35.4 Mattituck Laurel Library Parking Lot Expansion SCTM#: 1000-114.-11-2 Dear Mr. Cummings; The Mattituck Fire District and Mattituck Fire Chiefs have reviewed the above-mentioned Site Plans and do not have any recommendations as long as roads and drives within the site plan are constructed and maintained to Southold Town Code (280-109c). If you require any additional information please do not hesitate to contact me. Sincerely, f Cxv .. arrts- Jessica Harris Fire District Secretary cc: Board of Fire Commissioners Chief Office (631) 298-8837 Facsimile (631) 298-8841 From: Cummings, Brian A. Sent: Friday, February 14, 2020 2:44 PM � � h f ,". D To: Michaelis, Jessica Subject: FW: 13900 RT 25 Mattituck- Laurel Library TM# 114.-11-2 p[3 1 4 2020 so1.idhok'J ov"'In II annhrig BO arrl From: Baylinson, Lester Sent: Friday, February 14, 2020 2:34 PM To: Cummings, Brian A. Cc: Silleck, Mary Subject: 13900 RT 25 Mattituck- Laurel Library TM# 114.-11-2 Hi Brian, there are no open violations at this time. 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ; n P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � Southold NY �" v� Telephone: 631 765-1938 ' www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Code Enforcement Officer Robert Fisher, Fire Marshal James Easton, Fire Marshal From: Brian Cummings, PlanneR Date: February 13, 2020 Real Proposed Amended Site Plan for Mattituck-Laurel Library Parking Lot Expansion 13900 Route 25, Mattituck SCTM#1000-114.-11-2 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5ADA) on 1.5 acres in the RO/R-40 Zoning District. Thank you for your cooperation.: Lase►fiche: Planning, Applications, Site Plans, Pending, SCTM#1000-114.-11-2 No ©Pen i/iola-rions a� PCs fi��e - OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 � '`�, � � mK Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov a coull PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Damon Rallis, Building Permits Examiner From: Brian Cummings, Planne� Date. February 13, 2020 Re: Proposed Amended Site Plan for Mattituck-Laurel Library Parking Lot Expansion 13900 Route 25, Mattituck SCTM#1000-114,11-2 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5ADA) on 1.5 acres in the RO/R-40 Zoning District. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex - P.O. Box 1179 54375 State Route 25 � � p Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY ���� Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Code Enforcement Officer Robert Fisher, Fire Marshal James Easton, Fire Marshal From: Brian Cummings, Plannes�) Date: February 13, 2020 Re: Proposed Amended Site Plan for Mattituck-Laurel Library Parking Lot Expansion 13900 Route 25, Mattituck SCTM#1000-114,11-2 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5ADA) on 1.5 acres in the RO/R-40 Zoning District. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-114.-11-2 OFFICE LOCATION: ka MAILING ADDRESS: Town Hall Annex , � � � � P.O.Box 1179 54375 State Route 25 �" µ k Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov VU : Z PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Plann , Date: February 13, 2020 Re: Request for Review Proposed Amended Site Plan for Mattituck-Laurel Library Parking Lot Expansion 13900 Route 25, Mattituck SCTM#1000-114.-11-2 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5ADA) on 1.5 acres in the RO/R-40 Zoning District. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-114.-11-2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��` \ ,. P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) p'w' �.� Telephone: 631 765-1938 Southold, NY " www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planne&�) Date: February 12, 2020 Re: Proposed Amended Site Plan for Mattituck-Laurel Library Parking Lot Expansion Application Name: Mattituck-Laurel Library Parking Lot Expansion Tax Map Number: 1.000-114.-11-2 Location: 13900 Route 25, Mattituck Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated. Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated:12/5/19 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Descri t ry,: This proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5ADA) on 1.5 acres in the RO/R-40 Zoning District. Thank you for your cooperation. OFFICE LOCATION: .r m a MAILING ADDRESS: Town Hall Annex " P.O.Box 1179 54375 State Route 25 � �� � ` Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY � www.southoldtownuy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORAND To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner&) Date: February 13, 2020 Re: Request for Review Proposed Amended Site Plan for Matttuck-Laurel Library Parking Lot Expansion 13900 Route 25, Mattituck SCTM#1000-114.-11-2 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5ADA) on 1.5 acres in the RO/R-40 Zoning District. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS:. Town Hall Annex * P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY � kyp� Telephone: 631 765-1938 www.southoldtownny.gov 31 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 12, 2020 Mr. John Harrison c/o Mattituck Fire District P.O. Box 666 Mattituck, NY 11952 Re: Request for Review Proposed Amended Site Plan for Mattituck-Laurel Library Parking Lot Expansion 13900 Route 25, Mattituck SCTM#1000-114.-11-2 Dear Mr. Harrison: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5ADA) on 1.5 acres in the RO/R-40 Zoning District. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, s Brian Cummings Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) �� � �� w�^u Southold, NY �y, Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 11, 2020 Mr. Christopher Sepp 1300 Walt Whitman Road Melville, NY 11747 Re: Public Hearing - Mattituck-Laurel Library Amended Site Plan (Parking Lot) 13900 Route 25, Mattituck SCTM#1000-114-11-2 Dear Mr. Sepp: A Public Hearing was held by the Southold Town Planning Board on Monday, February 10, 2020 regarding the above-referenced application. The Public Hearing was closed, with the record held open for written comments until Monday, February 24, 2020. If you have any questions regarding the above, please contact this office. Respectfully, Crc V Donald J. Wilcenski Chairman Submission fl/ithout a Cover Lettef- _ Sender: I e-C �y 1� �devn 6 ��:B 0 7 211i0, Subject: �Q-�'�CK- YAUL(-e1 L,b(CI _� � durui J 4,ig Ord SCTM#: 1000 - \\4-.—k\- oZ. Date: I o-to)7 Comments: cands Ili i AFFIDA" IIT OF POSTING This is to serve notice that I personally posted the property known as Of acs,rf�. i by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remain d in place for at least seven days prior to the date of the public hearing on b I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on a �/Vvw. ��...; Your Name ( rint) Signatk ' Iryq �r �I I V) 'l �w�^ "4,H ��4 a.LL"B Address . � Z Date M Notary Public iry DE Fkr r`141 4��d6kM �14I% otyua pi `w�:r +fsa PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon Fri. 2/7/20 Re: I'yl' ttituck-Laurel Library Amended Parkin Lot SCTM#s: 1000- 114.-11-2 Date of Public Hearing: Mondlay, February 10 2020 6.02 p.m. mn � .ni mm I �, 4'kb mio .nn mni um u mn Immi mlw limm ��b A A Iww Im mw Er m. u Ln m . mm o^ HU 'r '�L i � a �, ur oEr rcr' J r —a Cara shim Mail req MATgt �� Y ru #3 « d brf cd asPl A sa ' � B c ., rl.l $.�i 5 1 r �" ���, �IllhwtlaarcrrtilFivwa�raNluuuoauhr9ualgl .., k` ar11. 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Ree, ✓6. 1 4.-11-26 ®- 7,C110kcie", /7. 40.-3-2 , 40.- -2 A 14 .-3- 0 ` TYPESET: Tue Jan 28 13:00:02 EST 2020 LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that,pursu- ant to §276 of the Town Law, and Article XXIV of the Southold Town Code,a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road,Southold,New York,on the loth day of February, 2020 on the question of the following: 6:01 p.m. Proposed Amended Site Plan for Peconic Landing Duplex Conversions(5),lo- cated at 1205 Route 25,Greenport,Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-35-1-25 6:02 p.m. Proposed Amended Site Plan for Mattituck-Laurel Library (Parking Lot Ex- pansion), located at 13900 Route 25, Mat- tituck,1bwn of Southold,County of Suffolk, State of New York,Suffolk County Tax Map Number 1000-114-I1-2. 6:03 p.m. Proposed Standard Subdivision for Harold R.Reeve&Sons,Inc.,located at 1605 Wickham Avenue,on the n/s/o County Road 48,approximately 190' w/o Wickham Avenue, Mattituck, Town of Southold, County of Suffolk,State of New York.Suf- folk County Tax Map Number 1000-140-1-6 Dated: 1/22/2020 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J.Wilcenski Chairman 2443830 #0002443830 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) , _Kimberl_, Oersic __,_ of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of TH U 1 F ).1 1 `l I11 ES ,a weekly newspaper,published at Mattituck,in the Town of Southold,County of Suffolk and State of New York,and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks(s), successfully commencing on 01/30/2020 Principal Clerk V Sworn to before me this_...., day of BhIMA,N"VBiA .fla:; NO DVV06M51050 Y� ;t,16°riidi a G i N'r;a�bdeR . fl�P rr5a 2?. >oJ 0 OFFICE LOCATION: n < MAILING ADDRESS: Town Hall Annex P.O.Box 1179 . � 54375 State Route 25 y; „�t4 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY www.southoldtownuy.gov e Cou yw ,'1 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 14, 2020 Mr. Christopher Sepp 1300 Walt Whitman Road Melville, NY 11747 Re SEAR Classification & Set Hearing Mattituck— Laurel Library Amended Site Plan (Parking Lot) 13900 Route 25, Mattituck SCTM#1000-114-11-2 Dear Mr. Sepp: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, January 13, 2020: WHEREAS, this proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5ADA) on 1.5 acres in the RO/R-40 Zoning District; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, February 10, 2020 at 6:02 p.m. for a Public Hearing regarding the Site Plan entitled "Mattituck— Laurel Library Site Improvements" prepared by BHC Architects dated December 5, 2019. The public hearing packet regarding the Town's notification procedure and the sign & past will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Mattituc Page 2 Janugn L14,2020. Please return the Affidavit of Postin included in the acleet along with the certified :he si ned Teen return receii t cards before 12: . noon on Friday, February 7 IP�0w The si n and the post need to he returned to the P'lann,ing Board Office after the public hear n is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encl. Notice to Adjacent Property Owners Mattituck Laurel Library 13900 Main Road, Mattituck, NY SCTM#1000-114.-11-2 1. 114.-11-1 2. 114.-11-27 3. 114.41-24.1 4. 114.-11-24.3 5. 114.41-25 6. 114.-11-26 7. 140.-3-28 8. 140.-3-29 9. 140.-3-30 Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-114.-11-2; 3. That the property which is the subject of this application is located in the RO and R-40 Zoning District; 4. This proposed amended site plan is to increase the existing parking area by 24 spaces, from 34 spaces to 58 spaces (including 5ADA) on 1.5 acres in the RO/R-40 Zoning District; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2"d FI., Former Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet., 1. Go to the Town of Southold website www southoldtownny.gov; 2, Click on Town Records Weblink/Laserfiche icon located on the home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: Jes i aM southoldtownn . gov; 6. That a public hearing will be held on the matter by the Planning Board on Monday, February 10 2020 at 6:02 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: Mattituck-Laurel Library Date: 1/17/20 - - 104 WR j= - L �t. 06 03 w tt t - d J v k� �F f i KK nV _ ae - l i C PAN ery Tax 5ernce Ag Fs _.. v [ � 114 0 SOUiHOID � f E R G i / E 1 a. p dx 4 3 V r' } i 4 CDUIITY OF UFFO�K , 4 T AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon, Fri.,_2/7/20 Re: Mattituck-Laurel Library Amended Parkin Lot SCTM#s: 1000- 114.-11-2 Date of Public Hearing: Mon Jay, February10 2020 6:02 m, Suhtnissioll, rlfithout a Cove, Leffet 0 1 1 1 Subject. , ".. SCTM#: 1000 - \\A ,-`\- a,. Date: 1a r `Q Comments: c e , o-� swrve q copy 'S 04 P\ans SOLTTHOLD PLANNING BOARD SITE FLAN APPLICATION FORM f Site Plan Name and Location Site Plan Name: Application Date: l MATTITUCK LAUREL LIBRARY pp Suffolk County Tax Map ##1000- - ##s 114 11 .... 02 Other SCTM Street Address: 13900 MAIN ROAD Hamlet: MATTITUCK Distance to nearest intersection: 398.05 FEET WEST OF REEVE AVENUE Type of Site Plan: L�!1 New 0 Amended OResidential Zoning District R 0 Owners/Agent Contact Information Please list name, r�rcrili .crciclress, andphotie 3tarmb r.� i�'t°tlre,r ale below.- Property Owner MATTITUCK-LAUREL LIB Street P.O. BOX 1437 MATTITUCK NY 11952 City _ .w. ... ...�.�- .. State..... .�...... Zip Home Telephone 631 .298.4134 Other Applicantw TUCK LAUREL LIBRARY - Street 13900 (MAIN (ROAD City MATTITUCK ,State NY Zip 11952 Home Telephone 631.298.4134 Other mm Applicant's Agent or Representative: Contact Persons) Jeffrey M. Walden Street.13900 Main Road ...,,,,,. - ........._ �,..�_..... .....� City Matfituck Y 11952 State Zip .....e_ Office Telephone........631.298.4143..................___ Othen................................ * d here. ....... my to the contact person note,., ........ *Unless requested, correspondence will be sent a.... Site Plan Application Forme 211812010 Site Data Proposed construction type: 121 New Modification of Existing Structure Agricultural Change Property total acreage or square footage'. 1.49/651320 use ac./sq. 0.78/33,977 Site Plan build-out acreage or square footage. ac/sq, ft. Is there an existing or proposed S al e of Development Right s on the proper ty? Yes —No If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? YWIN El If"yes", explain (and attach any necessary documentation—title report, subdivision approval, etc.) Previously Approved Site Plan by Rannng Board dated September 13, 1999. Building Department Notice of Disapproval Date Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes N'o If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Institutional I NA List all proposed property uses, Other accessory uses: NA Existing lot coverage: 13.7_% Proposed lot coverage NA % Gross floor area of existing structures) 8 1 97 7sq. ft. Gross floor area of proposed structures NA ------..... ..................... ............ Parking Space Data: 4 of existing spaces. 334 of proposed spaces: 53 Loading Berth: Yes 0No Landscaping Details: Existing landscape coverage: 8 % Proposed landscape coverage: 15 % Wetlands: Is this property within 500' of a wetland area? Yes No I I Maybe-0 1, the undersigned, certify that all the above information is true. Signature of Preparer: Date:— 141 N c�� 2 Site Plan Application Form 211812010 'Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Budding Permits and other ministerial permits not located within the CoaVal Erosion Hazard Area. 2, Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A..,pLgV _ n&afg _g�sedaction Neill be evaluated as to itL 5jg beneficial and adverse effects Moon tljt�coastal area 60ich inChides all of Southold ip-wn . 1 If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law, Thus, each answer must be ex lained in detail, listing both_jm11pQ!:!jng_and_9q!L- Supporting facts. If an action cannot be certified as consistent with the LAIRP policy standards and conditions, it shall not beAnd-ertakeii. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTMH 1000 - 114 PROJECT NAME Mattituck Laurel Library The Application has been submitted to (check appropriate response): Town Board 1:1 Planning Board V Building Dept. 1:1 Board of Trustees I Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: _........... Expand Existing parking lot with associated improvements; proposed drainage, lighting and llandscaping. Location of action: 139010 MAIN ROAD(S.R.25), MATTITUCK NY 11952 Site acreag e, 1-499 Present land use: (Public Library Present zoning classification, RO RESIDENTIAL OFFICE/IR-40 RESIDENTIAL .......... 1 If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: MATT LAUREL LIBRARY (b) Mailing address: 13900 MAIN ROAD, MATTITIUCK NY 11952 ................ (c) Telephone number: Area Code( )_01.2� .4143 (d) Application number, if any: . ..... Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes FINo V If yes, which state or federal agency?__ C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section M— Policies; Page 2 for evaluation criteria. .7 es No Not Applicable .................. The site is Improved with an existing library with associated parking,drainage, landscaping and utilities. ................ ...... Attach addifional sheets lf��c"essary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria EY 0 F-/-] l es No ® blot Applicable Per the NYS Cultural Resource Information System,the subject property does not contain a building on the State or National Register of Historic Places and is not located within a district on the State or National Register of Historic Places. .........——---------- Xttac'h-additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the 'Town of Southold. See LWRP Section III— Policies Pages 6 through 7 for evaluation criteria Flyes 1:1 No V Not Applicable ...... ..... The subject property consists of woods that is within the property limits adjacent to residential zoning.The majority of the woods is to remain, A minimal portion of the woods is to be cleared for the proposed parking lot expansion. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes D No 121 Not Applicable The subject property is not located by the coast line and therefore this policy does not apply, Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section M —Policies Pages 16 through 21 for evaluation criteria r--71 LJyes 11 No 7 Not Applicable Stormwater generated over the roof of the existing library is piped directly into the existing subgrade stormwater drywells to recharge non-pollluted stormwater--into the site soils. Proposed subgradle stormwater drywells for the parking.�o;�arepro,�Aded, Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the 'Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section M— Policies; Pages 22 through 32 for evaluation criteria. 1-1 Yes 1:1 No MNot Applicable The subject property is not located by the coast line and therefore this policy not apply. ............................ ........... Attach'" ..........additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes No F,/1 Not Applicable The existing library has not and will not generate significant air pollution. ................ Attach additional she if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. El Yes 1:1 No Z Not Applicable The existing library has not and will not generate significant solid waste or hazardous waste ................ PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. F] Yes El No [0 Not Applicable The subject property does not contain physical or visual access to coastal water and therefore this policy does not apply, Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section M—Policies; Pages 47 through 56 for evaluation criteria. );,7es F1 No Not Applicable The subject property does not contain or adjoin a water dependent use nor does the proposed action consist of a water dependent use, Therefore,this policy does not apply. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and 'Town waters. See LWRP Section M—Policies; Pages 57 through 62 for evaluation criteria. r_71 OYes F] No Not Applicable .......... The subject property does not contain or adjoin marine resources and therefore this policy does not apply. ................ .. ..... Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWF.P Section M— Policies; Pages 62 through 65 for evaluation criteria. E]Yes No F Not Applicable There are no agricultural lands within the subject property limits. -------------- .......... Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section M—Policies; Pages 65 through 68 for evaluation criteria. E]Yes No FV( Not Applicable The subject property consists of an existing library.The new construction of the parking lot expansion provides the opportunity to reduce energy consumption via LED light fixtures. PREPARED BY TITLE PRojum equ/yQpp, DATE f2151ZOI Amended on 811105 PROJECT I.D.NUMBER SEAR SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I-PROJECT INFORMATION 1. APPLICANT/SPONSOR 2. PROJECT NAME Barret Bonacci &Van Weele R.C. Mattituck (Laurel Library 3. PROJECT LOCATION'. Municipality Town of Southold County Suffolk 4. PRECISE LOCATION(SCTM,and Street address or road Intersections,prominent landmarks,etc.) S CTM:1000-114-11.2 ,South side of Main road (S.R.25) 398.05 feet west of Reeve Avenue, Southold. 5. IS PROPOSED ACTION; FINew 1�1 Expansion ElModification/alteration 6. DESCRIBE PROJECT BRIEFLY:Expand existing parking lot with associated site improvements 7. AMOUNT OF LAND AFFECTED'. Initially 0.78 acres 'Ultimately 0.718 acres & WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? ElYes On INo If No, describe briefly Does not(meet lot width and front yard setback to current zioning 9. WHAT IS PRESENT LAND USE IIN VICINITY OF PROJECT? FEIResidential n Industrial Commercial ❑ Agriculture Park/Forest/Open space ❑ Other Describe: 10. DOES ACTION INVOLVE A PERMIT APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEIDERAL,STATE OR LOCAL)? E] Yes n No If Yes, list agency(s)name and permit/approval To be determined 11, DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL 0 Yes [C No If Yes, list agency name and permit/approval 12, AS RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? nYes R No I CERTIFY THATTHE INFORMATION PROVIDED ABOVE IS TRUE To THE BEST OF MY KNOWLEDGE Applicant/Sponsor Name —Sgriature Date ei" Barrett Bonacci &Van; Weele P.C./Michael.wa!thier QJ Alrdvv Rev. 05/16/06 Page 1 Mattituck - Laurel Library Main Road . P.O. Box 1437 Mattituck, New York 11952-0991 www.mattlibrary.org November 20, 2019 I, Jim Underwood, as President of the Board of Trustees of the Mattituck-Laurel Library, owner(s) of the property identified as SCTM# 1000-114-11-2 in Mattituck N.Y., hereby authorize Barrett, Bonacci &Van Weele P.C.,to act as my agent and handle all necessary work involved with the site plan application process for this property with the Southold Town Planning Board. SKATE OF NEW YORK) )SS.: COUNTY OF SUFFOLK) � r On the c;?o day of r��) ",-Ilk' '.. 20 i�I before me personally came ��1� I,a v2 140— to me known, and known to me to be the individual described in, and who executed,the foregoing instrument and duly acknowledged that he/54"xecuted the same. Notary PublicMARVDMAFWM 1.26r�4 (631) 298-4134 • (FAX) 298-4764 OFFICE LOCATION: MAILING DRESS: Town Hall Annex o� P.O. Box 11'79 54375 State Route 25 �, ? � Southold, NY Il 197Il (cor. Main Rd. &Youngs Ave.) ' Southold, NY � Telephone: 631 '765-1935 wwvw.sore tholdtownny.gov �.. o � PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning (Department Date: December 6, 2019 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. ..........� Applicant/Project Name & Type Tax Map # Amount Che....ck ....... Date/No. attituck-Laurel Library 114.-11-2 50.00 11/29/19 #714 ALP Att. '