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Home My WebLink About1000-61.-4-1 ISSUES/REVISIONS SITUATE: SO OLD N TOWN: SO O SUFFOLK COUNTY, NEW YORK W � � E KEY MAP DATE 03-061-2021 S M OWNERS S • � \ 1000-61—I-9.1 1000-61-3-8.4 , \� HG NOFO LLG FIRST CHURCH CONGREGATION 1000-61-4—II DWYER.ANGELA M. . . . . °aaAa � DWYER.GURTIS J 1000-61-3-7 FLEET BANK OF NEW YORK NATIONAL A550GIATION 1000-61—I-13.1 2245 MGR LLG 1000-61-3-8.5 1000-61-4-12 W W CEMETERY OF FIRST CHURCH GON6RECGATION MGCORMAGK TAMMY A / 1000-61-3-8.1 e� e }N 4�` OO55 THOLD 1 FREE LIBRARY GA6LIU50.JO5EPH. . . . . a Tana ' w'"0 GA6LIUS0.RO5EMARIE 1000-61-4-13 ARM.GERALOI N.. 1000-61--i—G ARM.HERBERT. °' e�`° 1000-61-1-15.2 METGALF.RUTH 5OUTHOLD FREE LIBRARY 1000-61--7-8 INNEL Y.GL MORIZZO.NIGHOL TINNELLY.Gt_AIRE 1000-6I-1—I6 � ' 1000-61-7-7 1000-61-4-15.1 FHV LLG MITRANI.JO5EPH DEROSIER LOIS. MITRANI.5HARON ROWE.TREVOR O ea"a1 1000-61-1-17 1000-61-1-6 DOBI ING ems' 5GHADE.THOMAS. r w LIST OF D RA.WI NGS SGHADE.GHRISTINE ROBER 1—H RO +� D B ANDIBG ORP ROBERT H ROTHMAN ` } THESE PLANS ARE AN INSTRUMENT OF MRAZ 1 MARY e SERVICE AND ARE THE PROPERTY OF THE MRAz.MIGHAEL l ° 1000—b1—I-19 AO SITE PLAN KEY MAP ARCHITECT.INFRINGEMENTS WILL 1000-61-4-17.1 y CLIFF d CLIFF REALTY CORP 1000-61-7-10 MGKENNA FAMILY BE PROSECUTED Al SITE PLAN GENERAL JE5TER.DONNA 2022 ALL RIGHTS RESERVED JESTER.ROBERT R 1000-61-1-20 Ara SITE PLAN NYSDOT yrea TWO MEN REALTY CORP. . 1000-61-1-11 1000-61-4-18 GUAIN PROPERTIES LLC A2 SITE PLAN UTILITIES BERTANI.JOHN. WATTEZ G A SITE PLAN LANDSCAPING WATTEZ. GENEVIEVE. 1000-61—I-21 NEVIE � . 3 BERTANI.LINDA. WATTEZ. EDOUARD °� • l000-61-7-12 JENNI ER M 5CHLEGHT A4 SITE PLAN CUT AND FILL BELLE ANNE DOLAN BISHOP 1000-61-4-1�1.1 ' CONSTRUCTION ENTRY 1000-61-1-22 OLIVANNE LLG � I PAOLI.JANE AA5 SITE SITE PLAN TRUCK TURN TEMPLATE Robert I. Brown 1000-61-7-15 N LIGHTING 1 HAGERMAN.DANIEL. 1000-61-7-17.11 e'"" A SITE PLAN LIGHTING 2 Architect, P.C. HA6ERMAN.DAWN MOOR.E.R I CHARD. . . .N. 1000-61-1-25 7 MOORE.JANIGE GHARRON.ANDREW 20 Ba Ave. Green Ort NY OK—E 1— 05 eaa °' eM Pvca� G05TANTINO.JAGLYN Ag BUILDING i FOUNDATION PLAN info@ribrownarchitect.com GOWLEY.JOSEPH.. 1000-61-7-17.1� JORDAN GOWLEY.PATIRIGIA SOUTHOLD CA.RDENS 631-477-9752 PROPERTY OWNERS A9 BUILDING i FIRST FLOOR PLAN 1000-61-4-4 2400 BEGKWITH AVENUE LLG Aio BUILDING i SECOND FLOOR PLAN An BUILDING i ROOF PLAN TOWN OF SOUTHOLD COCHR I-7 HE.10 AI2 BUILDING 1 ELEVATIONS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, GOGHRAN ELEN M. . . . . COCHRAN ROBERT G 1000-61-2-7.3 ISODUT OLD PARK D15TRIGT 4-5 54075 MAIN ROAD REALTY LLG UNLESSA13 BUILDING i ELEVATIONS LICEEDARCC UNDER ARCHITECT, ALTER CTIONANY OF A MO �yM LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. i000-6l-7--17.a ALTERATION MUST A NOTED,S AL D,AUT AND IZED 1000-61-4-6 BELVILLE RYAN ,�� A14 BUILDINGS 2-5 FOUNDATION PLAN HG NOFO LLG DEMARTINU GHRISTINA °'"'' �,. '� A15 BUILDINGS 2-5 FIRST FLOOR PLAN DESCRIBFDINACCORDANCFWITHTHELAW. I000-61-4-7.2 A16 BUILDINGS 2-5 ROOF PLAN MLRV CORP SEPE.NANGY ED RRC�T A17 BUILDINGS 2-5 ELEVATIONS 1000-61-4-7.1 LIEGEY.MIGHAEL Lc• 1000-61-4-8 ,� °Y ,w HAGERMAN DUNN.MARILYN ' , e' 4. �, ' � qp lY 41 �p0- 1000-61-4-c1.2 F F NEB MISERANDINO.DOMINICK. +x' M 15ERAND I NO.MAR6HER I TA a ---------- 1000-61-4—1.3 HOWARD BRIAN JOHN. . . .N. CLIENT/OWNER MIT50TAK15.DEMETRA HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 1MwYY radu s a�Npnr.Y evMy �Wtl�.w el '••TYM.NCFW].A M IYw Yak Md•mraCn Is.• -a.�•.•-..• •••• PROJECT TITLE mq��,wcw-.p.yge.rwnr Y 4.'1 aW iaWp MietYn M1tM N+'eat ed GRAPHIC SCALE 1"=100' o 100 200 30o JOHN C. EHLERS LAND SURVEYOR MIXED USE 6 EAST MALN STREET N.Y.S.UC.NO.50202 RNERHEAD,N.Y. 11901 I DRAWING TITLE 369-8288 Pax 369-8287 REF-C:\Usm\lohn\Dropbox\03\03\03-283 key map.pro SITE PLAN RECEIVED KEY MAP FEB 0 7 2023 DATE SCALE j May 25,2022 i'=30' Southold Town DRAWING NO. Planning Board ISSUES/REVISIONS O :, �, o I L c - , co m o E LL O s t L ci L ~ O tL L o Land Now or Formerly of: I I z o o Land Now or Formerly of: J _]� :;7Den15 Salzman t Regina Salzman Lisa Schuler Land Now or Formerly of: Andrea Weiss e E5teve5 Holding Corp. a fA I I VVDI!!G I M IXD USE BUILDING \I P1-I,L,r+HRST F: ,C V DRIVEWAY,r<y A•r,WfvT«„ (Right of Way) Land Now or Formerly of. M Esteves Holding Corp. < drivewa Ek15TINC UTILIT VF POLE PROVIDE SUkY M MAP,EP, 5rF N•r---T - ,� S 15°5 5 5 0 ARfA OF 51DEWFLY ! RIGHT-OF_WAY MA+'r EK pFI qIL F IN I TPAI 31T0C ION WALr,fE , _ , LLLL�� , , k , , r , , �r' PROPERTY LINE ,.� -`�".2f x j RI(-Hi-OF-WAY i'P.OPOSFDC -�IOf WALY " - TPP+ISITION SIDEWALY.E'ID f• CROSS SLOPE'-+MPir!i r Gl FkISTINC SIDEWPII SLOPE may' c.z. 4'y" � • ' . , , , ;., .;, b LANDSCAPE BUFFER 4 Si FEET,PFF WII oAI,MIN cgrrEI 4"CONC.CURB s'/ � ♦ f Tay ` APFP.I_'x LOB ATIVN _ •t / t. AP/ .•^� µ IFMC'JF Ek15T111-.51DEW>+tl ..eit L .f„_CAP'G t• LOADING yCJ f'•' �Y I I� Gl PROVIDE NEW P NIDF POURED CONCRETEe'r i 0 51DEWALY I rIIll1Y D TSPECIFICAI O!!S. _ .✓ 1 �V�"w"^.,Y h1AINTAIN 50U:"FRIJ UNEcr'�JF�I DEWAV t','s - _ '� /,F /}/ �,�•' i� fy // D ✓ �INGLE DINGa Fh�n+:Air To BF r��nm-+, .>•� CED-IN MPSTERAREA MILY RESIDEN__ 23 FA E_+ N ^ EXY+TRIG '",'` ` -O"x '-b"x 6" REINFORCED BUI ING 3 BUILDING 4 BUILDING I A °� CO NCPEIE CURB 5 J 0 , k°d,°',' -s _ -- :f=.°'"r✓;s 22 z BEDROOM SINGLE FAMILY RESIDENCE /SINGLE�FAMILY RESIDENCE SINGLE FAMILY RESIDENCE a� a .w.`. — „ CONC TE SLAB t Ev LT N:TKEE .� '',�iY { EXISTIN651GN R'-.i A 24 8 OVER 55 RENTAL 2 EDROOM ' 2 BEDR -OM �t �� ........... --.." / 'NO STAND111,-PN IHME' / :{• 7 M1 2 BEDRO�J�L �+ (AVPOW5 BOTH DIRECTIONS) 2 I - f (J"' � •>IGN TO KEMAIN ` ER 55 R TAL rr.," OVER 5�L OVE 55 RENTAL I EXISTING LIGHT POLE ;iy s;r�:,, ',..,;,;-TM; I +t,y 2 5 I�I 1 9 AFEA OF CTION tr i ,04 20 t� COt:,TPIIGTION ItI STATE + I I '� L I O D •r•'I TRIIN5OF-WRY •�- _ "'<';Ti ,'C z;,✓ SI fff I 1 TRA!JSI 11.SI DFWAV END cRosssloPETI,I.IAren _ - Ek15TING5IDEWAu 5LOPE koFc,,ED 19 A PHALT PAVING/ `;�'�,..., -'�,..'`�„�; ,,;>:�26 NOTE: ALL TP.gN51T BUS STOP 51DCWA11. .,:T•' ;,Y,,�;`,.:'a ..PKd- I I RBS TO 4 I�__ _ �_.._.e_ ` 18 "MOUNTABLE"er 6 I N F/A EXISTRJc lavm'To J` I N LOCO) F I I N F OR N in H I REMAIN note haybales ,>d; / ' EX15TiNG CNCP �sy ,✓// *6*�' ``T ` +," F I N I a 7 1 2 d Ms=, x. •�{ �';�>y If 2 510 WALR (V L. 3,7' PROPOSED NEW 1 7 ° 1 5TREET TREE WILLOW 1Ar MIN cquF ;( 13 :' t' ".' ' d` FIN F OOR AIF O LOCATION w f 6 ^:,.£' �✓ } v, 3 _,r:+•..:k EL. 21 .0 :,:;._• _��. EL. 21f�' 16 LANDSCAPING (TYPICAL) :w'-•.f.,r.+;��=•;':..., : `. °;. ,y .......�,j.j,�•<s: �^.�. ,,.e•` .\�w�•�r a~„!?r�..t� -,. 41cf�oa•� _ V/ j `� (fj I EXI<TII!,Co cRErE (� ,j 5 E DRAWING A3 .<: # PPOPERTY LINE .,'4". •i,• :•C•'";�.4•.T:C•- „t;'ti'"t -� :u.�e.�. :"To`�'r a.'' ::�,;° .'��`i�'^' I °% ✓ �� ?v° EXISTI!JG UTILITY POLE I II , 2 :c:c., ..•:..^.:r,..�...y'> :r3.,!•`^�.y+♦ '•y'.7.Y+''•`+`, '"i�:::sti r'7^ .'C:',.'a / N .- D I .:C:; ,...:' f �` .V < .'a.."4...« ,. x' .K:�'.t n :;.A;+.•a Lvc.�':+•,Y"j....a:%.: '.k.►,;f:%.w, c...`:v.�. f/ EXISTING LIGHT POLE q %3:' 2 •'/f nl-:+S,C,• ..:N: _ '� .�•., '!`: V! PEA OF 51DEWALY „♦1}� :,;�1::o r+.�' ,� I y COr1_iTRUCTIOH N5TATF ''%d' •NS' �" ^; ''4-i" 'ya �r + ee EXISTING sIrN R�- i:= t+. .:ti,'1••' ) i_C. •Yii aai.;w '•c:,�..-�';•tr. ',^y,<, .'.:Y) .a�..-L.k:.:•:.;., �4A,.,'.,•- 'iVC;:.•Rr•i y:, •ia..'. ;.tr I %r', it''�^.'`M•��• rF.�rr.' "�Y,j' 4'btr•. •� /PIGHT.oP-wA, ;, ® a j z'•,.. c,.; .• y� NO STAWDINGA)TIME' rat. I 1 �:��• r"-t�•a.h MY i R¢.^,�, - TF:PNSITIO!JWALY END �;J- - .3,J•:f:,+•• J i<)(w nw,{,.r_+K��•:.. :J (ARR,OWS BOTH � -t•w _ �/�/) DIP.ECTION51 CROSS SLOPE TO MATCH .; ,i (' v-Y�sY.i `,T: J,«yh.~a�:.lM:vf:.� .r'n'r .'i•`,•>�::-,'4�"i.`t:•/:f•+i•n _ -♦ ✓'lt>;t µ'":' sICI.To=,FMA,N EnsnNG s1DrwALr,s1- PE _ q 30 ASPHALT PAVIN �: `, . % �.a;Y•ti- .i. ...,• ;.; .�• '.• ziq;�y ::Z .+ `�. •.ri. .},sr / s-.y. ♦ti ?, OCT zq,zozl Exlsrl!JGSIGNwl1- ,:•�,� �'., "?''*�,. �s: � 1 II � PHALT PAVING2f` '+� �X`•`w; PEDEsrR1AN cRossRlrl P, OPOSED �, ;Lq,<' ^ �' sue' ? =?� ,`:` ASPHALT PAVING ti I WITHARROW,N,TE �, y4,.r. _ PF.ZPERTY LINE \y\y ';. wy. f (o ;:<:, ;� PAVI G ;,yJ� REPLACE En lIN�UECC L'IF ' ' , , ,v I; ,•. vCVIDE 5UR`JFr MA41 EP V t_.. � (�/��/ �,•: ''�:o��'. •+;_.,r`'•. MAR.1 , 021 aWAP,rIINCPPNELWIT.Nf' N+'iDOT /' MPF'rFkDFFAIIf N15L"+1 .,. ... ... r% £{ y. r:•''f• '1} V ".'"^•`.„"_'.^-T, ..ff s`} S DEWALTE �. ,�� -�:�♦ TYPE 1 CL RAMP NI,H L;A`T-IPC,NRIGHT OF-WA, ` ' \ 0 2 EAi ECDF ETECTA WAR IIJ, - TiNf TP. r.^yk•" i,y.;.�:.�'0' +¢ay-v''• )-: '1'{L- a4 'r. .•''• �,y.j;,r`{, H D D NUE .N C "f 'aE:s ..4, <.,, ,e"�.t�,.'t:"::;.: •. ,rr. z .',.,,:•>,.. , :'ak-•' ..c •r x ', .✓ :::.:�•,:; `l. ,.� EDGE HN1,ITE�16Gn�lo(�.,()(.� �:� ,~.:� �;, „"., ,.,.,,% :�: .. - .�. , •,' -z ',, Y - a��.r" -�;,w ,s. ,>: ,.�;� .,,•.:, - •, ,.. OF PAVEMENT SEE DETAIL DWC,3 .;,',;:,,. :':`.'`'. •,; "�'.,,.: .-.,. ,.:� ,_. .q,+i:Y; "}?�i.� •"S .a.a._9u`r» , , , , ...-�-• 1 `- � ',,{4 �. ..�.. -,:c _.,.,,"„ ....-.r- ..-. ._ • .,r ..f1�.�` <} Sri' dS' 111174071 a .i.,,'.q Sm'�:�„'G`' .." ,..a„..,:;,c. "�. ,--�-•'^'" t LO Nk AP T_P �� Y 4�j n. �ni... _ I _-. �_ _ f,, _ » Elk �. �� _�..�•�`' •� CONCRETE`� � � THESE PLANS ARE AN INSTRUMENT OF PELCY.ATL 1 C'CLEAR NrW 5'C f N " SI,OWN _"' THE � . ND OFFi15TwGcuPB ffE;[SR•EN:MY( INFRINGEMENTS WILL k' O ' " SERVICE AND ARE THE PROPERTY OF —y�— . — , — . _ — , __ �r — , _ _ — , — , —W— , , — , — , — , — , — , — , — • — , — , — W— - - - — ED _ — _. , — _ —W— _ — , — . — — — . — — . — . — W. . — . — — r — — — . —W. • — — — — — — BE PROSECUTED � SIDEWALK �..-- 671 78 , ARCHITECT.IN - ,,...._. -�� .--"'� SIDEWALK `""-�•,, W— ,� ,. •GE OF PAVEMENT � � �`•-�' S I T E P L A N: NYSDOT ` . C PROPOSED ti� a � -,.,� (Wells Road) 2022 ALL RIGHTS RESERVED SCALE i-m ry 1 Wells- ._ ,_._-�- Avenue_~-`.,-�-_.. FIRE HYDRANT NOTE AI LANES MUST F CR 3 (O TPPPFIC 0 g BEFORE I O On AI.J AND AFTER 3 G() E F,iD,, !6[ Gl6(6 LANE CLIDAI!IG5 ARE T[ME'TED C!J WEEYEI IDS �. � 9 '•'�..,,,�`ry ^ NO LIE PERMITTED NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED W1TI101H PYIOR APPROVAL FROM THE STATE PERIIIT INSPECTOR GAS GA� GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS BASED ON SURVEY BY: now TRAFFIC SIGN cl JOHN C. EHLERS LAND SURVEYOR PROPERTY BOUNDARY LINE Robert I Brown 6 EAST h1A'N STREET RIVEP;•LPI',NY I?01 --- W.-_.-•.. ----. FX15TING U/G WATER SERVICE / GAS EXI5TINGUIGGA55ERVICE PARKING CALCULATIONS (BUILDING 1 ) , • 5CTM Nam',010000061 J-I PF.oPoseD ROOF EAVES (3) ONE-BEDROOM APARTMENTS:PARcazoNF1HAhnFTeuS'NEss HB PROPOSED CONTOUR L INES Architect P.C. I .5 SPACES EA. X 3 =5 SPACES ELEVA=99,2 n55F R22 D'BfiDATU6A END RETAIL: I SPACE PER 200 GROSS SQUARE FEET: 205Bay Ave. Greenport NY � AREA=99,209 SF OR 2^.4 ACPP� ;fi;�a:T "3�`'�,y:%�i""„?r • PROP05ED 51DEWALK 4,983.9 SF/ 200 = 25 SPACES LIST I DRAWINGS info@ribrownarchitect.com NYSDOT I PLAN OF WORK AREA b NYSDOT3 NOT EPIC AND EXISTING 51DeNALIC SIGN 1�20-2 TOTAL: 30 SPACES REQUIRED 631-477'9752 NYSDOT 4 ENTIRE 5 TE PLAOL T y PROPOSED BUILDING P13t HIJTC31) 30 SPACES PROVIDED i fqA - IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A " DENSITY LOADING AND DE51GN SEWAGE FLOW RATES LICENSED ARCHITECT,TO ALTER ANY ITEM ON m1a., m ( — THIS DRAWING IN ANY WAY. ANY AUTHORIZED DRY RETAIL SPACE 4,983.9 S.F. @ 0.03 GPD/UNIT DENSITY AND HYDRAULIC LOADS — ALTERATION MUST BE NOTED,SEALED,AND ,�'�IY DWVEwAY 150 GPD DESCRIBED IN ACCORDANCE WITH THE LAW. AFFORDABLE APARTMENTS (I BEDROOM) 3 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS ,�rTr.oRNI • k 450 GPD q PRC (2 BEDROOM) 4 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS = ATD1 CrT ry 0� R0 600 GPD �QO REMOVE EXISTING SIDEWALK. u�rKc PROVIDE NEW 5'WIDE POURED CONCRETE SIDEWALK BUILT TO TOTAL LOAD 1200 GPD .NY5DOT y 1 50UTHE SPECIFICATIONS.MAINTAIN THE PROPOSED DEVELOPMENT FOR THIS PROJECT SITE HAS A POPULATION DENSITY EQUIVALENT OF 1 SOUTHERN LINE OF SIDEWALK. � �' A '�•;��:+* 1209 GPD. " 0 N "J J DENSITY AND LOT SIZE LOT COVERAGE BASED ON ZONING CODE 280 TOTAL BUILDING AREA : 13,195 SF T` CLIENT/OWNER Lf I S W ATTACHMENT 2, THIS PROJECT O note haybales REQUIRES 100,000 SF FOR THIS SITE. 13,1 95/99208 SF = 13.3% cV (20,000 SF PER USE). HB LOT COVERAGE ALLOWED = 40% HARD CORNER PROPERTY SIZE IS 99,208 SQUARE PARTNERS LLC FEET. THEREFORE, A VARIANCE IS REQUIRED Z FOR 792 SQUARE FEET(0.8%D) o MAIN ROAD [ mp 5+ m STA1E 5 SOUTHOLD, NY 11971 ur,s"• uA p1 rc ° PROJECT TITLE mull M � MIXED USE SIGN U !IC NOTE: ALL LANE5 MUST PER MUTCD BE OPEN TO TRAFFIC BEFORE 10:00 AM AND No o AFTER 3:00 PM. NO DRAWING TITLE SIIOIJI.DI?R ^ LANE CL051NG5 ARE A t PERMITTED ON WEEKEND5 OR SH, W .3 o HOLIDAY5. NIGHTTIME I PER TCD E LANE CL051NG5 WILL i 8 NOT BEPERMITfED i FEB 7 2023 SITE PLAN / NYSDOT t0 WITHOUT PRIOR APPROVAL FROM THE 5ouchold Town STATE PERMIT SIDEWALK IN5PECTOR. Planning Board DATE SCALE SIGN W21-1 December i9,2022 i'=30' SITE PLAN: NYSDOT DRAWING NO. TRAFFIC CONTROL SCALE:f=;o' NYSDOT Case No. 100565 ISSUES/REVISIONS o .;i L E E LL_ to z o L o cn L Land Now or Formerly of: -Z Q 0 Land Now or Formerly of: o 3 Land Now or Formerly of: I z M � o >, Denls Salzman t Regina Salzman Esteves Holding Corp. -' Fo _ U Lisa Schiller t ro EI 1 Story J Andrea Weiss Building y II DRIVEWAY RI ht f g o Way) Land Now or Formerly of: Esteves Holding Corp. driveway i7 £' 6rI5TIrJGUTIu�m_somy wall al ne to be removed EYISTINGUTILITY S15°55 50 E I - PROPERTY LINE ^/ POLE �' 1 ,,,. EXISTING UTILITY SERVICE UIJEC TO?UN UN.:f-RGFOUL✓ 6 4.1.2,- lk D `r"r»=�}�y6�„ri�;;•S.;y;,<.;... ..:a ;;"y' i'r NEW 65KVA I PHASE POLE tj g -`' $.Q J. y„: ;r , }', TO PANELS IN EACH UNIT,AN'%ONE FO LANDSCAPE BUFFER TRANSFORMER.,JEfN 4 GANG METER J� ' yam,,, - •-•M- "Z" y ZC .l";,?. .m::-:.z ... .'.�.T"a. t"'�.;:;. ..::.".".r' "ga% "ROPEFM'SERVICE.SEE ENGIrJFERS;Y .ouo „j.,1 �, ... ,..�'+_, BRAANK,ON'N' I--," a <t _,.».. ..,a 3 CONCRtTE P 9 ^PAWING.`,C;tf-i Th1RU C!1-5 FUR ELEC. RqF " iFON CL44 zy',';w�;E'A^"-"'f / t!'s' 70 _C 'I-1NL5 roc z>s AT2er SERVICE ,JES TO RUN ! c�znci ev f ��" el+ie�'. UNDERG>�COUND TO 5ERVICFk'I�FS TO ,,,.'•'"J ec z>s ICBANKS RUN�.NIDERGROUND D7; Lc.,P.eL "txi ?;•'...+,-r,.,i'''5.,. Z G TO PANELS IN EACH �', ;✓ /�`� _ x;' s•' x "'j', -'UNIT I I :d,•,t LOADING ,* i � „•'•".^-^' °`.,. GFnre d '"'r ``i ! •• ' 5LE ENGINEER'S DRAWINGS CH-1 ✓' 4 �R 1 011 zE n TIC z>a zr s Tr1RU CH-5 FOR SEPTIC SYSTEM (j DETAILS AND SPECIFICATIONS ��a .,,� 2> jjjJjjjJJJ d - y I � ��yk �'}}'•.vaoc zG 4• � �Pne zry"'�,qf \ �^-X� S i J` � �\ � SEE ENGINEER?DRAWINGS CH-1 I {§•'. GFhnt '�� ', `V / DERV CH-5 FOR SEPTIC SYSTEM \ DETAILS AND SPECIFICATIONS M'wiJ TO • i "� 9 T M 261' Y ..w'°'....,.,,.,,,, f �/' cu ZOs 11 -zss ONE I •„1l"\ P,ti , _� .r` C0 C f (� (If ■■ \ j ' ifO�f I 'pr r 2f �'F GRA lGRA1L v/ ZONE 3 T� G MEL zz t� W � p ."ttY,'"`,e VIf,.`,'.: 4'�'r:;1y i":FtArD'fy)yG�4t�.G�!„"�'4.f,!.,.`,I.r,Ro?.F�e"LFa Axs%Pez,?o!rIC P"wAa ,D�s"D/� `.s.'•''.I^HYI;.,'.CC.Gh'i FxIGPAvifDn'fo.:e[644d.'��`a/'�ibyS„��tO y�i'�I.'J,:::: X1, < ,✓:<� ZONE 5 AT SP ZON N L s"Tp VE FATION w�NNN � �•{�V f1 cu(I�Cl"CONCR C' zss•a ! .POEEL 2Z07 et2z c no O ^V!1 err F 2 "'' zs � Poc a zx a ZONE 4 test r' t I 'r hole i`^1: •sz" XTI hol (:E Tzs z '< ^ ZONE ,z ZONE 1uuo1 ,i ICAL I RESIDENTIAL £" ` S LPTI C YST ivl 5v of o"nw.+ o ,..ro ocu n °Lore oowvJ I y 3/4°DIA WATER F ,LINE C1 '\ ;A,a �__.�� / V) TYPICALMRF IDENTIAL / N \ F#- D SEE ENt'IEFR'S DKAWIfJGS Gfi-I - y eo .- v - k 5TRUCTUF@5 DIA ER SERVICE LN[ 1"IAITIi RU CIS FOR SEPTIC SYSTEM 5 •*x 'isa,',,;q,„ ,.*ens," AAA I IS ND SPFc'IrICATIONS ':' gt»a„ "x:.',+ �'r%..";r L ,�<:,., -,u..�t'•p',,.'' ,s.<, .,q „,�T, ( - 0 ! DRI ,_WAY p' TYPICAL FOR .FSIDENTIAL j _,2R ERTY LINE IVEWAY I Cj 5TRUCTURF5 ry* AY 3 r,Fn-r 2e r ,. ro z>s f DRIVENlAY4 AL WATER ^--.-......-.✓ �r a ��< TYFIC for 3/4"DIA WATER SE SRV.E LINE �' "� ,�...•^•""�• '°r ,,.••^"'"� G'1 `_LIL RlCtA-,UF'ANAPIc.Lx Li - STR.UCTUP,ES y > y I CH AN FOE:WATT°F 5 PVIC f. EDGE OP PAVEMENT EDGE OF PAVEMENT =EDGE OF PAVEMENT! y EDGE OF PAVEMENT EDCF OF PAVEMENT OCT 29 2021 IHFU Df_1 AILS AND SPECIFICiQIONS ,. ,.. - r w 1� %�"`6fAWAY,R SERVICE LIN.- C1 y 31- C1 T V TYPICAL FOR RESIDENTIAL DIA BLACK STEEL GAS . ~`"'•». N Z (Wells Road) ( 5TRUCfURE5 % SERVICE LINE TYPICAL FOR DIA BLACK STEEL GAS y��/�J THESE PLANS ARE AN INSTRUMENT OF RESIDENCIAL BUILDINGS / SERVICE LINE TYPICAL FOR DIA/'� _X_' RESIDENCIAL BUILDINGS SERVICE AND ARE THE PROPERTY OF THE X X, "2O yam_'-•�-••�� _ SERVICE ERVCB LINE TYPISTEECAL GAS ZN �C'` � - Wells /� H�"DIA BLACKSTEELGAS �,/ sERVICEUNETYPICALFOR ARCHITECT.INFRINGEMENTS WILL SERVICE LINE TYPICAL FOR ~''^•-. CI Avenue D RFSIDENCIALBUILDINGS a BE PROSECUTED L7 ti: LC!;DSENCIAL BUILDINGS Vl JNG UNDERGROUND GA MAI�d - aoaa ALL RIGHTS RESERVED jGAS GAf GAS GAS GAS GAS GAS GAS GAS GAS GAS-�--�GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASA GAS GAS GAS GAS G GAS GAS GAS GAS GAS GIS GAS GAS GAS GAS GAS GRS GAS GAS GAS�- y DRAINAGE CALCULATIONS DRAINAGE CALCULATIONS I FOR MIXED-USE BUILDING AND PARKING LOT FOR RESIDENTIAL DUILDING5 ZONE A: ZONE 1 : 1,3G2.7 SF ROOF X 0.17 = 231.7 CF 1,232 SF X O.17 = 209.4 CF Robert I. Brown I SITE PLAN: U T I L I T I E S BA5ED ON 5U RVEY BY: PROVIDE(1) U DIA X 7' DRY WELL (295.G CF) PROVIDE (2) 8' DIA X 7' DRY WELL = 295.G CF JOMN C. EiHLER5 LAND SURVEYOR ZONE B: ZONE 2: " G EAST MAIN STREET RIVERHEAD, NY 11501 'i Architect P.C. N SCALE: 1 = O l� 89G.8 SF ROOF X 0.17 = 152.5 CF 2,15G SF X 0.17 = 3GG.5 CF � I 3 DRAINAGE //�///// PROVIDE(1) 8' DIA X 4' DRY WELL(I G8.9 CF) PROVIDE (1) U DIA X 9' DRY WELL =380.2 CF DATED : 10-08-2019 20,5 Bay Ave. Greenport NY 5CTM No. 1000-G I -4-1 / ZONE C: _ ZONE 3: in?o@ribrownarchitect.com SANITARY 578.7 SF ROOF X 0. 17 = 95.4 CF 2,15G.5 SF X 0.17 = 3GG.5 CF PARCEL ZONED HAMLET BUSINESS HB PROVIDE (1) 8 DIA X 3'-0 DRY WELL= 147.8 CF PROVIDE(1) 8 DIA X 9' DRY WELL = 350.2 CF 631-477-9752 ELEVATIONS REFERENCE NAVD '88 DATUM ZONE D: ZONE 4: c, (854.2 SF ROOF + 1,58G.4 SF PARKING)X 0.17 = 414.9 CF 2,15G.5 SF X 0.17 = 3GG.5 CF I AREA = 03,208 5F OR 2.28 ACRES PROVIDE (1) 8' DIA X 8' DRY WELL + (1)8' DIA X 4' DKYWELL = PROVIDE (1) 8' DIA X 9' DRY WELL = 380.2 CP 50G.7 CF iT IS A VIOLATION OF THE LAW FOR ANY PERSON, I ZONE 5: UNLESS ACTING UNDER THE DIRECTION OF ZONE E: 1,232 51'X 0. 17 = 209.4 CF LICENSED ARCHITECT,TO ALTER ANY ITEM ON (320.G SF ROOF + 1,479.7 SF PARKING)X 0.17 = 30G.I CF PROVIDE (1) 8' DIA X 7' DRYWELL = 295.G CF THIS DRAWING IN ANY WAY. ANY AUTHORIZED PROVIDE (1)U DIA X 7 DRYWELL+ (1) U DIA X 4 DRY WELL = 4G4.3 CF ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ZONE F: DRAINAGE CALCULATIONS (1,450.5 SF ROOF + 1 ,788.G SF PARKING)X 0.17 = 555.7 CF FOR RESIDENTIAL DRIVEWAYS REp4 PROVIDE (1) 8' DIA X I O'-G" DRYWELL+ (1) 8' DIA X 4' DRY WELL = \5(� �C, G 12.3 CF DRIVEWAY 1 : 6��T I' 0T eh' � ZONE G: I,OG5 5F X 0.17 = 151 CF Q° `� 0�1 O' I ,837.G SF PAVING X O. 17 = 3 12.4CF PROVIDE (1) 8' DIA X 4'-G" DRYWELL = 190. I CF � � PROVIDE (1) 8' DIA X 8' DKYWELL = 337.8 CF � rb DRIVEWAY 2: ZONE H: 985.G SF X 0.17 = I G7.G CF 1,592.G 51'PAVING X 0. 17 = 270.7 CP PROVIDE (1) 8' DIA X 4'-G" DRYWELL = 190. 1 CF 9 3 PROVIDE (1) U DIA X 7" DRYWELL = 295.G CP T _ .IG DRIVEWAY 3: i ZONE 1: 1,124 SF X 0.17 = 190. 1 CF 1,330.3 SF PAVING X 0.17 = 22G.2 CF PROVIDE(1) 8' DIA X 4'-G" DRYWELL = 190. 1 CF PROVIDE (1)8' DIA X 7 DRYWELL = 295.G CF DRIVEWAY 4: ZONE J: 1,020 5F X 0.17 = 173.4 CF 1,289.7 5F PAVING X 0. 17 = 219.2 CF PROVIDE (I) 8' DIA X 4'-G" DRYWELL = 190. 1 CF CLIENT/OWNER PROVIDE (1) U DIA X 7DRYWELL = 295,G CF r � �: ICE HARD CORNER cF-fvAa,l• 00T P,)VmF: PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 ULD 100-03 -4"WIDE D 100 ' Ff"P'(1RCF, TR,,f°,�` 11: F�r'r.-:E.IO EDGE POLYMER CONCRETE TRENCH DRAIN PROJECT TITLE .•.I.sI c.-r»i',�i� .. F,"•,it'd` `y `ar-, •..J, rlt.S Fit TER F�„.iiu. �d'• A. � -4.� � � A f MIXED USE 4 n`. , "`�,M1.� �•f.::F w4. DRAWING TITLE << SITE PLAN TRENCH DRAIN DETAIL D`, UTILITIES F_ DRAINAGE ., SANITARY N s; FEB C a 2023 ' ATEE 1,•1 17' r t.(T r; I-;r L Jauthold"town DATE SCALE 19,zozz S'C=3 E o LEACHING BA51 N DETAIL Planning Board DRAWING NO. On SCALE: 114" = P-0" At I (RC wel E :n _� N E O O E N ISSUES/REVISIONS L o o Q Land Now or Formerly of: z Land Now or Formerly of: Denis Salzman Regina Salzman • i Story � � � 3 z .-;; Building CD Land N Lisa Schiller J Now or Formerly of: E5tCVC5 Holding Corp. Andrea We155 MIN 15 DRIVEWAY I X gI H (Ricght of Way) Land Now or Formerly of: E5tCVC5 Holding Corp. G�t"IVeWa — _masonry wall along line to be removed M S15°55 50: E WALKWAY LIGHTING ON3 — — — — — — — — — — — - — _ �C PROPERTY LINE �` POST.SEE SEPARATE CUT �j �j x �s SHEET I O O r O O 4 L X X X / I t © © / ° � @ @ 00 0 0 0 0 _.._. .. ... A PROPOSED STREET TREE ° wV O O O r f OO iA✓ r QO O APPROX.LOCATION t n,0 ! 1 O O 15'LIGHT OLE ,.v ,/ © ✓ (j f! SEE CUTS EE LOADING �" 00 O O 1(� r E ` SILT FENCE AROUND OPOSED CONSTRUCTION. LINE SEPARATE FROM tr O 1 NATURAL VE T�TO t o CO I SEE DETAILS f (� W REMAIN E CEPT INVASIVE " O ED E 'F I I ! Mr.;x s CALIPER �u ,e FR © © VINES A OTHER NOXIOUS r— � IDEw LK A OO @@@ PLANTS � r � Trr � i _NATURAL —i�_�— —— '-�T—VEGETATION 00 }--------Z— no � �:1 -- CI) L(1 I QJ W I I LAWN LAWN C o �---- --T�- �o Oj EXISTING STREET TREE ° APPROX.LOCATION r IN. (r L— LAWN RAM uP LITER0 LAWN • 15'LIGHT @ o : POLEU LU 0 0 1 2" @ Ln CALIPER ;" 9 t I I I @ ! 15 PROPOSED STREET TREEN PAVED WALK AVED W LK APPROX.LOCATION © @ "WALKWAY LIGHT G / / 1 _ Q LAWN 4° I ON 3'POST. E / �.- 'yf^+ _ WALKWAY L HTI r-1 TO EDGE OF j o SEPARAT S L L= _ i-i SIDEWALK t WAL�I,�f�Y I,Ir,.tTI1�G ON 3 POST.S E •''"I I ! LAWN POLE HTLA Ii"POST':SEE SEPARATE C T SHE r " µ q'o ONLY r 'j ,_SEPARATE CUT SHEE 1 _ 25)v✓9 '"�'� O i LAWN LAWN • «, -I LAWN @ -' 1 - X � :" P;. LINE SEPARATES II s' LAWN r 2 0 1 LAWN FROM _I 1 1 (24° X - -� , � NATURAL Qo ,! -'� / !� rr . r . rrr REBUILD AND WIDEN I -- r 5 VEGETATIO / �'� c n j @1 EXISTING CONCRETE {` *t pV �O O WALKWAY LIGHTI I @ © I SIDEWALK ° r �� 1 , f ON 3`POST.SEE 25 s �'� ,/'� PL t!` t Ql �'�„� �f �.- .�- ; r ° SEPARATE CUT SH 'T I @ 0 l 0 EXISTING STREET TREE EXISTING STREET THE f A APPROX.LOCATION APPROX.LOCATION 9 XISTING STREET TREE 9��e- APPROX.LOCKHON df a ge O pavement ` APPROX.LOCATION - 2� � *. s, PROPOSED STREET TREE W „_,».•"-^•'" -,� APPROX.LOCATION -- 1� _ PROPOSED-STREET TREE PROPOSED STREET TREE Wells PROPOS STREETTREE APPROX.LOCATION APPROX.LOCATION tl (Wells Road) Avenue APPROX. CATION •„ EXISTING TREE LEGEND PROPOSED PLANTING LEGEND SITE PLAN•• LANDSCAPING BASED ON SURVEY BY: LANDSCAPE COVERAGE JOHN C. EHLERS LAND SURVEYOR ALL EXISTING TREES NOTED AND LOCATED ARE SHRUB/ EVERGREEN BROAD LEAF BUILDING AREA : 13,195 SF G" CALIPER OR LARGER. SCALE: 1 = 30 L I G H T I N G 6 EAST MAIN STREET RIVERHEAD, NY 1 190 SIDEWALKS:��//�//// DRIVEWA : 4,297 SF o OAK TREE IN VARIETY =X= I HOLLY, HETZ JAPANESE (5 TALL) 2 EA. o uzo' DATED : 10-08-2019 PARKING LOT: 1 1,052 5F O % �' 5CTM No. 1000-G 1 -4- I / X TOTAL IMPERMEABLE SURFACE: 32,056 IQ LOCUST TREE IN VARIETY 2 OZMANTHUS GULFTIDE (I O TALL) 5 EA. PARCEL ZONED HAMLET BU51NE55 HD TOTAL LANDSCAPE: 67,1 52 SF OCT 29, 2021 ELEVATIONS REFERENCE NAVD '88 DATUM LANDSCAPE COVERAGE: 67.7% @ CEDAR TREE IN VARIETY TREE DECIDUOUS AREA = 99,208 SF OR 2.28 ACRES © WALNUT TREE IN VARIETY 3 CHERRY Y05HINO (25' TALL) 3 EA. THESE PLANS ARE AN INSTRUMENT OF Q MAPLE TREE IN VARIETY 4 DOGWOOD KOU5A (30' TALL) 3 EA. SERVICE AND ARE THE PROPERTY OF THE IRRIGATION CALCULATIONS ARCHITECT. INFRINGEMENTS WILL NOTE: ALL EXISTING TREES SHOWN ARE TO X 5 HORNBEAM COLUMNAR (35' TALL) 2 EA. BE PROSECUTED LANDSCAPE AREA: 28,471 SF REMAIN zozz ALL RIGHTS RESERVED ASSUME 30 ZONES AND I" DIA. PIPE. G REDBUD FOREST PANSY (25' TALL) 2 EA. RUN PER WEEK= 30 ZONES X 3 20 MIN = 1800 MIN WATERING TIME. PARKING LOT LANDSCAPE 174W 7 ZELKOVA (50' - 80' TALL) 4 EA. CAPACITY @ 30PSI W1 I" PIPE = 50 GPM MAX CALCULATION TREE EVERGREEN 1800 MIN X 50GPM = 90,000 GAL/WEEK = 9 GPM....ALLOW 10 GPM 30 SPACES @ 10 51' PER SPACE {. = 300 5F LANDSCAPED AREA IN PAVED 8 ARBORVITAE GREEN GIANT (30' TALL) 29 EA. Robert I. Brown PARKING AREA. PROVIDED: STREET TREES Architect, P.C. (2)AREAS @ 151 SF + (1) AREA @ 247 SF = 549 SF EACH WITH MIN. 2" CALIPER TREE. 20 Bay Ave. Greenport NY AL50 (1) AREA 116 SF WITH LAWN ONLY 9 WILLOW OAK (50' TALL) 19 EA, info@ribrownarchitect.com 631-477-9752 0 0 0 0 _ _ _ _ _ _ _ @ ° 0 @ 0 0 0 0 0 0 _ @ @ @ @ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, O @ ' e i f ' O UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED X I © @ @ @ © © @ 0 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. I /� fcy @ © @ O O ©© ° @ _ @ r r r r @ @ @ ° G�C R rir�0 (�C ° - z 30 0 ? I ( N n I BE FILLED. .r, TREE5 MUST Z3 I © o@ I @ VED DUE TO R S @ S RADE� i R U) V concrete walk ® I O CLIENT OWNER CLIENT m I - S O SAC / O test hole @ i HARD CORNER •�-+ �- - ! ° I _ _ _ _ @ _ J PARTNERS LLC (Tj@ 53530 MAIN ROAD 0 Q © © I @ ® SOUTHOLD NY 11971 I I @ O O PROJECT TITLE MIXED USE Wells (Wells Road) Avenue DRAWING TITLE S I T E P L A N: TREES LARGER THAN BASED ON SURVEY BY: SITE PLAN JOHN C. EHLERS LAND SURVEYOR — LANDSCAPING SCALE: 111 = 30' 11 G EAST MAIN STREET RIVERHEAD, NY 1 1901 '�//� �'" LIGHTING 6 CALIPER �i////� E V ��_zo AND OBSERVATIONS BY CREATIVE ENVIRONMENTAL DESIGN FEB 0 a 2023 DATE SCALE X INDICATES TREES TO BE REMOVED j____ __ w- REV FEB.2, 2023 1" 30' DUE TO CONSTRUCTION Southold Town DRAWING NO. Planning Board INDICATES TREES TO BE MOVED DUE TO CHANGE IN GRADE I Building I I I I I I ISSUES/REVISIONS SUMMARY: A. EXCAVATION SOIL BY BUILDING N DRIVEWAY (Right of Way) Land Now r former) of: E5teve5 Noldln Cor p y 9 p' I d rivewa I ' 2.�MIDENTIAL XED USEBBUILDINGS D BUILDING - 1 332056 CY � k S� 5°55 50 E ` � � k 1 ;"" PROPERTY LINE ��` I w-• -�- �.12' -� I I TOTAL EXCAVATION = 2,58G CY r , n' B. FILL AREAS BY 100 FT SEGMENTS ` V 0-1 NO FILL I-2 NO FILL O FIN FLOOR EL. 2-3 NO FILL 1 2G.5' f ° 3-4 ADD 370 CY j 1 tt 4-5 ADD 2,222 CY 1-0 5-G ADD 370 CY W) � 1 BUILDING 1 I �` I I 1 ,�` I ✓ p G-7 NO FILL N MI� USE BUDDING t TOTAL ADD/REDISTRIBUTE = 2,9G2 CY NET COMMERCIAL UNITS ON r. , �� VOLUME IRST _ �_T r ' ► , , .� RESULT: NEED APPROX. 100 CY FILL TO CCMPLETE a / �"" --� �" 00 THIS PROJECT AFFORDABLE APARTMENTS ^ 'A,, Z � I N SEqOND FLOOR I - S D. I — 1 4� BASED ON SURVEY BY: zo �____s��------ L---- I -----r ► `----� j I JOHN C. EHLERS LAND SURVEYOR x E— I _ I I i i I I _ -I - ,' ,�1------, G EAST MAIN STREET RIVERHEAD, NY 1 1901 I i~ --- I I - I _ __ �____f I I I I I I I I O Ci DATED : 10-08-2019 . W � A� ( ( ✓'P - I ' I v/ I j I j I I I j I I CV p.�, SCTM No. 1000-G I-4-I rt ® I 1j ! I -- I I I ' I ( �-----L PARCEL ZONED HAMLET BUSINESS HB ` V ELEVATIONS REFERENCE NAVD '88 DATUM L J I I �✓ f�C _ 1,^- --Z - _f---- - (n AREA = 99,208 SF OR 2.28 ACRES / I INDICATES EXISTING CONTOUR LINE z I ✓ I -' ✓ e I e/� I I I d`/ INDICATES PROPOSED CONTOUR LINE Ird PI, PERTY LINE 1 ' I _• ) �/� - I 4.. I t - J ;;�1 0 - EDGE OF PAVEMENT _ . I P E'-ICON�{RETE CONCRET `, j nD� I _ _ — _w-•. .. SIDEWALK SIDEWALK I V ( I ( EDGE OF PAVEMENT (Wells Road) 0 1 �4`, 2 WiAIS' �.. ..._ 20 _ -�� 3 5 7 S I T E P LAN: CUT AND F I L L SCALE: 1" = 30' o� o' 18'-o',MAX. C.to C. CD GRADE r J_ •.... .Jy�•^.,�i" M1 W 1 ;4- ' ._-� �� / yr � r�� r �` � /v � � --�r'`.�`�r.�.t'�i:�,� :�':• e 6"MIN LL Builtory ding _` � OCT 29,aoai 9 O ��. p THESE PLANS ARE AN INSTRUMENT OF O W h t o f Way) PERSPECTIVE VIEW SERVICE AND ARE THE PROPERTY OF THE driv Jvb" Land Now or Formerly of: EstevesHolding Corp. driveway ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED ' onry wa a on e k 6 6 4. 1 2' 2022 ALL RIGHTS RESERVED Ov 36" MINIMUM 2 x 2 - � I 1 FENCE POST N WOVEN WIRE FENCE ct (6 x 6 - 10110 WWF) _ z Robert I. Brown FILTER CLOTH00 Architect, P.C. / V - r-w � a-_-�._r -a- -�__+�-a-_-- a- -. •a- ti �_-r_w _-�-_ �w- -;--�i a� _-r-_-.: �` ' -- , 1. W s (V . ( �' ' ' ' ' ' — ' — ' " ' — V 4� stop Zo Bay,Ave. Greenport NY ;; ; C i ZZ f. `--� 00 20 - 5 I into@ribrownarchitect.com _ 3 477-975 N �• I I ' f-- -L_ ------, - G�D 6 1- 2 o IN I �D� _ ___s-- ---� j--- L----I I EMBED FILTER CLOTH E 5' J N I I I i i J ______L_— J ______ L ___ I i i - ., MIN. 6" INTO GROUND Z ----- ----- I - I i i ----i -----r-- i O i i i I NO O l_1.- 4n IT IS A VIOLATION OF THE LAW FOR ANY PERSON, • f ' I I ( I I I I I I I I V- UNLESS ACTING UNDER THE DIRECTION OFA GO ----�_ I I ----- __ - L N NOTE: I 1 _ \� ___ LICENSED ARCHITECT,TO ALTER ANY ITEM ON v / V 0 I I J /I I ' I ' ' L, f J I Q) N THIS DRAWING IN ANY WAY. ANY AUTHORIZED concr e wa i I I i `____ I I r-- - o MAXIMUM DRAINAGE AREA `N I I I l e'x lax 'D L__J L--__ L__ J ALTERATION MUST BE NOTED,SEALED,AND I I - f---' L__J I O 1/2 ACRE / 100 LINEAR FEET PROVIDE GEOTEXTILE FABRIC CONCRETE 1'ASHOUT J PRi�VfGEOTEIt7ILE FABRIC PROVIDE GEOTEXfILE FAB?. (- PROVID GFOTEXTILE FABRIC 2 2 O DESCRIBED IN ACCORDANCE WITH THE LAW. - VIDE GEOT WITTILEH FABRIC / Q J OVER OIL.TOP WITH 6"T +� (D I N CONTAINER.SEE _ YJVER SOIL.TOP WI H 6"THICK �'- OVER SCIll—Zp�WITH 6"THICK OVER SOIL.TOP WITH I K '^ „� - DF AIL I OVER 501E TOP WITH 6"THICK COURSE AGGREGATE GRAVEL COURSE AGGREG GRAVEL U)— U c �OURSE AGGREG E GRAVEL COURSE AGGR GATE GRAVEL SOIL COU E AGGREGATE G EL p _ STOCKPILE _�\ . . . U SECTION DETAIL �~ ICON5TRUC N ENTRANCE O I CONSTRUCTIO,�J{ENTRANCE TO AREA ZTION ENTRANCE TO CONST ON ENTRANCE TO CONSTRUCTION ENTRANCE TO 15 WN FF;OM PROPE TY SLOPE DOWN R;OM PROP TY SLOPE DOWN FROM PROPERTY 5L DOWN FROM PROPERTY SLOPE DOWN FROM PROPERTY 0 z I INEATASLOPEOFS:I ' — ' — ' - — — — SILT FENCE DETAILS LINE AT A SLOPE OF 5 LINE AT A SLOPE OF 5:1 E AT A SLOPE OF 5:I L_______J _ -- 30"X 30"X 15"PREFAB _ _ I � O LINE AT A SLOPE OF 5�I �� O � I / CONCRETE WASH UT CONTAIN 501L �— L- O �,,�� 5TOC LE "X 30"X 1 5"PREFAB Q U °i O Q 1- '> ARE p NCRETE WASHOUT CONTAINER U) „M�/� SCALE Nis CON5TRUC NCE TO �I- SLOPE OF EXISTING 20,.Mfg +�- o o !'r-As" A'R64 Err. GRADE TO PROPERTY LINE f ;',.?. ;•' (`SEA" tL 1" ed e o pavemen e o pavemen '2 6a'x 6a'x VI z"P (571 . 78 FEAVE t3E�l . G REFAB r qh ° CO N ST RU C N CONCRETE WASHOUT CONTAINERw. .. ""� "- t4;:fie d's•,,. 4~':i?n3.,.' -t`'Y b sf Ye .Ks`'..t 9.!`.` CLIENT/OWNER Well `-'�, •«t '- x`� '.",,Asti✓">`„ .`✓'s4.'''''`.^,i.".."�". � ENTRANCE 2 (Wells Road) _ :`.�a.N,.. . 2 Ave '� �;,. wx" .:` .' .n< HARD CORNER " } PARTNERS LLC . .. ry 53530 MAIN ROAD BASED ON SURVEY BY: : _ MOTH � _ U WDW SOUTHOLD, NY S I T E P L A N: CONSTRUCTION ENTRY JOHN C. EHLERS LAND SURVEYOR 11971 G EAST MAIN STREET RIVERHEAD, NY 11901 'i/ , *tyyr ` '`' ► ,- PROJECT TITLE CONCRETE WASHOUT AND SOIL STOCKPILE DSCTM No.0I000-G1 4-I SCALE: i" = o' PARCEL ZONED HAMLET BUSINESS HB STOCKPILE ENTRANCE TO BE 3 ELEVATIONS REFERENCE NAVD'88 DATUM LOCATED ON UPSLOPE }.r MIXED USE O S 70 20 ..#♦A1t N- AREA = 99,208 SF OR 2.28 ACRES CONCRETE WASHOUT INDICATES EXISTING CONTOUR LINE 51GN E COMPACTED BERM 3' SEPARATION (MIN.) RECEIVED DRAWING TITLE - SITE PLAN FEB 0 7 2023 CUT AND FILL PERIMETER CONTROL Soutnold Town CONSTRUCTION ENTRY ETC. PROVIDE GEOTFXTILE SILT FENCE Planning Board EROSION/SEDIMENT CONTROL FABRIC OVER SOIL. - TOP WITH G"THICK DATE SCALE COURSE AGGREGATE 2%sOPr DOMI TO PIT GRAV COMPACTED BERM WITH STABILIZE December ig,zoaa i'=30' I MAX -- LINER KEYED UNDERNEATH ACCE55 DRIVE AS DRAWING NO. CONSTRUCTION ENTRY 2 �I MAX Ice - 10 MIL POLYETHYLENE - - LINER � UNDISTURBED OR CONCRETE WASHOUT SECTION COMPACTED SOIL r tiTs CONCRETE WASHOUT PLAN PERIMETER CONTROL FENCE I " NI5 SOIL STOCKPILE PLAN SOIL STOCKPILE ELEVATION LT-5 NT5 ISSUES/REVISIONS Building Building DRIVEWAY (Right of Way) Land Now or Formerly of: E5teve5 bolding Corp. DRIVEWAY (Right of Way) Land Now or Formerly of: E5teve5 bolding Corp. k S15°55 50 E k S15°55 50 E k FIN FLOOR EL. 26.5' � " FIN FLOOR EL. * - 26.5' O/ — T L l I L.I 1 fU NOTE: A r�f----- N V �'�/• fI! ____ MOUNT BLE" r I ____ ` v + f i L---- ----- ° ! >q NOTE: A f- ---- LCURBS TO r------r 1+1 - j r j "MOUNTABLE" I I - 1 + 1 I I w i I �--- � /�• W VJ I I I W I O --- -L-- j I O I 1 N -- o L J N L---- L J L---- I`n N I..........° 7' I t� z 10W 0 W Tree 9 EV (Wells Road) tiY.. "A;";: d:;° (Wells Road) Wells - 3e= x- Wells SITE PLAN: TRUCK TURNING SITE PLAN: TRUCK TURNING SCALE: I" =30' ENTRY FROM NORTH ''�i�l// SCALE: o" = 30' ENTRY FROMOCT Zg,zoZl /% 5 NORTH MAX. TRUCK 51ZE 35 X 8 / THESE PLANS ARE AN INSTRUMENT OF MAX. TRUCK SIZE 351 X 81 SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Building Robert I. Brown Building Architect, P.C. DRIVEWAY Zo5Bay,Ave. Greenport NY (Right of Way) Land Now or Formerly of: Esteve5 bolding Corp. In 0@r1rOWnarC111teCt.00111 S15°55 50 E DRIVEWAY (Right of Way) Land Now or Formerly of: E5teve5 bolding Corp. k X k S15°55 50 E 631-477-9752 k FIN FLOOR EL. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 26.5' UNLESS ACTING UNDER THE DIRECTION OF A Ln L FIN FLOOR EL. LICENSED ARCHITECT,TO ALTER ANY ITEM ON 26.5' THIS DRAWING INANY WAY.ANYAUTHORIZED Lo ALTERATION MUST BE NOTED,SEALED,AND c— DESCRIBED IN ACCORDANCE WITH THE LAW. Lf'1 w ----- N z a NOTE: A r F3f L----� uA� 1 •� 6� • � CURBS TO r----- N CURBS TO ----� b MOUNTABLE' I ,I I o �W NOTE: A �1- � I a LLJ "MOUNTABLE" I I r---- - t 0NLnW I E I o L J L---- (11rd Z---L ----J •r-d ____ _ _ L L---- CLIENT/OWNER V Z z HARD CORNER - PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 10 W a f -, 2 0 W PROJECT TITLE Tree 9 EV (Wells Road) MIXED USE Wells ti> Ma _ (Wells Road) Wells DRAWING TITLE I T SITE PLAN S E P L A N• TRUCK TURNING CUT AND FILL SCALE: = 30' ENTRY FROM N ''�i// S I T E P LAN: TRUCK TURNING CEIVED O RTH //// SCALE: ><" = o' �/ 3 �� FEB 0 7 2023 DATE SCALE 9, 10' 20' MAX. TRUCK SIZE 35 X 8 ENTRY FROM NORTH /////� L _ _ _ Aug 10,2022 a -30' 1 1 Southold Town MAX. TRUCK SIZE 35 X 8 � DRAWING NO. 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'0 n7 +;..' n' 0p7 ,;!ii 0.00 cop 'DD - 0.00 OGO O.DO Duo UGO 00 000 aoo 000 00 000 Goo 000 000 000 000 000 0L o e .ge o pavement 0. 0.0 too b.00 0.00 a.GG b.o0 0.00 0.00 0.00 b.o0 0.00 b.GO 0.00 0.00 0.00 0.00 b.00 0.00 0,00 b.00 0.00 0.00 0.00 +ODD 1.00 0.00 O.Oo O.oO 0.00 0.00 0.00 aOD 0.00 o.°D 1 too Co cpc ooc' 000 %:or, i;tID oo cDs o Do o a. c0c 000 000 too toe too oo, 000 a o 000 �o�� i,,.,n b /•� 0Q 0 Y°Y ells .00 0.00 0 0 000 b.00 o.o° o.°o o.°° J�O.i�JQhol\�� o,00 o.00 o.00 o.o° 0.0o a.0o boo o.00 a.o° b.00 b.00 a.00 Do DOD a.00 o.00 aoo o.o° o.00 000 o.°o o.°o o.o° o.00 o.°o 'Doc o°p 000 o.Go 0.00 0.00 too 0.0o a,a° hoa o.00 +O,OD *0 00 0.00 i 8 0 (wells koad) V`11 OCT 29,2021 DP, oC _ - - - �. - - ,; , - _r__-�_ _ ,,. - _,:.�..__._„-`-.___.y...:_._.._-_-.----- __.-__..,._..._,.-. ..�_..-.-,„.__..�_ .-...._...-_-_. -------.---�-ter-_ -w----.--.---- .-_,,.._ � __._„_-,.--__.,. '--.....�,_,..__...-,. --,-----�---- _,-_--,:-__._ _-»,___._-•-_-___«----R « + + •. + + _ ,;�i r I;:,;, �.,p � n; ,..,� Doc n�n o u„ rop o m,i pno c.00 o.00 o.00 o.00 o 00� o oc G.oG oon, o 00 0 00 0 00� o.00 o.00 p oo f n.00 0 00 0.00� o.po 0 00�r,.°o o.o° G o0 0.00 0.00 0.00 00 0.0o a o0 000 o.00 o.00 o.°'�o '-"5-oa °.°G o 00 °.00 °o0 00 0.00 0.0o aoo 0 oa o.o° o.00 °.Go G.00 o.oG 0,00 °.00 o.°o °.00 o.rnp °G° o.o° o.00 o.00 °G° °.00 o.00 0 00 o.on i I,f 00r' e �ry �y,,�.^p g� �. } DO 0 i.. ;,:J ,,, i pu , 0`I,. ;na i�` ;_ �[p ;�' „ eoo '.oe � ' ' <,.,>, � p,_� 000 o:oo, 000 b.00 �t„� too o.00 � too o.00 boo '000 �� o.00 too o.oq a. .; :.; ^'p ', _ r>,<,.: � „,u,� ? r,00 ono � �� o.00 o.oa �b.00 a.op �o.oG boa��'o�o��oop 000 G.00 b.00+ 1�o 07O b.00 o.ao 1 t0a'000 too 1 SJ�.t30 b.00 b.00 1�'��0 b.oa b.00(�0 o.oc o.00'�ilel�ti o,00 o.no 1065 000 o.00 b.GG b.00 b.00 o.00 bop i %;r0 "boo, o;o o.pc bro 1 ou o 00 000 boo $oc o po 0 0o b.00 too 0.00 'DOD 0 00 0.00 0 00 o.oc 000 o.00 0 op o co o.uo b o0 0 00 0.00 0 0o b,ao 0 00 0 0o boo b o0 0.00 'o 00 'o.00 b.oG b.00 'DOD b.00 o.oG a.00 o.00 000 b.oq o.00 boo b.00 b o0 0 0o b.00 b.00 b.00 b.00 too 0.00 o.ao b o0 11 THESE PLANS ARE AN INSTRUMENT OF "° tpo a.Go a.00 o.00 o.no SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL Do 0 .. ,.: ,cG „ co _ 'd.G;; ':,DG ';;or, a.po o.0r. o oe b.no b.00 o.pp b.00 b.00 o eo eon a.00 a 00 bop DOD b0) 00G DOc o.00 DOD too a.00 +DOD 'DOD +DOD O.GO 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 IUD 0.00 0.00 000 0.00 0.00 a.W t'DO L00 0.00 O.Oo a.0o O.Oo 0.00 0,00 0.00 0.00 'ho 0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 DOD c.00 0.00 0.00 b.o0 0,00 1 BE PROSECUTED 2022 ALL RIGHTS RESERVED Ooe +o oo c oo O.00 aoo ODD 0.no o of, c.^,o L," 0 DO 000 .�;D o m) o op I, G P DC 000 -o.DO b.uO 000 000 oop 0.00 `000 0.G0 +0GO 0.no O.Do oop '000 Oo0 0.00 b0C +DOD 0.00 c.00 +DOD 0.00 0.00 0.00 'ho +D OD Ooo 0.00 000 L00 0.00 0.00 DOD +0.00 b.Do O.oO 0.00 0.OG b.o0 0.00 t00 boo 0.00 b.OG b.00 a.o0 0.00 000 'G.OG b.0o 0.00 0.00 aGO 0.00 0.00 '0.0o b.00 0.°o 0.00 too a.GO 0.GO 0.00 +O DD a.00 0.00 0.00 0.00 DOD '0.00 1 Robert I. Brown Architect, P.C. Zo5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ��Cs�O 1RT I.g�O • . N CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE , , _ MIXED USE DRAWING TITLE SITE PLAN RECEIVEu LIGHTING STUDY 1 FEB 0 7 2023 Southold lT®wn DATE SCALE Planning Board Aug 10,2022 i'=30' DRAWING NO. Calculation Summary Expanded Luminaire Location Summary PLOT TO22"X34"PA E Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type Grid Z ISSUES/REVISIONS BIdg2 Drive Illuminance Fc 0.03 0.2 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 LumNo Til Y MTG HT orient Tilt BIdg2 walkway Illuminance Fc 1.24 2.7 0.3 4 13 9.00 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 2 B 9799.369 -5770.396 17.5 90 0 2 B 9799,369 -5774.136 17.5 270 0 BIdg3 Drive Illuminance Fe 0.00 0.0 0.0 N A N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 3 C 9808.829 -5709.192 17.5 270 0 BIdg3 walkway Illuminance Fc 0.59 21 0.0 N A N.A. Readings taken @ 0'-0"AFG 4 4 Horizontal 0 4 E 9663.152 -5693.255 3.5 270 0 � a I. BIdg4 Drive Illuminance Fc 0.00 0.0 0.0 _ N A N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 5 E 9665.73 -5702.102 3.5 0 0 ag$ BLED5-42Y ;� BLED5-42Y BIdg4 walkway Illuminance Fc 1.36 29 0.5 272 5.80 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 6 E 9665.644 -5713.512 3.5 0 0 � e - 7 E 9665.729 -5725.267 3.5 0 0 ;� t a�� x a BIdg5 rive Illuminance Fc 0.03 02 0 0 N A N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 g E 9665.73 -5737.021 3.5 0 0 1 � ------•- --••--••-----•--•--- •-...-.---__.m_..._._..._,...,.,,,-_..._",.�._„_„w,,,, ,�,,,..�_•,�•_„--,,,� Bldg5 walkway Illuminance Fc 1 34 3 1 02 670 15.50 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 9 E 9674.084 -5699.305 3.5 90 0 ,Ilia g t s { Technical Specifications(continued) --�-- I'sf cog I Project: Type: Landscape Illuminance Fc 0 G2 G 1 0.0 N A N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 18 E 9671.226 -5742.927 3.5 0 0 1 a A - - -- -- - g �a� � Construction Other Electrical Landscape 5 Illuminance Fc 0--_33 - 0 5 0.2 1,65 2.50 Readings taken @ 0'-0"AFG 10 10 Horizontal 0 20 E 9664.329 -5767.474 3.5 90 0 0111 U a H ,J __ _�, _ _, Finish: Warranty: Driver: Landscape_1 Illuminance Fc 0.14 2.3 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 21 E 9671.222 -5757.642 3.5 0 0 ill a Ill 3 » � -" 1 g @ z a° a Formulated for high durability and long-lasting RAg warrants that our LED products will be free Multi5W high output long life LED Driver Landscape_2 Illuminance Fc 0.09 0.2 0.0 N A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 22 E 9679.933 -5773.813 3.5 90 0 a a l a Prepared By: Date: color from defects in materials and workmanship✓!d I s IL��G' � p fora Constant Current,Class II,120V-240V,50/60 Hz. } 23 E 9687.835 -5774.407 3.5 0 0 Landscape_3 Illuminance Fe 0.27 1.6 0.0 N.A. N A. Readings taken @ 0' ( Anchor Bolt period of five(5)years from the date of delivery All-0'AFG 10 10 Horizontal 0 24 E 9687.539 -5786.622 3.5 0 0 $ a I The anchorbolts for the BLED's have the to the end user,including dngvcoverage of light and ! Landscape_4 Illuminance Fc 0.01 1.2 0.0 N.A. N.A. Readin s takes 0'4'AFG 10 10 Horizontal 0 - --- - -- -- -• € Theanchor olsiforthe -ED'sha etlong fixture finish.RAB'swartantyissubjecltoall 9 @ 25 E 9687.242 -5798.911 3.5 0 0 € ! following Offsite Illuminance Fc 0.00 0.04 0.00 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 26 E 9687.613 -5811.051 3.5 0 0 a z s H �- _,__._, __„ -„ _ with 2 3/4"hook.Available online in odf file terms and conditions found at s R se' „, Driver InfoLED Info ) rabli tiling corn warrentyGreen Technolo g27 E 9687.539 -5825.119 3.5 0 0 �� '" I Technology:Parking Lot Illuminance Fc 1.39 4.6 0.1 13.90 46.00 Readings taken @ 0'-0"AFG 10 10 Horizontal 0 �(° >! �t� a. Type Constant Current Watts 5W Mercury Equivalency 28 E 9726.87 -5777,174 3.5 180 0 Q =$ ry and UV free RoHScompliant q cy i Property Line Illuminance Fc 0.01 0.04 0.00 N.A. N.A. Readings taken @ 0'0"AFG 10 N.A. Horizontal N.A. s' €< 120V 01A Color Temp 3000K(Warm) i components. Equivalent to 13W CFL or60W Incandescent 29 E 9726.981 -5789.634 3.5 180 0 3 208V 0.06A Color Accuracy 87 CRI I ROW Line Illuminance Fc 0.01 0.04 0.00 J�N .A. N.A. Readings taken @ 0'-0"AFG 10 N.A. Horizontal N.A. 30 E 9726.981 -5803.748 3.5 180 0Gradet Buy American Act Compliance: Walkway Illuminance Fe 1.68 4.9 0.0 .A. N.A. Readings taken 0'-0"AFG 4 4 Horizontal O Professional LED Bollards compliment any pathway or landscape design. 240V 0 A L70 Lffespan t00,000 Hours ) 9 @ 31 E 9726.908 -5817.271 3.5 180 0 m Low profile 5W Square LED comes in Cool,Warm and Neutral color temperatures 277V N/A Lumens 128 RAB values USA manufacturing!Upon request, > Bollards come in 18,36 and 42"versions € RAB may be able to manufacture this product to 32 E 9726.981 -5830.479 3.5 180 0 v 3 I Input Watts 5.2W Efficacy 24.6 IrtJW I i II quotes/orders generated from this layout must be forwarded to the Local Rep Agency be compliant with the Buy American Act(8AA). 33 E 9735.058 -5774.225 3.5 90 0 0 `° Color Bronze Weight.11.81bs on � Please contact customer service to request a o = Rroject:Parking Lot 34 E 9663.716 -5827.385 3.5 270 0 m0 quote for the product to be made BAA ; -�i o 0 compliant. Sym Qty T g La el Arr Lum.Lumens rr.Lum.Lumens LLF Description BUG Lum. Arr. Total 35 E 9678.698 -5832.726 3.5 90 0 ,� N 3 0 ___ •••,-,____-. _ _ _ o ,•.,,_- ___ 37 E 9699.443 -5832.844 3.5 90 0 --- ------ N Rating Watts Watts Watts 38 E 9715.244 -5832.844 3.5 90 0 � � d � Technical Specifications E Dimensions�„"44f„Yrv•�VT��•• � Features i s� 1 C ALED3T50Y-SS-B Single 6139 6139 1.000 ALED3T50Y+ALED150SS(BACK SIDE SHIELD B1-U0-G2 54.5 54.5 54.5 39 E 9743.212 -5738.818 3.5 180 0 High output LED 1 B ALED3T50Y x 2 @ 180° Back-Back 6377 12754 1.000 ALED3T50Y(Pole Mounted,Type III) B1-UO G2 53.5 107 107 0 Compliance Lumen Maintenance: Mounting: 12rcn 40 E 9743.241 -5750.806 3.5 180 0 d P it 9 r' ! 45 E 9746.834 -5753.263 3.5 249.652 0 ° a 100,000-hour life o O UL Listed' The LED will deliver 70%of its initial lumens at 42"Bollard f( t N 100,000 hours of operation 3 Superior heat sinking with die cast aluminum housing E 46 E 9685.609 -5699.305 3.5 90 0 G '> m suitable for locations Cold Weather Starting: > i € o N o n ry Color Consistency: i Meets ADA Requirements € Luminaire Schedule 47 E 9697.133 -5699.305 3.5 90 0 N a € IESNA LM-79&IESNA LM-80 Testing- y Minimum starting temperature is 40°C(-40°F) ' q n Ti m 3-step MacAdam Ellipse binning to achieve = ## 48 E 9708.658 -5699.305 3.5 90 O RAB LED luminaires and LED components have Maximum Ambient Temperature: ti d Project:Project_1 � R consistent fixture-to-fixture � a• i 6 been tested by an Independent laboratory in 49 E 9720.182 -5699.305 3.5 90 0 3 accordance with IESNA LM-79 and LM-80 Color Stability: Suitable For use in up to 40°C(104°F) YB'" t Sym ty Tag Label Arr Lum.Lumens Arr.Lum.lumens LLF Description Lum.Watts Arr.Watts Total Watts BUG Rating 50 E 9731.707 -5699.305 3.5 90 0 Gaskets: t I Dark Sky Conformance: LED color temperature is warantied to shift no I i 4 D WPLED5Y Single 128 128 1.000 WPLED5Y(WaIlMounted) 5.3 5.3 21.2 B0-U1-GO 54 E 9737.619 -5706.734 3.5 180 1 0 g Contormsto(allowsforconfomanceto)me more than200Kincolortemperetureovera5- High temperature silicone I 4 52 E BLED5-42Y Single 128 128 1.000 BLED5-42Y(3.5ft tall Bollard) 5.3 5.3 275.6 BO-UI-GO 55 E 9737.558 -5721.514 3.5 180 0 requirements for the lDA's"Fixture Seal ot year period oa. j i 56 E 9737.517 -5733.868 3.5 180 0 ( Approval"as of March 1,2016 Color Uniformity: Total Lumens 12754+ 6139+128x56 26,061 57 E 9950.753 -5834.165 3.5 180 0 = & Performance RAB's range of Correlated Color Temperature Pi( = = 58 E 10079.884 1 -5836.612 3.5 0 () follows the guidelines of the American National 59 E 10137.155 -5837.471 3.5 180 0 B Lifespan: Standard for Specifications for the Chromaticity a 0, `S S 100,000-Hour LED lifespan based on IES LM-80 of Solid State Lighting(SSL)Products,ANSI 60 E 10230.421 -5838.835 3.5 180 0 0 _ results and TM-21 calculations C78 377-2017. �~ NOTES: 61 E 9953.918 -5802.825 3.5 270 0 3 1. 0. o LED Characteristics _Construction The light loss factor(LLF)is a product of many variables,only lamp lumen depreciation(LLD) 62 E 9965.895 -5802.825 3.5 270 0 !a .� 0 m Housing, has been applied to the calculated results unless otherwise noted The LLD is the result(quotient) F Color Temperature: 9 of mean lumens/initial lumens per lamp manufacturers'specifications 64 E 10061.976 -5810.761 3.5 270 0 0 3000K Precision die-cast aluminum housing lens frame 'Illumination values shown(in footcandles)are the predicted results for planes of calculation 66 E 10156.999 -5800.052 3.5 270 0 R � either horizontal,vertical or inclined as designated in the calculation summary Meter orientation 67 E 10233.723 -5811.235 3.5 270 0 --------'----"-- is normal to the plane of calculation 68 E 10245.628 -5811.055 3.5 270 0 The calculated results of this lighting simulation represent an anticipated prediction of system PROPOSED POLES TO BE MOUNTED 69 D 10256.63 -5803.84 8 270 0 s performance.Actual measured results may vary from the anticipated performance and are subject ON 30"TALL CONCRETE BASE, a to means and methods which are beyond the control of RAB Lighting Inc. 70 D 10163.198 -5792.837 8 270 0 E ALED 150SS BASE TO BE DESIGNED BY OTHERS. ALED3T50Y m Mounting height determination is job site specific,our lighting simulations assume a mounting 71 D 10054,478 -5803.747 8 270 072 D 9976082 5796081 8 270 0 N a � ••�__"__••___",._ �_,�_��..�._.__. � �_ ��•- �•.••••`-,.._ height(insertion point of the luminaire symbol)to be taken at the top of the symbol for ceiling . - . ing � mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations 73 E 9745.45 -5711.827 3.5 270 0 2 iW� w 74 E 9757.45 -5711.827 3.5 270 0 ?• QP It is the Owner's responsibility to confirm the su,tabihty of the existing or proposed poles and bast,, v o f e F i Project: Type: to l Type: to support the proposed fixtures,based on the weight and EPA of the proposed fixtures and the owner's PS4-11-15D2 76 E 9744.855 -5774.171 3.5 t) 0 �.D site soil conditions and wind zone.It is recommended that a professional engineer licensed to pract,e 77 E 9671446 -5769.431 3.5 0 0 �'m` b i SSp in the state the site is located be engaged to assist in . this determination. -r N'c w The landscape material shown hereon is conceptual,and is not intended to be an accurate 78 E 9744.786 -5786.493 3.5 0 Q m -+o - i fffrfrr �`"_. `- `.' .' '". .-` ,,,.,,,,,._,_,,,"-,__„-,•„__"„„_,____ _ __,_,____, %.'r 7 _ a'.a .,,:a:wp ,u Pre erect B Date: Z gq , representation of an articular plant,shrub bush or tree as these materials are living 9 E 9750.803 5765.114 3.5 180 0 ,,rx °.?, "s - P y +; ~••r;,. '�,i Prepared By: Y P P 9 objects, " i%r;r� •ria I " PDate: {,. T i otal Quantity:59 c ;k I The dual illuminati al 1 on values measured in he field will 4ri I t i 3 t', ,rid�+ a, r •Photometric 0 omeMc model elements such as buildings,rooms, a #- - I g o s,plants,furnishings or an architectural ��. i'.; :)��'f, ,j;, details which impact the dispersion of light must be detailed '>L� I �,-�� p p g d t ed by the customer documents for inclusion ':+• 'f.jy,;, . in the RAB lighting design model.RAB is not responsible for any inaccuracies caused ay incomplete €{ Driver Info LED Info information on the part photometric the customer,and reserves the right to use best judgement when translating BLED5-42Y tit Type Constant Current Watts 50W `Ustgmerrequestsintgat°dies. ALED3T50Y-SS-B ALED3T50Y x 2 @ 1800 WPLED5Y 120v 0.46A Color Temp 3000K(Wartn) OCT 2O,2021 •RAB Lighting Inc.luminaire and product designs are protected under U.S.and International intellectual i 208V 0.27A Color Accuracy 71 CRI property laws.Patents issued or pending apply. Color:Bronze Weight:32.0 Ibis 240V 0.23A L70 Lifespan 100,000 Hours Weight:0 0 Ibs MAR.10,2021 4 277V 020A Lumens 6,500 { Input Watts 54 6W Efficacy 1191mm �S WPLED5Y 1) WPLED5Y :� 1 _ __.. .. _.._, ,.. ._, __w_-_ _ _ THESE PLANS ARE AN INSTRUMENT OF SERVICE HE PERTY ethnical Specifications Te�hnicalSpecifications_ ARCHTECT.NDINRET EMEOTSWILL OFTHE I I"Technical Specifications(continued) Com liance Construction BE PROSECUTED Project' , Type: € i P Housing Other � LED Characteristics Color Stability: Surge Protection: ( UL Listed: IES Classification: Die-cast aluminum housing,lens frame and Buy American Act Compliance: 2022 ALL RIGHTS RESERVED LEDs: LED color temperature is warranfied to shift no 1 KV Suitable for wet locations as a downlight The Type III distribution Is ideal for roadway, mounting arm RAB values USA manufacturing!Upon request, E more than 200K in color temperature over a 5- general parking and other area lighting Mounting RAB may be able to manufacture this product to 5W,high-output,longaife LED I DLC Listed' Y P - ,'''-�"., `g;p;:'.""[• ' - ) j € t Prepared By. Date: I ( year period i applications where a larger pool of lighting is Universal mountingarm tom be compliant with the guy American Act(BAA). `'-;� ;•t•'--;;'. • �„ '° "`� a j ; Color Temperature: i This product is on the Design Lights Consortium required.It is intended to be located near the compatible for hole Please contact customer service to request a t - Color Uniform' q i -,i'w^ ^ ) �$" ^`?'•";"" ^' ( 3000K Uniformity: (DLC)Qualified Products List and is eligible for side of the area,allowing the light to project spacing patterns from 1"to 5 t/2"center to quote for the product to be made BAA 6� <''"c` - t ^ `''••">' center.Round Pole Adaptor plate inducted as a RAB's range of Correlated Color Temperature I rebates from DLC Member Utilities outward and fill the area. compliant • ,.., d ; t , standard.Easy slide and lock to mount fixture ,� ., ,,,,, • Color Consistency: he guidelines of the American National Productode 0 1 �_�., ncy: follows t D IPRating' with ease Round pole diametermustbe>4"to ,',.,,:,;°' ' ''' e".".=i,. ,.p�,1. ,�.e�i� ...,;,.'- ..,• - achieve est t fixtures t90orientation. '____.,..-..��__...............» ..._._.__......,.,.,,.,____-___ Standard for Specifications for the Chromaticity _ 3 step MacAdam Ellipse binning of Solid State Lighting(SSL)Products,ANSI I IESNA Ingress protection rating of IP66 for dust and gun I ures a "'""-^""""-""'-•"•--- -----^- - a;�• '' " - y' , Driver Info LED Info consistent fixture-to-fixture color to SNA LM-79 8 IESNA LM 80 Testing. f C78 377-2017 I RAB LED luminaires and LED components have water Reflector: Dimensions t i been tested b an independent taboret Robert I. Brown Type Constant Current Watts 5W 1 Y Pe laboratory in i Electrical I Ambient Temperature. Specularvacuum-metallizedpolycarbonate "••'s=,,';''•'' ; tZOV 0 18A Color Temp 3000K Warts f accordance with IESNA LM-79 and LM-80 xr (Warm) Suitabieforuseinupto40°C(104°F) Gaskets: i Architect P.C. P 1 Drivers: Dark Sky Conformance: 208V 018A Color Accuracy88CRl f t I Cold Weather Starting: Hi h- LED SW Wall packs patent-pending thermal management system.100,000 hour s 240V 0 18A L70 Lifespan 100,000 Hours Constant current,Class 2,100-240VAC,50-60 � Conforms to(allows for conformance to)the 9� g temperature silicone gaskets L70 Lifespan 5-year,no-compromise warranty - 277V NIA Lumens 128 Hz,0.18 Amps. requirements forthe IDA's"Fixture Seal of Minimum starting temperature is 40°C(40'F) 20 Bay,Ave. Greenport NY ' Approval"as of March 1,2016 Thermal Management: Color: Weight 201bs 's Input Watts53W Efficacy 2421m/W f ••------------------------__..._.._._..,,,..,..,-.,,,_„_„_,,...._,_,_„..,_.._______,,.,,,,,.,„,,,__,,..�• in?o@ribrownarchitect.com Performance t 1 Superior thermal management design with Dimensions 127 rrl Features High performance LED light engine j Lifespan: external operatoriel Air-Flow even i fins n high s maximum 631 477 9752' __ _._._... .__ ._....._,. „•,.._.,,--_.,...„_,_,_-,,.d .-. ..-...._.. .. ...- „ ...... . . .. ...-....._ . ....,.. .., c ent i 100,000-Hour LED lifespan based on IES LM-80 environments j Maintains 70%of initial lumens at,00,000-hours temperature t �,-,.,._..-,...,,,..,„.„,_,., .,..-. , .,,"-. .. ..,....._. ..... ...._. , ...,......_ „_,.. ..................__-,. € ,i.4crh results and TM2lcelculahons ' I Technical Specifications i __ Weatherproof high temperature silicone gaskets - - M } Superor heat sinking with die cast aluminum housing and external Compliance Cold Weather Starting. Other i {i} { fins IT IS A VIOLATION OF THE LAW FOR ANY PERSON, j UL Listed: Minimum starting temperatures 40°C(40`F) patents Replaces 13W CFL or 6OW Incandescent c UNLESS ACTING UNDER THE DIRECTION OF A Suitable for wet locations in downlight position Housing' The WPLED design is protected b I 27cm --_- ; € 100 up to 240 Volts LICENSED ARCHITECT,TO ALTER ANY ITEM ON g p y patents j 3 i only Suitable for mounting with 1.2m(oft)of pending in the U S.,Canada,China,Taiwan and ' - i € 5-Year,No-Compromise Warranty THIS DRAWING IN ANY WAY.ANY AUTHORIZED Precision die-cast aluminum housing ard p 9 i I - _ P " ALED3T50Y 9 ALED15OSS ;� the ground. mounting plate 1 1/2"backbox with three 112" Mexico i ALTERATION MUST BE NOTED,SEALED,AND IESNA LM-79&IESNA LM-FO Testing- conduit entry points. Warranty' r = j € DESCRIBED IN ACCORDANCE WITH THE LAW. RAB LED luminaires and LED components have Gaskets. RAB warrants that our LED products will be free i "- -^"�•')5 13 """"""""'""""""""'"""""""""""""""--'-"'•--•""' "'"""'^'-"'"" ""'"""'""'••'"""-""-""-""- "---'•-----.--'^^^+� ts' been tested by an independent laboratory in High-temperature silicone gaskets from defects in materials and workmanship for a = .� Technical Specifications continued s -- � P (continued) ( ta.tss accordance with IESNA LM-79 and LM-80. period of five(5)years from the date of delivery Performance Finish to the end user,including coverage of light j I I Construction Color Uniformity: aoo tx,es yes \J��N.rGD!w•C�� - BAA Compliance: `j Formulated for high durability and long-lasting output,color stability,driver performance and Lifespan' color fixture finish RAB's warranty is subject to all € i EPA. RAB's range of Correlated Color Temperature Click b=for BAA compliance. terms and conditions found at cc i y f 1 FiMure'0.75 follows the guidelines of the American National �I Qj 0 0 100,000-Hour LED lifespan based on IES LM-80 Green Technology: i = Standard for Specifications for the Chromaticity Warranty: �(� ti�'1" y J, results and TM-21 calculations r lighting.com/warranty r ��-�� ,�,„.• � 2 Fixtures at 90°:1.2 •-'•-'•----^-'--•----•-•-•---•---- -•------ - � of Solid State Lighting(SSL)Products,ANSI RAg warrants that our LED products will be free \ �x'�p aTI{."`,(d'• Mercury and UV free RoHS-compliant 2 Fixtures at 180'2.4 s Construction Equivalency: i i C78.377-2017, from defects in materials and workmanship for '14' yy L''^ •'�„,�' € �„,„ „ components. , € 3 Fixtures at 90 2.4 :7'!i1 0 11"0 rp.istx.'r( .400 Equivalent to 13W CFL or 60W Incandescent + period of five(5)years from the date of delivery �I vi q a Fixtures at 90°:1.6 Electrical oeaout o�aq oeaoartotnp 4✓ IP Rating: i idz3 iris t to the end user,including coverage of light Buy American Act Compliance: I i Finish: t1Et/t a! t Ingress protection rating of I P6fi for dust and i D Driver: output,color stability,driver performance and 1 f water RAB values USA manufacturin i Upon request, I 4 fixture finish.RAB's warranty is subject to all 1.000 7 9 Pi t Fornulated for high durability and long-lasting Constant Current,Class 2,1400m&100-277V, terms and conditions found at Ambient Temperature: RAB may be able to manufacture this product to t i color 50.60Hz,0 8A,Power Factor 99% be compliant with the Buy American Act(BAA). 1 i rebliohting comlwarranty Q IV L�f`i Suitable for use in up to 40°C(104°F) Please contact customer service to request a s Green Technology: THD: l Equivalency: to a" quote for the product to be made BAA ( i Mercury and UV free.RoHScompliant 6.1%at 120V,9.4%at 277V Equivalent to 200W Metal Halide compliant. I components q i see s.s°o Power Factor: American Compliance: .............._,,.,,,.._.-_-.. ,,. .-... LED Characteristics Buy A Act 99 6%at 120V,96%at 277V RAg values USA manufacturing'Upon request, LEDs: Surge Protection: RAB may be able to manufacture this product toL CLIENT/OWNER PS4-11-15 D2 ;� PS4-11-15 D2 ;� Multi chip,h(gh output,long-life LEDs6kVsurge be compliant with the Buy American Act SAA), € Color Consistency: accordance with IEEE/ANSI 62 412 pression protection ed m quote for product to be d BAA st a ...-..„,.............._....,_,.,».............__,,,,,... .__._._.,,_,__„_,_._,., f„_._„_...,..._,_„- 3-stepMacAdamEllipsebinningtoachieve Other compliant,tag ,.'.. ..._-__,-..._..,.._____..,_.._.-.,....,,.._,.,,_-,,..-._,...._.,,,...,,_.,-.._..._... ...-..,,,_,..-.-...-_____ _,,._.,,,.._,_.._..__..,"„-_„..,.,.,,__.._._._.,,___...,,,,,-_,,... - M___.� ___. ,_�_____�M - t customer service to request HARD C O RN E R E consistent fMure-to-fxturecolor PARTNERS LLC Technical Specifications(continued) _ Patents: Optic,) r Project: Type: Color Stability: ` (A - � The ALEDTM design is protected by tents BUG Rating' { ; Construction _.._ Pre-Shipped Anchor Bolts: Other f S I j LED color temperature is wartantied to shift no pending in the U S,Canada,China, and g0 W G1 Anchor of Bolts can be upon request for Terms 0 a e ! more than 200K in color over,5- Mexico. ALED3T50Y 53530 MAIN ROAD h Bolt SOUTHOLD NY 11 1 Galvanized anchor bolts and galvanized additional height charge Pole Terms of Sale is available online, year period ' 97 f)•, ' Prepared By: Date: I hardware and anchor bon tern late.All bolts Max EPA's/Max Wei tits: -•••------•--• y 1 P 9 Buy American Act Compliance: _ ,,"- ,• --••,-•.--- - - -- -- ehave a 3"hook p „"`"""'_"," v_...,____,....,"._ ..,_•___,. Anchor Bolt Templates 8oMPH 12.5 ft./440 lb. B values USA manufactunngl Upon request, FFeaturesiRA nOrdering Matrix a D RAB may be able to manufacture this product to 9OMPH 9 0 ft 1440 Ib me S'WARNING Template mustbe printed on 11"x be compliant with fhe Buy American Ad(BAA). "'"" ( Dimensions 66%energy cost savings vs.HID i 17"sheet for actual size.CHECK SCALE BEFORE IOOMPH 6.6 ft./440Ib. I, I Family Optics Wattage Mounting Color Temp Finish Driver Options Options Other Options PROJECT TITLE Please contact customer service to request a i 100,000-hour LED lifespan p u I USING.Templates shipped with anchor bolts 110MPH 4.8 ft.1435 Ib. """ '""""""""'"• s' ^•------•^-•---- + P pP quote for the product to be made BAA ALED;' 3T 50 Y " �n t 120MPH 3 4 fr/4351b 00 j 5-Year,No-Compromise Warranty C and available online. corn liant. - .vr ___. __.z".`.,-,._.-.-..,-_.- ',_...,..,-.._._...;":-....,.-.__.._.-,-._,e;,`:._ .,_.... .-....._..._.._ i 130MPH 2 3 ft/435 lb. P , ...51'..._.................,,._..,�..._....._-,..__-_.,.,.,..��;,...,...,._..,..,,..,...,._.'; = 4T=Type 50=50W Blank=Pole Blank=5000K Blank= Blank=120-277V Blank=No Option Blank= 140MPH 1.4 ft./430 lb. { 'e (Cool) /480=480V /LC=LightcloudO Standard _ _ = I IV 78=105 mount Cool Bronze i ,50MPH 0.8 ft./420 lb � ffI II 3T=Type 105=105W SF=Slipfitter N=4000K RG- IBL=Bi-Level Controller USA=BAA £ III 125=125W Neutral Roadway Gray /D10=0-tOV IPCS=120V Swivel Compliant MIXED USE Square steel poles dulled for 2Area Lights at 180°.Designed for ground mounting ^^^"-'�"^---""•-•••r--•-^•---^•-----'^'-'^••^'-•^�•---------•---^•------•�---•-•--•---------•-•.•-�•-----•-�-----•------------•--•_----•--- 1 2T=Type 150=15OW Y=300 K W=While Dimming Photocell i -..__,. _..,_ € I ll (Warm) K=Black /480/D10=480V, /PCS2=277V Poles are stocked nationwide br quick shipment Protective packaging ensures � 0-10V Dimming Swivel Photocell € poles arrive at the job site good as new. Dimensions Features r�, € /PCT=120-277V Color Bronze Weight 105.5 Ibs Designed for ground mounting , , I Twistlock Photocell gnre. rh Heavy duty TGIC polyester coating i /PCS4 480V Swivel Photocell DRAWING TITLE ».__.,_-_._-._....„,..,,.,.,,„,„,..„,.",-„,--.,,„,_„_,,,..-w._-__•,,,,,,,,.,.,.,--„"",_,,,...,,_- „.,.,J Remforcedhand holeswat grounding g nd removable cover for SITE PLAN ( ea sy wiring access Technical Specificatiols i I E I VS2=ckPhotocell !!!!!! o e caps,base covers&bolts are sold separately i € /WS2=Mu ti-Level M54=Multi-Level LIGHTING STUDY 2 Custom manufactured for each application f Motion Sensor 20 fit !! i t Motion Sensor 40 ft. Compliances Color. Shaft Size: i i 4 15 E GSA Listed: Bronze powder coating q^ Suitable for wet locations Height Hand Hole Dimensions 3"x s° } DATE SCALE Construction 15 FT , Shaft: Weight: Bolt Circle /F 46,000 p.s i.minimum yield. 106 Gault 8 1!2" € i n/o> 1 IB" t f \ DRAWING NO. N/A Hand Holes: Gauge: Base Dimension: i q I $ e CFC - - Reinforced with grounding lug and removable 1t 8" ( ' cover Wall Thickness ; FEB Q % 2023 Base Plates: 1/8" ,._. , ._. ,_., -______ � _ _ Y- i Slotted base plates 36,000 p s.. i ..�OUthOId Town ng All saves shipped Planning Board i All poles are shipped m individial corrugated , cartons to prevent finish damace ISSUES/REVISIONS II II II I I II L� �1 II II II II OCT zg,2021 II II THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL CRAWL S I I BE PROSECUTED PACE CRAWL SPACE aoaa ALL RIGHTS RESERVED II II II II II II Robert I. Brown Architect, P.C. II zo Ba Ave. Green port NY I ( ( inf5o@ribrownarchitect.com � — — — --� 631-477-9752 I - - - - - - - - - - - - - - - - - - - - - - - - - -j IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. - - - - -� I I 0F , . ��J I � CLIENT OWNER HARD CORNER - - - - - - - - - - - - - -I ( PARTNERSLLC — — 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE FOUNDATION PLAN MIXED USE \ 0 5 10 DRAWING TITLE BUILDING i FOUNDATION PLAN DATE SCALE RECEIVED May 25,2022 3/16"=i'-o" -- - DRAWING NO. FEB 0 7 2023 Southofd-Town Planning Board ISSUES/REVISIONS UP 1 5-1 1' 27-0" UP 47-1 O" G'-O" 27-0„ sq OCT 29,2021 13 7.3 GROSS 5f UNIT 3 RETAIL N — — — POSSIBLE WET THESE PLANS ARE AN INSTRUMENT OF RETAIL USE SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL � 123G.2 net 5f BE PROSECUTED 2022 ALL RIGHTS RESERVED CD ' G' � a UNIT 1 UNIT2 DRY RETAIL DRY RETAIL ' Robert I. Brown • O 6'—O" Architect, P.C. 20 Bay,Ave. Greenport NY 1 ,803.3 GROSS 5.F. 1 ,803.3 GRO55 S.F. ; ini�o rlbr wn r;3 @ o a chitect.com 1 ,744.2 NET S.F. 1 ,744.2 NET S.F. 631-477-9752 C'_o„ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. O `ram},7-iJ A,,tT�`! ��A CLIENT/OWNE HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 FIRST FLOOR PLAN PROJECT TITLE 0 5 10 MIXED USE DRAWING TITLE BUILDING i FIRST FLOOR PLAN DATE SCALE May 25,2022 3/16"=i-d RECEIVED E DRAWING NO. AM i FEB 0 7 2023 Southold Town Planning Board ISSUES/REVISIONS APARTMENT Z APARTMENT 3 0 APARTMENT 12'-01/2" — — --� m m -0" BEDROOM 5TORAGE =_ In 12'-2 1/2" 88 NET I p 5-0 n2'-G' r—r—E 15'-10" I L L SF O _ _ = BEDROOM = STORAGE 94 NET N ' DOWN 5f m DOWN OCT z9,aoz� 12'-2 I/2° iTHESE PLANS ARE AN INSTRUMENT OF n SERVICE AND ARE THE PROPERTY OFF THE N ARCHITECT. INFRINGEMENTS WILL i—Tp 121-011 9 5 3 g 5f BE PROSECUTED N 599 net 5f (575 net 5f 2022 ALL RIGHTS RESERVED N KITCHEN BEDROG M m 5TORAGE Robert I. Brown 18'-7 6 5 NET Architect, P.C. �, 5 F 20 Bay Ave. Greenport NY info@ribrownarchitect.com o 8'-4 1/2" 631-477-9752 N LINU'r NG 1T IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING ER THE IRECTION OF A \l l lJ M ch LICENSED ARCHITECT,TO ALTER ANY ITEM ON C9 THIS DRAWING IN ANY WAY. ANY AUTHORIZED c9 ALTERATION MUST BE NOTED,SEALED,AND ch DESCRIBED IN ACCORDANCE WITH THE LAW. 2G'-11 1/2, c, E�' '�Lc,. �ON� T I.g q �, O '14klaw �t O SECOND FLOOR PLAN v CLIENT/OWNER 938 -j5f 0 5 10 HARD CORNER 872 net 5f PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDING SECOND FLOOR PLAN RECEIVED DATE SCALE I— June 24,2022 3/16"_i'-o" FEB 0 7 2023 DRAWING NO. Southoio Town Manning Board ISSUES/REVISIONS I � I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f i i I I I I I I I I I I I OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF I ( SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL I I I I I BE PROSECUTED 2022 ALL RIGHTS RESERVED I I I I I I I I I I I I I Robert I. Brown I - - - - - - - - - - - P Architect, P.C. 20 Bay Ave. Greenport NY in? @ribrownarchitect.com 631-477-9752 I I I I I I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. f I I I I I _ — CLIENT/OWNER I I HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE _ ROOF PLAN DRAWING TITLE 0 5 10 BUILDING i RE-CE I V E D FIRST FLOOR PLAN FEB 72023 DATE SCALE May 25,2022 3/16"=i'-o" -- DRAWING NO. Southold Town lPlanning Board ISSUES REVISIONS ROOF PITCH, ROOF PITCH: Roof PITCH: 9-1141 12 0-1141 12 € j j . 9-1/4/ 12 ROOF CRICKETS EPDM ROOF CRICKETS EPDM METAL STANDING SEAM MEMBRANE @ 1 .5 12 PITCH MEMBRANE @ 1 .5 12 PITCH ROOF (GRA)O BUILDING TRIM TO BE PAINTED WHITE BUILDING TRIM TO BE PAINTED WHITE It I x G" CEMENTITIOUS VERTICAL 13OARD SIDING PAINTED WHITE (TYPICAL) I x G" CEMENTITIOUS I-T I I I E3i VERTICAL BOARD SIDING PAINTED WHITE (TYPICAL) Mild IDI IL—I L- 1.1 11 1 Ill ROOF PITCH: METAL STANDING SEAM ROOF (GRAY) R()Of PITTH: ------- 3 12 R()OF PIT--H: 3 / 12 ------------------- BUILDING TRIM TO BE t ------ BUILDING TRIM TO BE PAINTED WHITE FAINTED WHITE ALL WINDOW FRAMES ALL WINDOW FRAMES AND SASHES TO 13E fY— AND SA5HE5 TO 13E BLACK BLACK CEMENTITIOU5 SHINGLES CEMENTITIOUS SHINGLES CEMENTITIOU5 SHINGLES WITH G" EXPOSURE, WITH G" EXPOSURE, WITH G" EXPOSURE, NORTH ELEVATION PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) 0 5 10 OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. �0? Bay Ave. Greenport NY in co@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION or THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A ROOF PITCH: ROOF PITCH: ROOF PITCH: THIS DRAWING IN ANYWAY. ANY AUTHORIZED 5-114 12 9-1/4/ 12 ALTERATION MUST BE NOTED,SEALED,AND 9-1141 12 DESCRIBED IN ACCORDANCE WITH THE LAW. j ROOF CRICKET5 EPDM ROOF CRICKETS EPDM MEMBRANE @ 1 ,5 12 PITCH MEMBRANE @ 1 .5 12 PITCH D BUILDING TRIMTO BE PAINTED WHITE oe I BUILDING TRIM TO BE PAINTED WHITE K� .......... I x G" CEMENTITIOUS 1 . 1 -1 J I x G" CEMENTITIOUS VERTICAL BOARD SIDING llillll VERTICAL BOARD 51DING PAINTED WHITE (TYPICAL) if if I PAINTED WHITE (TYPICAL) If ! Ii € f i L,'-'—[ LL L CLIENT OWNER ROOF PITCH: METAL STANDING SEAM 3 / 12 ROOF (GRAY) HARD CORNER ROOF PITCH: J 3 / 12 PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 BUILDING TRIM TO BE BUILDING TRIM TO BE PAINTED WHITE { - ® -- -- ® - - PAINTED WHITE PROJECT TITLE ALL WINDOW FRAMES ALL WINDOW FRAMES MIXED USE AND SASHES TO BE AND SASHES TO BE BLACK BLACK DRAWING TITLE CEMENTITIOU5 SHINGLES CEMENTITIOU5 SHINGLES WITH G" EXPOSURE, WITH G" EXPOSURE, SOUTH ELEVATION PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) BUILDING 0 5 10 NORTH ELEVATION SOUTH ELEVATION DATE SCALE May 25,2022 3/16"=i'-o" DRAWING NO. P-,Ek1,.E-jVED F------- FEB 0 7 2023 L--Southold-- - -town—---Planning Board ISSUES REVISIONS ROOF PITCH: 9- 1/4 / 12 I x G" CEMENTITIOU5 i ! IFS' ,r s 1 I E I ! \p I i 3 VERTICAL BOARD SIDING I i f,Fif •; i t i i i # I i \I PAINTED WHITE (TYPICAL) [({( e< : ,;;�''� s" � � I s � E E � � 4 � � E � I t i I I � I ( `� i BUILDING TRIM TO BE PAINTED WHITE BUILDING TRIM TO BE PAINTED WHITE ALL WINDOW FRAMES AND SASHES TO BE CEMENTITIOU5 SHINGLES ROOF PITCH: i J BLACK WITH GlI EXPOSURE, 3 / 12 . ............... PAINTED WHITE (TYPICAL) ROOF PITCH: 3 / 12 1 F I I � � 6 _ ............. ............ ........------ ---------- OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF AND AE THE CEMENTITIOU5 SHINGLES ASERVICE RCHITECT. INFRRINGEMENTSPROPER WILTYOF THEL WITH G" EXP05URE, BE PROSECUTED EAST ELEVATION PAINTED WHITE (TYPICAL) 2022 ALL RIGHTS RESERVED 0 5 10 Robert I. Brown Architect, P.C. 2,o5 Bay Ave. Greenport NY ROOF PITCH: info@ribrownarchitect.com 9- 1/4 / 12 631-477-9752 I x G" CEMENTITIOU5 i VERTICAL BOARD SIDING IT Is A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PAINTED WHITE (TYPICAL) LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. z BUILDING TRIM TO BE FAINTED WHITE BUILDING TRIM TO BE PAINTED WHITE ................. ALL WINDOW FRAMES 163 AND SASHES TO BE CEMENTITIOU5 SHINGLES BLACr, WITH G" EXPOSURE, PAINTED WHITE (TYPICAL) ——------ CLIENT OWNER HARD CORNER --------- PARTNERS LLC 53530 MAIN ROAD -------- SOUTHOLD, NY 11971 PROJECT TITLE ------- MIXED USE DRAWING TITLE ---------- BUILDING i EAST ELEVATION WEST ELEVATION CEMENTITIOU5 SHINGLES DATE SCALE WITH G" EXPOSURE, RE C F-TV r--D 3/16" i'—o" F— A, L— May 25,2022 1 WEST ELEVATION PAINTED WHITE (TYPICAL) FEB- 0 7 2023 DRAWING NO. 0 5 10 5outnold Town Planning Board ISSUES/REVISIONS FF o J IF , tL EGRESS WINDOW I I I I I I � II II I w I I I OCT 29,2021 I ( I w ITHESE PLANS ARE AN INSTRUMENT OF O SERVICE AND ARE THE PROPERTY OF THE z ARCHITECT. INFRINGEMENTS WILL I I BE PROSECUTED I UNFINISt1ED BASEMENT 2022 ALL RIGHTS RESERVED I ( ( I I I II I I II Robert I. Brown � I I I I Architect, P.C. .� I I 20 Bay Ave. Greenport NY info@ribrownarchitect.com II I 631-477 975Z I I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA _T LICENSED ARCHITECT,TO ALTER ANY ITEM ON FEI I I ( I THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERAT ON MUST BE NOTED,SEALED,AND �- DESCRIBED I N ACCORDANCE WITH THE LAW. r y 3i FOUNDATION P L A N CLIENT/OWNER 5 10 HARD CORNER PARTNERS LLC 53530 MAIN ROAD NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 FOUNDATION PLAN C l\f lr--D DATE SCALE r- — May 25,2022 1/4'=i-o' FEB Q 7 2023 DRAWING NO. L—Sd - - oPR Uthold Town 4" Planning Board Al ISSUES/REVISIONS 1 2'-4" ATI O O N Q 12'-0" _6n 1 1 8 GUEST BEDROOM ILI 1 m 15-0 z w lu �m OCT 29,2021 mrn a N O KITCHE z THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL 14 8 MASTER BEDROOM BE PROSECUTED 2022 ALL RIGHTS RESERVED m N 1 7-6- Robert I. Brown Architect, P.C. 205 Bay Ave. Greenport NY info@ribrownarchitect.com GARAGE 1 1 -8" 7'-1 I 631-477-9752 GREAT ROOM 0 O IT IS A VIOLATION OF THE LAW FOR ANY PERSON, LAUN Rl 21'-5° I UNLESS ACTING UNDER THE DIRECTION LICENSED ARCHTECT,TOALR T NYITEM ON UTILITY T11 1� THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 1502.0 sf net �A 1 ,597.75f gross 's;: I FIRST FLOOR PLAN CLIENT/OWNER HARD CORNER NOTE: BUILDING 3 TO BE BUILT MI AGE PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 FIRST FLOOR PLAN DATE SCALE r r E Ia ' May 25,zoaa 1/4" DRAWING NO. FEB ® 7 2023 SOutho(d_town Planning ROard ISSUES/REVISIONS OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay.Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. �FtT ��'g� Z ROOF PLAN CLIENT/OWNER r///Z 0 5 10 HARD CORNER PARTNERS LLC NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 _ ROOF PLAN R,EC DATE SCALE FEB 0 7 2023 May 25,2022 1/4" DRAWING NO. SOut"Iold_fown AN L Planning Board 40 ISSUES/REVISIONS WHITE VER5ATEK TRIM (TYPICAL) J .! ,- FIBERGLASS SHINGLE FIBERGLASS SHINGLE NOTE: I , ROOF DARK GRAY ALOLT OOF PITCHES = ROOF DARK GRAY ALL ROOF PITCHES = I TT' HI 8/1 8/ 2 h�. 1 ! ; 1 f t {{ ! 1 3 1 T i Lu Li , 'Tt t {' 7� ! € j _) r IJ F' ! . , 77 'f"' »1...»,,�.,. 7 ; i C i m 4 ! "7" -�-�!• N M.� i t _f w.. i ! � I .,€. I � _P. ! 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I. r..�_ _�I_ ...>~.�` _ _..,. _l. �.... _.s_,.......s _.. i..� , 1 t ,- ,.,sn , _ s 1-�-- r-_�--!•-STAINED CEDAR -.!r..� -�•- .. -.. i ). r ,.1.1 I ! i ! , , ; 5 INGLES WHITE , � �- � -.�,., -....�,. ,. r , ,a. ,..�..J_ .,.a..r,i._I...,a_ l _., -'-r �` .,, ,..1• .�•y.5 WHITE-4 ,- Y .,.i_ I ( i j -�''� -� t" ,�� a.�,,.. �..., � r-`.�' t_,_.EY� ...� .. ,_.{_ �«x. � HINGLES W E -�--,--' e E . jr CID T i -*' .'..� 1...-.W_..1 "T Y"'` '� x v ..t-'..r„„,. -,_.,�. r i .T•" I i i i 1 !T I 1 I I -T- k € { I i t �i i d } 1 ! f I T 3 r � �� k t t ! T a , WEST ELEVATION NORTH ELEVATION 0 5 10 0 5 10 OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF NOTE . BUILDING TO BE BUILT MIRROR IMAGE SERVICE AND ARE THEENTS TYOFTHE l�T(1TF • RI T T T Tl T l�T(�T � T(l PP TIT T T T T l�/f T R I? (l R T l�/f A ('T F ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY in?o@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE IF,LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE.WITH THE LAW. NOTE: FIBERGLASS SHINGLE NOTE: II I II I ALL ROOF PITCHES = ROOF DARK GRAY ��' - t € k. ' ' OF P TCHES — FIBERGLASS SHINGLE 5112 8/12 I — t ` i ! € f I d i ' ( f I fY ..�..t .«4 ...�...,,,,..-y..,..,,y,Y �-.-.i. ._ ?,..�„`a _'t,•'L"T'.",""3�'Y'" r f i .. .....,,., .._. _. .. .,r.._. ... .. .,...._... _ _ ROOF DARK GRAY ' v y r i 3 t f ! r , T Tj—, }.,....)..,.,.'«..,,g. .i. ..E. !. i I r f ` k , 's i. � 7 «r .I I. .J.. J 7 € : 1 1_ .�_!_ r! — ! r�_�.,t'_E,-t,_f,f_s.-.iE,�_�.'-a_��-T a �__^!-k.-:.��'-�s3.�_-�._I L',_'t.'•—�f'_?-"I.,,'�-J111 ..I_., T1�_! -- -• .1...,..!.m...L..r.i.... .T.�....._.i..r..f...� i. €.F ,.€.�! _ ...t.._I_.i. 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L v I �_ _ I -�.�.. _�.. _ �I .� ; 7 �I 1 } T 53530 % r"s' � 1. s S_ 1 4_ .! .f w i i_� ...4 f ! t •�'�'1(''�('' -�-j�-+ �. ` .�.. ..�T- MAIN ROAD SOUJ $,..ir -_�P .,L� I.r, �,-;-,_� F , Y.r,.....- ,,,+-.•T,:rt ..; �,..L_._ .!..., ... 1 97 _ .}. r..... ..._:. I ! 1 {� { THOLD NY 1 1 1 1 f '-< t _1 ' I_'_� �.� .T._.� �..1 �_ 1 .�.,; t �. , II ! € { ,� ! { , n t STAINED CEDAR , ��__ - - o �_;.,..,E...... ...:.: ........ .z.._I...1. ,� .I.._.,..,-.� �...� .�. ,•,.�,,. �.4.„.�,. ! �. �.�. .(. i � -�'s� ��...r. f �..;. PROTECT TITLE , , r r € r r �' .t. ^ws.�'.,7� �.�...f, I� �! ! 91 I 3 I J =. t 1 STAINED CE A (.ra s f ,.;...i r. I �_ _, _.,5....! i 7 ( D R 7 SHINGLES WHITE ,•• µ .-�- -� -L.- �.. �. -�•.,.�- -.--�. ��7((••^^ ,�.,� (__ „i�. �` I 1 E f ' a m '4 Y t_. ,r ,I• w •�y -^,-• T i 1 k I i d i } y i i y J 3 i ( 1 ! i r - SHINGLES WHITE I ! I I i t .x,...,ro. -gyp�. ; , 'j[ a w, , 1 ( d ry a _ y MIXED USE _ 1 ,L I. -r•• 1. «.L. 1. .,_J..yrftl ,.,a....t. a.. ,.. :.y_,_',-`'t'�- t ,...,,5.� �. y,?,,,..A,..,.,. .4 .i,.y.,d � ,.:_,. f r ' «.J.^..1.,,. 4 I �.., I ,.;,..h ..i. , 1 t i d 1. , , E { y : , k k ff € DRAWING TITLE _ J k/ SOUTH ELEVATION r FEB- I BUILDINGS 2-5 E ST ELEVATION � r 2023 ELEVATIONS 5 10 0 5 10 1 Southold own DATE SCALE NOTE : BUILDING 3 TO BE BUILT MIRROR IMAGE NOTE : BUILDING TO BE BUILT MIRROR IMAGE May 25,2022 1/4 =1-0 3 DRAWING NO. SANITARY FLOW CALCULATIONS 53015 MAIN PCAN 53145 MAIN ROAD "I"MAIN ROAR 51.1 MAIN ROAN 11.1 MAIN POM IMPROVED VACANT IMPROVED IMPROVED LOT AREA-99$OB SF E.26 ACRE( �. 'n IMESS 1. (PUBLIC WATER) (PUBLIC WATER( IPREVAIE WELL) DENSITY CALCULATION 2.28 ACRE%60D GA Y•1,360 OAL/DAY 'PUBLIC WATER( PROPOSED SEPTIC ERW WED DENSITY FLOW•E"A GPD U EXIST WATER MAIN 1US,UP.PROPERTY rP p 251 53530 ,AFPNG SYSTE DAD ATIW $. Lµ 353 Ttl REMNN MAIN ' FAW GAS SUPPLY LINE 53140 MAIN AOM $FpTLf&YSt.M (BUILDING DAY RETAIL,WEi RETAIL 8 APMTNENLS) / y IMTHE 11D ""'a CAM BROWN LOAM OS' IPUALTO WATER) ELEVATION 220 PPCU,PED, OWTS D %923 GW 923 GPO EL 2 5J6 O IN ROAR/53620 MAIN ROAD SCTM.l0OU 61 4 5 It HBO.5 LT �, ItgFetWF ACTION ANi1W III00 GPD) fi ROAD �� N --- Op'� f VACANT VACANT o, q REWIRED 6PEA5E THAN I DAY%165 GPD•GAS GALLON "M INIMPROVED -- g PAOVIOE S(U I 0 X 5 EFFECTIVE DEPTH•15W GALLIXV ,m PROJECT SITE \ y 1 (PUB IC AIEPo \ , G w \ �... BRowNsuirsaxo z 5ur rusE VENT BMlmlxe LlCRAWLSPACE VICINITY MAP HamLETor } REWIRED LEACHING POOL 923(WIN/15 GPD/SF•GO IF SCALE:1"=600' FIRST FLOM 1} NCNICED(e1 NO%13 EFFECTIVE DEPTH 1653 SF(LN,LP2) SOUTHOLD DRY RETAIL 0 SF) PALE WET RETAIL f1,311 SFI P BROVM FINE o ; SEi'YICSYSTEM AP(PRC BUILDINGS A2 B A3) EL 263- / /// \ SECON FAOW TO OSANUUM REWIRED I/A NE:1 DAY%15G DART%2 UNITS•3OU IXq 'I'UWN OF (3)RESIDENTIAL APARTMENTS(2,731 SET PFDVIOEU HYDROACTION ANNIG 550 GPD) \ RESIDENTIAL STORAGE(247 SF) SOUTHOLD /FEE SEA xcrL.e. uG Poa. EXISTING SITE DATA REWIRED LEACHING PC 8W 6PD/TO GPD/SF-DO OF CH 1 CN 2 \ \ EXIST OM ELEC TO REMAIN PROVIOEIA W NX%6'EFFECTIVE DEPTH=101 SE(LSA,LN) SCTN a IWtr61 9 1 NPIN ROAD ®T RMATION PROJECT AREA 99,2W SF 1228 ACRE) PA'Cpi1P[:[t$y: BUILDING 1 ` BY MCOWALO OEo9CIENCE MTFD 1R9/93 SEEDS-LSI&L31VPC WILDINGS K d WIT SEPTIC CONFIGURATION - \ N/ \"-'� IlAll WD HAMLET W SOUTHOLD k HEYWELLS PER ARCHITECT TI(R,vATE WELL) HIGHEST EXPECTED GROUNDWATER ELEVATION 0 SEI REWIRED 1/A OPTS 1 DAY%150 GPD%2 UNITS 300 GPD TOWN a SWIHOLD \ ` \ IDS LOCATIONS) WED SEPTIC 54 BASED W SUFFOLK COUNTY GROUNDWATER —IGUD HYMACTI W ANSOOC(550 GPD) COUNTY a SUFFOLK E , 150 FqW PROPERTY MONI-ING WELL S161BOi I. _NC_POO„ ZWI 'HA LE W I ESs �. EXIST OAK MAIN i T i0 REMAIN \\ REWIIffD LEADING POa:DO GPD/T.5 .zW IF GROSS F COfl aflEA PROVIDER DER(218'M%6'EFFECTIVE DEPTH 1 301}01 SF ILPS,LP61 T fl�L. 6 R6X+Kr,E'IJ-C 0 tY� BUILDING I ,74'7 IF SMO a �5 �' DRY A¢iAIL UNA 1 LAM IF HA(4I�IARRORa NY AA963 53300 MAIN ROAD \ ` \ DRY fl¢iATL UNIT 2 L.SF IMPROVED \ \�` \ MET REIAIL UNIT 2 1311 5F (PUBLIC WATER) \ 9� '`�,.: .-PROP GENERATOR A PTMENI 1 938 N w \ \ \ APARTMENT 2 599 OF EXIST PRIVATE WELL ADAPTED 3 953 BE pF NEyA TO REMAIN RESIDENTIAL STORAGE 114 SF "' BUILDING 2 U598 SF(PLANNED PETREMENT COMMUNITY( pq \ \ PfltlP GAS LINE\�' NOTES B BUILD 3 S98 9f(PLANNED RETIREMENT CDMMOOTYI ``• `*., i. OWTS SHALL BE TESTED FOR WATER TIGHTNESS Oi SITE PETER TO INSTALLATION 'w N 1 F( \ BUILDING 4 1.598 IF PPLANNED RETIREMENT COMMUNITY) r1 53551 MAIN ROAD USING A METHOD APPROVED BY THE MANUFACTURER. BUILDING 5-1 9B IF PLANNED RETIREMENT CWMUNITY ci r' \\ i ,MATE WE 2. THE DESIGN ENGINEER SHALL OBSERVE THE Owis PRIOR to BACNFILL AND DUPING TOTAL OF 14139 IF �yo r ` -:\ 'PRIVATE WELL( SYSTEM STARTUP. `.."R r 3. A E OROACTIST REPRESENTATIVE WILL BE PRESENT DUPING SYSTEM START UP. 0Nr u+A { q. THE OPTS INSTALLER SHALL HEALTH A AN,/A OPTS ENDORSEMENT FROM INSTALLER, SERVICES u 40 20 0 40 BO \\ S, J\t; \ 5 CWNY pEPAPTNENI BF HEALTH AND SHALL BE AN AUIHWIZEp INSTALLED. %ELIO SEPVIOE ENTERPRIeE GROUP(PeEG) scale 1" 40' ONE CMTS INSTALLER SHALL REGISTER THE WSITE TREATMENT SYSTEM WITH SUFFaK COUNTY WATER AUTHOiI IS ISCWAI i = {68( \ \ SUFFaK COUNTY DEPARTMENT O HEALTH 6, THE OK ON OF RECORD SHALL PROVIDE AS BUILT SURVEY AS REQUIRED BY SCDH SCHOOL DISTRICT THOLD(D IUF$DT \ �/ !/ / P AN E%EWTED OPERATION AND MAINTENANCE CONTRACT FOR THE EA CWTSS BETWEEN FIRE D19TPiCi 9WTHOI.D 18041 \ //% \` \ THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDH. ELEVATION DATUM:NAVD INN --Y�"�-f�� THE SERVICE CONTRACT STALL BE FOR A MINIMUM OF 3 YEARS. FLWD ZME% e A GARBAGE BRINIER SHALL NOT BE INEDUAYN UPSTREAM OF THE CWTS. GROUND WATCH MANAGEMENT ZOYE:Iv -- M 1 STOP A OiOVIBE aDICATED BREAKERS IN BUILDING 1 AND W THE ELECTRIC METER BANK FOR \b. DWELLING W/BASEMENT THE SE PROJECT LOCATION SOUTHEAST a THE INTEPSECIIW a MAIN BUILDING 2 0.PROVIDE 24 HEAVY DUTY LOOMING CAST(POI COVERS to GRADE. READ(SA.25)AND WELLS AVENUE CONE CI EMERGENCY GCONRATIN TO POWER OWTSS IN CASE a EMERGENCY. v I t \ ` FEE 231' »' SCALE:PER PLAN 12.ALL I ECTPIOANS EMPLOYER IN THE INSTALLATION O THE PRWCSED SEPTIC DIED MAIN ROAD IS98 Sf 535IM MAIN ROAD SURFACE FEATURES AND ELEVATIONS BASED W FIELD SURVEY ,MPRCVED \ IMPPWEp SYSTEMS SHALL BE PROPERLY TRAINED AND SHALL PROVIDE DOCUMENTATION OF BY JWN C.EHLERS LAND NEVEYW LAST UPDATED JOB NUMBER: 22-025 NO SEWER ND WATER \ ( / / ` IN WATER) PHEVIOUS INSTALLATIONS OF I/A OPTS SEPTIC SYSTEMS W THEY WILL WORK UNDER WTNEA 8,2019. iHf DIFECL SUPERV'I.OF THE VENDOR. IJ CONTRACTOR SHALL CONFIRM EA,STING INVERT ELEVATION PRICE TO COMMENCING BUILDING OWNER' PROP I STORY PRO CONSIACURI THE ENGINEER CF RECORD SHALL BE NOTIFIED M ANY DISCREPANCIES. HARD CWNER PARTNERS LLC DWELLING W/BASEMENT 14,MAINTAIN A MINIMUM COVER a 45 DYER THE PROPOSED WATER SUPPLY LINE BUILDING 3 15,HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM W THE TREATMENT TANKS, C.D.BOX 1295 S LOT ME 1�82SE N(.IN ( S(,i I,TII'Il r\l l 11J v.()LIII',I'.:I.i 16 AEG LL ELEC CONTROL RICAL LINES AND FROM M BUILDING I AND D PANELSTHE ELECTRIC RICMEE BOXESIONAL VENTING IS UTCNO6UE,NY 11�935 1„' SHALL BE ENCLOSED IN SCHEDULE 4o PVC PIPE ALL PENETRATIONS INTO THE NTS rH cfi-z I �� )L UBI l DT"i.A(, 1 \I RSY SHALL BE SEALED ANN WATER TIGHT — WILDINGS 2 B 3 \r-'.\ r / -- \ ` r r lI'(IVSI \I 1 V AIN I (1 J LI(:7 I:.V 12.CWTPa PANELS LO BE PLAGLp W AN 18 INCH NDK PIPE PUKELAL PLACED - ------ - ---------- SEPT,C COS,OUBdiI W VERTICAL AND SET 2-INSURES ABOVE GRADE 10 PREVENT WATER INTRUSION. 18.ALL WET RETAIL SEWAGE SHALL BE POUTED TO CREASE TRAP ENGINEER OF RECORD \\ / POW I STONY PHI -�A -- P --- ------ SHALL PROVIDE A DYE TEST FOR COMPLIANCE PRIDE TO PERMIT CLOSEOUT. 2 6 71 1 REV,WATER MAIN E%T. DWELLING w/BASEMEN r(Ii U I A I;m) i I I 1 n`w,WVV VI 01.9. 19,ALL BATHROOM AND APARTMENT SEWACE TO BE POUTED DIRECTLY TO I/A OWTS, % % DETAIL NUMBER 1 6/28/22 HEEDED PER N019 1 \ f/ ?'"A BDILDING 4 CO.THE SEPTIC LINE FROM BUILDING 3 SHALL BE PVC D3034 SDY 35 WITH A MINIMUM 1 - F Z Y-tALLWT LOCATION NO, DATE DESCRKPIDN FFE 230 AT OF S•G.02C8.HE OUT O BUILDING 3 SHALL BE 1941 MINIMUM. 9 "'"'"'"' "'"'"'"'" "'"'"'" "'"'"'"'"'" ,THE SEPTIC LINE FROM BUILDING 4 SHALL BE PVC D3034 SDR35 WITH A MINIMUM Z-DETAIL LOCATION tS B 9F 21 Y Z SLOPE W 8=00208 IS BUT OP BUILDING 4 SMALL BE 1149 MINIMUM DRAWN BY: EDZ DESIGNED BY: EDZ CHECKED BY, DOUR,EMS 550 WELLS AVEAVE r 62S PRIVATE ROAD 2 IMPPWED �� \ F IMPROVED 'PRIVATE WELL( - 1 (PRIVATE WELD 1 p,.Kr.11 1 FIX DATE'. JUNE 2,2022 EXIST PRIVATE WELL _ 1'�00' EXIST PRIIVATE WELL r Bl',D?'WAITED To REMAIN - \ SCDH EEG^C-22-0156 CI-CASs UPON / SCTMW 1000-61-4-1 CU ON MEET BO% - Dw-STOUNWATCR DP WELL / SANITARY CALCULATIONS EG EXPANSION GALLEY \, - �y -------QUANTITY EGA RATE(GPD) DENSffY GRAY WATER ELEC ELECTRIC V 9YOINULC FSTURT ELEV ELEVATE EL 19tl BId 1(OU1FALL t) OENSRY BYTE AN "' IJr. J AIr .v,.A. EP EXPANSION POOL J �_._._ _W ILK) STORE 3fAGO D(11 16;5 H ,UR l Y E%ISi EXISTING BUILDINGS 4 8 5 _�- `` PJ7 FE FINISHED LOCH ELEVATIONVATIW SEPTIC COEIGNiATIW mm 4 III(-IOU HIS SDENTALHOSNGUNf BETWEEN45JEWS. 3 (]2 41 .U. .I. 1'Y Orr rr ��T Or GALLONS PFP DAY GH//,''CwwH,,2 ,O FFD�TDAT PRD R111NTALN LH�DFNA LN I'(RF WE T110DSF) - I -3�' ... ]I D 9 SITE PLAN GT GREASE TRAP "W sU D S50 WITH HWY GH16HWAY TER \\ 09 22 20 ... 2zr ._ U .. 12� ..,...,...... ......,,. 1�� ............... HT HOUSE TRAP \ /A. CAR,IF \ fS OP OU G (BF W6E &,R,ZT S) I I 1 215 11S 0 [15 ate lIFSUN Inns be%OYOfAbGmed b LOH.,, IS INVERT ELEVATION 161 HARPER ROM \ EL 220 9O WELLS AVENUE 935 WELLS AVENUE BILLION total 259 923 �.wlf&o k H"ouj RYA R UAf)'$hFAO$o-1 'FWJCAY,q., SEPTIC r LG LEACHING GALLEY INPP" IMPROVED OVER - - �w LP LEACHING POOL (PUBLIC WATER( \ Id & Id' 3 OU ALL2 UU VV MA% MAXIMUM \ (PUBLIC WATER) ^""•,.� WUBLIC WA CA( 601]GDD SF) P R CWT1 MIIGUID AWASTEWATR CAN ERTTREAICAL MENT \e siou peaF/ /Y �`\ \ NEso NTALPA&uNTIift IUSnTcSALL31psF1 z r5w TSD spo 3w M[Iw oaG;n Pas'(BvArdaal6w oNso�'¢ac✓ro(Ir��. PROS LANNED WASTEWATER TREATMENT SYSTEM \ ( \ PRO PLANNED PES,DENTIAL COMMUNITY \ \ PROP PPWOSED \ EXIST WATER MAIN TO REMAIN \ \ PPZ-REDUCED PRESSURE ZONE VALVE .� \\ \ SCDH SUFFOUR COUNTY DEPARTMENT OF HEALTH TOTAL PROPOSED OUTFALL IN 165 1523 SCTM SUFFaD COUNTY TAX NAP \ BOB-STANDARD DIMENSION gWIiO ............................... SITE PLAN.... ,IF SOLACE FEET CH /�' r! ST SEPTIC LANK ......... ...... ■ H-1 TYR 'AL mt, u,I,s F�GAI,rlulr;nE la I.r•cID�-_ -lava V 111 U/G-UNDEBC G G"A/"Cd F' ... _--""""-- --- .......1.F.... _ __-- ----""""- SCDH APPROVAL _ ,. PPW ASPHALT DflIVEWAY (4 4AN6 ELECTRIC METER BANK FW B ILUN.2 PPW PATIO 9'°i DW pRW ASPHALT `l PROP WAtEfl MEtEfl y•r W E -SIUE ALK i0 Bf F .}` tl ...p00F OVERHANG,tYP y✓' I AND SEIiVitE Il 01 SERVICE LINE %REMOVED AND PEPAIRED PAW W lEA �'' d 9 PCIVEWAY 2 / ELEC SERVICE CH 2 CH'3 FW RETAIL,IYPj AS NEEaO FOP SUPP LINE_. j P U/G E{E �, /.-' + \ 30 INSTALLAtION a WATER SU LY LINES DW / -PPW P\0 4 O\ SEPTIC 9Y91EM �" UW SEE NOTE 19 1 / F„ `b,.J )e �• '� // / \ PPW W fR SU PLY LINES LINE9 AND GA9 LINE9 'P"nf 9 z �•"•'IS SEE NOTE 14 _ PPW U/G ELEG d e i DW '�.`<_—PAW CONTWP9,iYP PRW GAS / / d. 10 COIYtfla PANEL \ // / / '.h PRW IDG ELEC lV1AIl�' TO PC sIDEWALN .r:. "�� y K sUPPLr LINE• .'. % , = �j'`` \ .�^-'' d oNTNa PANE{ TO REMAIx ..i' yea .� A /r ;i ••"' �- N,, a -PPW PCC SIDEWALK iYP 'I" f BUILOIN6 2 A i AND sEAV CE LINE B ILDI G / / \\ 10 \ ROAD E 1 URAINFIELD n 'ENIELWE A^Hf ooA / d ...SEPTIC 9Y619M W2 u/6 ELEc ones / I ' �a S • $ t 5 H '1'OF' Aro sEevilceuER AMLE SOUTHOLD �. ,. / BUILDING 1 / { ,,,/,xP.iD . ` •.� vyL GH 2 Chl 2 f,H 2(.H 3 '•% _pcax 625/'rp� .�DE2 , ,� K f /, y �t I I p /c EIEc uxE CH 2 CH 2 CH 2 CH 3 Pp " W coxrRa PAxE{ w oea 4rt•tzl �' 0 Bf BU IfD IN �' �..� �"_. . p O Bp'�:..P4 �� \• 5 WPLYALINE ,\• p Sry q0�z` TOWN OF u' SU PLWALINES 4 ////EL LINE9IgOGMSA1�!/BUILCING �/COMMON TRENCH \ CanAa PANEL " r OWi52 N ` •\ SEE NOTE fl DW M1N 5.�,, `2' SEE NOlE 14 • "wf LWi / PROP U/G AIA\COMM AND DW M1N z / SOUTHOLI> co ,ETY2 v /N ! % :.„ DW •\ ELEC uNEs TO PXTs v ._, SEPlic EwvELUR LPe cHHH3 SEE Core 20�c,// SEPTIC -1re srsrEM ; PpaLred By: n� / . PAW WATER r.� DW '.\ \ / E 1 METER 0 A \�\ %/ PROP ROOFr� \i i , HOLE p / `-PPW PAi10 9EPVICE9 FOA '' RAN Y N , ' \ .n SIDE AL \, PRW WATER METER / ..OVER G,T P y i -METEp APARIMENDS + iE IS e W1,iYP '\, AND SERVICE LINE $ ' d "'PRW PATIO "� AND SERVICE LINE /.':: DW '.� 55/•F33 / 1 x- .5 /1!F'34 / '1'i'L ruYB,NLLG y L PARKING ASP LOiI % 7 555'/ SAG FLY..1f6X 59' w �. •M Dw � IfOR.NY v9N3 PROP OAO 30/ \ 1 FITDw SUPPLY LINE \ /// PNW OONr0UR5, i \ W TYP •� DflIYEWAY i PflW Tea // �N v _ DW , I I SU L LIE L%,22A,y m T \, \ Pp Sle pF_NEyV ,SEE NOTE R:..: o r - ti - SUPPLY LINE .� SEPTIC SYSTEM 1 CONFIGURATION TROY WWFPHALT DW �_ DRIVE . SCALE 1 20 CH i CH-2 /�- SEPTIC SYSTEM 2 CONFIGURATION 2 SYSTEM 3 CONFIGURATION 3 SEPTIC 10R„e M 1 V •20' CH-1 CH-2 SCALE i' 20 CHI CH-2 LWN I /I'S Cb RTII ICAru7N Rmuvi i� T> SvUN011 PE,OR F(A,C i i 111 C MaN p f P IH �1(I C)✓ Pdlf 7 a 1'.L Il IL 1101TVIi I III1 131'/3 FOR INSFAI LAI ON AND CON IRUCTI N i)I P .......I/A OWTSB II 1 tl t '•�: � ITEM DESGPoPiION �. TANK,AN3COC 2 3 NITROGEN RED TI SCALP PER CLAN AL Ai I+rrwEL l,! A V FM 1C 1, N T 4 PYG SDR TO JOB NUMBER: 2-025 35 b 1/e PER Fr � 9 f ONAINFIE{D TANK,N,A0 245PRETREATMENT, EGASr CONCRETE I .,. ......,.,.,. ..,.,.,.,.,.,. ....,.,.,.,.,., IRM U(C I ION /.__.i o ____ PLI D C S%B , TS CW LI G 2Cn 3%PVCES%SEC -- -- nx m �� ___ ASSEMBLY, P�ESOH C CATION 245 COMPLETE PIPEHOLY E L£E COVERw• --- E 5 C9D 55 0 GRADE IJ LUC TION91- t 5 PREiPE T E i T 1. D 4 PVC ..-FG ONNE it 6 PANE 24 9 ..... ... 35 // ADHESIVE, RtNDGE / /„J'/ TEE TH IGHT 35D E 1/en F E ZINCTRAFNIG RATED PRECAST r _1- �66'm I _ ! 24 i/B m... -— PROD tE IANN� IPE 4 P L 9UH35 .... ... - 16 K 3 3M AT His HYDRO ACTION TREATMENT VL TEE WITH Sp ID DER FCTW DIAEOLY UNDER THE - ------ ---------- NUi 3/B iB 55 PLAN Ixis) -------- _ P 8/31/22 I --- � A9 ER a 16 9 ALGE99 L0V(Ji E 3/N" 9H1N _ Nib"DIRECT BURIAL RFCIACATIMER ENABLED FLOAT ! D a REV WATER MAIN E%T. A „ 95E BL E CIRCULA ION 245 CGMPLF2E ANIIDtl RESIDED KIN N019 1 ......... HEAVY DUtY CFRA iFAfFic RATED JuuCTION Box DESCRIP110N t AN1D AN W/PLATFORM COMPLETE IRON LOCKING FRANK — AUf, 1/2"SCH 40 HCSE ap CASTLE'.IOOOOd5 OR E 5 3 C.1 tYP 10 Alp PUMP APPROVED EWAL DRAWN BY. EDZ 35... ......... .... I. ESIGNED BY: fDZ T6"m- rs" k ./ 44"m ......................... .... 3e — APPpUveO By 1nF MArvufAcrupfA,ttP- 44" C CHECKED BY DWR,NMS —" teE,6iflA1GHi 4 waiEHllGNr FLEX MAE JIA SEAL it I E c D sDRaS e PIPE,4 PVC 1.11 I ,,.qn.� Da y, lC11_.. DATE'. JUNE 2,2022 TEE wr FLow DEFLEeTua U. SOsc 40 LORE CCITT NO PNOV DE ParLDK lone WEST 11 FLAT 1UVE19 GAlNV1I SCOH REF-C 0156 INsrAt ATEIR 11 1IN19NEU GRADE AND SAFETY ORATING SE EO F E IR E JOINTO.. M HIGH WATER ALA I D AM FLOAT INLE VC 9UR O OVEO B HE 35 W a OOt04 �frF - T s " // , �SCTMW 1000-61-4-1 REGIRO TIMER ENABLED FLOAT MANUFALTIR(Ji,TVP ... K IN.UWEL{ING F{VW LINE.- _ TO OMINFIEID ��j1 I d,.x ,tr ex i d A ........ .. - - — ✓ ' .� 0 CONTROL PANEL ANTI AIR PI M . /Ty{ TO"HDPE PIPE A B Iry naYETHYI£NE ENCLOSURE f � PLACID E A.IL I 6!an .. K � � AND EDGE CHAMFERED B , TO RECEIVE I. , O O SITE PLAN N CONTROL P EL ccz "` ... SEE NUE 1r .... o. e _,�xd4o0k YO a,Irvut ISflaP aDwx&„IaaalRln SbvtB t WITH — 10 n �Wx, SEPTIC ... ParETHYLENE owls bPOSUlgI ......... / em u / ELECTRICAL 0 iPNOTE BAMFNDULNBi A - 2.. ...... of HOR BlED UP oiaecilTSO tAIN..... ._.. t2" \ ...... �kA Woraucx 4Pu u, SEE NOTE 16 V0.T xPl1 su d�09�5RJ4M1C$tl0.Jl b�2�. / Mi,w.,.,,«wmmmmmmmmnini"xm..mmmmmvw.,...,. ON fA —3'IN IN BED OF COMPACTED NYOROACiION CONTROL PANEL A ,F 1.Ma xI IN ANY DIRECTIERANCEON ND CCMPNESSCR PUMP HYDRO ACTION TREATMENT W,I 'Iry Awr DDtfcnau PpOFIIF.IH151 HYDROACTION_AN1.100_�a CONTROL PANEL� HYDROACTION AN500C �e� CH-2 N15 SIT CH-2 Ni5 CN-2 CH-2 NITS CH-3 CH-2 EACH APPROVAL 53530 3 CH-2 4 4 MAIN owls CI+3(,H-4 GH-3 CH-a CI+3 CH-2 IN.264' IC IN-22%1` tlISiPIBUTIWl 00% GREA3E TRAP DWTc 3 RIM EL 2fl4 RIM 0.-LE4' ROAD IE OUt 12.t2' RIM Ed.USE, z RAFFIA RAIEp 90i EL•16l'...... IE IN IC.T AGIRIG IN I IL IN 215i IE OU-222.7 ni t IE OUT 2Y Y 11 EL Bc.4� OLEANgIi— IE WT 23:Oi' I 1 22tB u D OI.LANW i BD1 EL STY _PROP GRADE E N 21.8E $ B0,EL'IS�.... 9 EL ..... II � CH-3 CH-4 ��CHI fOPPINGSLAO— BOi ft.9.9 �/�\\ """E%19T GROUND a' JO •i 30 f-y } __. _ Pflcfl GRADE Bu11 DIwG»1 Y DB1 r EXIST Ga xD 1.... cH-3 cH 4 eF L�B SEE FOR CoxnxuAHAN HAM LEI'OF' IS 2349 FFE 265 //— //'�'-.� 21 SEE NOTES 13,11,I9 A 19 z5 ATM• Y IE n19 25 ��I Fi".:.`+"'ri I— 1 SUUTHULU L 21 -..... OWi51 ..... ..i.... ! 9F.F.1M)TE9 13,15,19 9,YJ 20 t.......Rt OWt5i CH-3 CH-3 TOWN OF El 15 TOXF 2LF 4 BOLE 4'p IPE O604 15 .�9aLF e°v E D30}34 SOUTHOLI>I zi.uv IZLF 4°m DEC. 9Da:35)n Pozoe uIu .. sSABA a o0104 MIN- _ 25.4LF 9 PVC PIPE D5034 10 5}LF 4"PVC PIPE D3034 10 ^+ BDR 11)n IC01.MIN ..... : : SIR 35 a S=P0104 MIN : `' 1 HIRE EA P—pvured S OR 10 20 :10 40 50 60 10 Bo 10 10D tl C 10 20 3tl 40 50 L"IvcI1gn Ws Cd1 minGAd 10N Rrcaulifl:r, SEPTIC SYSTEM#1 PROFILE (—i-� Shim+ I^L Ort R A C d1 mIT 1r°I;n0N SEPTIC SYSTEM#1 PROFILE P1)B0X 596 w scale Y' 10' CH-2,eHs Dr-:E C;R IINS IAI LAB 10N AND�w(;lYdS I MIC C11;)I'V SCALE:1"=10' arcs s��raaeu0M,NY>.963 Ljl': unowTsa,NTelaleaGPmponems.........................._..Ls _ _.._.. :r>m W`VVfM 073.f71t "'I'PIFkI �tl 1��21;:)1dA1 I.I.,f FY oe_ue6 o- r CFF3 CN-4 CII 1,l 4 MAIN DWELLING ELEC PANEL CB 1 HYDRO-ION TREATMENT UNIT % LIM. ING P001. IE L ING POIX. WICN CO2 — --———{IREGINCULAiION PUMP f:GxSe pM DISTNBI' AS DIsi 1 12IC B0N fll E 264` pIICONNELi IE Ldli t21B 2,.92 IEWTUND . EL uJ �SWITCN 09 pRW GRADE B EL 99' IPOWWEi UIR 4108E OM,ns ri 30 "" B E 265L xy 30 -- — GB pIFEUSER FFE 265 FGE 265 ...... L {1pACIRt iIMEfl ENABLED ��25 LF T it 0 5 DB LB a"".__ .-.-. � ...i949N A4L. ..... I �AM L .— f—"... PArvEL r] 1}!LF 4"PVC PIPE D3034 20 — 1OOLF 9 PVC PIPE D5064 20 \HIcxWATER ALARM SCALE:PER PLAN SDR 35 o I'D." LEI SO R 35 o S�Dtl340 LP2 9EE NOTC 9 -� JOB NUMBER 22-025 CIRCUIT BREAKER SPECIFICAlIDN9 10 """ CB A-20 AMP -� "Y "'� N G SA: GB 1-20 AMP-NOT USED GRWNp ----FIELD WIRING 5 5 CO 2-20 AMP MANUFACTURER WINING 20 AMP -pNEUMAiIC HOSE(FIELD INSTALL) — : CB 4 10 AMP — P .................................._.---------------- 0 ----------------........------....._----------------- C0 5-10 AMP _ IS IS 1. D D D 0 WIRING DIAGRAMMATIC SEPTIC SYSTEM#1 PROFILE SEPTIC SYSTEM#1 PROFILE ITS CFC e rH3 ----- --------- --------- ------- s e ------- ------- ------ -Na.- DATE? REV WATER MAIN E%T. SCALE'1"=10 ; Cf 3 SCALE 1 lU �GH-3 C`I1J1 O✓ Wd 1: & L II IT TIIJId 1„ 13113SDATE REYISEDPER N0191 ' DESCRIP110N ......... ......... % yp.. DRAWN BY: EDZ DESIGNED BY: EDZ CH 3 CH 4 CH-3 CM-4 c P` '` DATECHECKED BY, DRIP,NMS RIM EL E2.0 DISTNBUi W BO% "�---' , t s2s DATE JUNE 2,2022 RIM EL 20.0' DI5IRIBUTI 4 CN 3 CH^4 INV IN 1843' SCnH REF-G22-0156 LfALHING Poa. CH 3 CH 2 CII 3 fH INV IN t91'Y RIM I 219 INV WT 1 I INV IN 1902 RIM EL .11 Ni Btl% LE HIN1 POOL l.. BOi EL"EE INV IL ', I IN,1.1I RIM IN ID NM IN 202 Hp CI COVfR BOT E 1.1 NI CI COVER WT,1.W INV OU,1.O2 INV IN,6.3B' SCTMa 1000-61-4-1 LLEANWT TO GRADE'. PROP GRAiIL�- D GI COVER TO GRADE L(FANWT BO EL itA INV OUT,&52 BOi EL 101 CH-3JCH-4 \ 10 GRADE CH-3 CN-4 D CI COVER BIT EL 151 CI LOVER E%Isi TG GR DE HD CI LGVER TO GRADE BU LOING 5 O G ADL :, BUILDING x2 .ENlsi GRIND .. C e f .I I L, fCl.» I Qr FFE 25! fFE 23.0 t5 PHOP GRAUE �� L..,T�1 T -.. 11 zO wisz G� OR zG IP3 NOT SEPTIC 9EE NOTES i3 e 5 9EE NOTES N 8 M /F Lp6 �••••• .w. ..w •••••• SITE 4 PVL ww4 10 F pvc nEGE sA z4 LF ICL CI PIPE, _EGE s.4' San4faaVbCasux% ,, „SDBS C M IN 29SLF 9 PVL D30 4 itl 51�2r SDR 35)A 00209 MIN D , -- _—` -- '-- (6311661:.5754,48IN.0 CREW TVa.w�; PROFILES VAN V liw m — — r,Wo1 u: 12.%LF 4'PVC 104 N 5 NOLF 9 PVC p3034 - 5 '. ' SDR}50--oo--MIN sOR 3s n o------MIN oNaMmmruca,ara nmhcrr&wlm dronl:Dwa.Eiarru�s). 00_.--.- 10 .-.-.-.--20 .-30.- 40-------------50 00 ..-.-.-.10 -.2tl-. JO-._-.-. 40 -.-.-.-SP 00......... ......:i0 SEPTIC SYSTEM#2 PROFILE r,5 SEPTIC SYSTEM#3 PROFILE �\ SCALE V=10` CH-2 CH-3 SCALE I'=10' CH-2 CH-3 H- C 3 SCDN APPROVAL 53530 MAIN NEA1 DUTY CAST 1- 30"HEAVY DUTY LOCKING „ ._ _ B TMICK TRAFFIC RAIDS HYOROAC11. ROAD LCCKING CbVFRs iC GRADE, N FAVY Duly CAST IRON GI LOVER i0 CAADf,TYP 1YP 29" LOCKING COVENS TO GRADE TOPPING SLAB FOR TREATMENT s iHAFFIC pNTEp .z q I ^' B IHICN TRAFFIC PA'IEU T(WPING SLAB « -FINISHED GRADE TANK BY SDFLCLK PRECAST TOPPING SLAB B % ;THICK TRAFFIC RATED HYDflOACTIpI vlws�D GRADE 2 v % OPpINB SLAB FOR ppETREAINENI AND BY SOFFCLK PRECAST ^ JO.P CHIMNEY COMPACTED NATIVE FILL,TYP .. ....... -- ; o G HAMLETOF ppEGA9T CCNCAEtE COIBACTED NATIVE ILL 7'MIN MNNNc MAD SOUTHOLD 21 Et _6 5 MIN I- -I TRAFFIC MiEp MAMWLE v -R, BUILGING 1 - c - '�. ORAINFIELG� 'TOWN OF vi MINI x PVC p9094 SDN PR0.N PIPE S 011104 MIN m INLET 4 au �' y P J 34 BnR Js _ flow LE ._ I g SOUTHOLI> —) N S-lO 04 FN MIN" ° 4 P G DJCIA CEO JS III III II I PPE 10 LEACHING / 9°CUNA IN P YJ -n COLLAR Pre Rred S MIN I" E E£LEVEtEAG L'^L �,� y �'" COLLAR A GN ALL N)TLET PIPES "" 'm PRECAST CONCRETE PERFOFATEO HYDHOA1FON MAMIOLE SECTION n � ^ PRETREAIMENiCNEICTIN. TANK cauPA tE0E SUCHIN sp8GRAOEOP HYDfl0AC41IXV TREATMENT TANK DISTRIBUTION BOX H a / '1'i'li gL •erimg,rf TK'• V CdiWNOWATEN — � NTS CH-3 CH-4 HE y SAG IIARROR,NY i1963 a w _ H 20 RATED HYDROACTION AN1 100 /:d'/�� NTS CFF3 CH-4 CLEAN AND GRAVEL IMPORTED ED BACKFiLL LL LEACHING POOL r--� NTS cH-z D1F4 HEAVY CUTY LOCKING CAST CONCRETE SCALE:PER PLAN i IRUN COVERS i0 GRACE AR �� '-ENp PLpG - CaL JOB NUMBER: 22 025 24 CI y.............y RISER AND COVER ......._ -- ' H2O TRAFFIC,PATBD F'A-I JIIINT tOPPINB GLAD— 24" 24" _ PACKING 20" UO W C PIPE D3034 v SO Y SCR 35 NET G SEWER PIPE,t P OFT-11 CI ON BENb-. 10 SEPTIC pR 35P Ip E 3 3 f MI.G°m PVC FROM .,YSI. POP F a YC0104 V 10 1Ep9C I- Sl I,I 1 11.1[,f T WP T If 1 L Eq Tana 2 8 71 1 REV,WATER MAIN EMT. cI w WYE 1 S/28/2Z ftENSED PER NOId 1 NO, DATE DESCRIPTION MONOLITHIC 11ib PYC HOCSE .....-- .......-- .--- - I BASE SECTION AUAPTDR .............. DRAWN BY: EDZ e� L DESIGNED BY: EDZ 1. ' CHECKED BY, DWR,NMS GREASE TRAP 4 CLEANOUT DA NE z,2nz2 NTS CTP CH-4 SITE CH3 CH-4 nn 1,PI.�� 1` SCDH REF-C 22-0156 SCTMM 1000-61-4-1 1, I ,ro illoab.L_ _�.,1dn�wl �ule+.�r npy,a I a ie ENCGINI-:N= S CEFITIIFIU'ArION REC,��JiFri;:[) SEPTIC III r = OR ReFllpo�N �NWu>ePpoNDW��u, nlGe. SITE A. �� I IFIICNI LN our o oeu. esW a h@y tle Wl,,cmas;_ ... Dalu 1641j85Z- 754,48ho—i, DETAILS FF,L N¢ ALLA C VNC pMH 0. C-111kW IW4IWAI P4CM,PU HCN5C16'�4UPWk VYM14pbAhC£'IYJYM1Q%y. II �, OWTS&all related^components �: I/Aooa00000000 00000000...o 0 0.,o,o,oa00000000, .............. ............................................................................................................................ CH-4 - 53530 MAIN ROAD 91 HAMLET OF _ FRED HE FWS ION, R SOUTHOLD o IE Ws i WITH IURDIUCKLE5 WITH iUflNBUCKLEe— THREAD 6"— I.E.6"— � 'TOWN OF SOUTHOLD JIIII 1� � r II I +P i PrepaBred By: n—IlI BLOCKING FOR 1125"ON 22S°V 11CAL BENDS BLOCKING 1.4s^VERTICAL BENDS tQm STEEL TIE RODS TO BE HEAVILY COATED WITH ASPHALI AFTER INSTALLAII. '1'i•' JU, OX 96 LT�M3T�IW0x D E, P 9AO IIARROR,NY 11963 a HE DIMENSION TABLE �y CUBE OIZE 11E flOb Ill RW _ taoJEe CONCRETE V�J(i�y' I' W p - 1.CONINACTI To PROVBIE BLOCKING ADEWATE To WITH 111'ILL TEST PlHssuRE. Ls PIPE DIAMETER TEST vERiICAL BEND Vq.UNL ' pRE RE FPS) ANGLE ICII FIT (FT) DIAMETER fMBEDMENt ____ ____ a NDIVIDE TE TO BY RDATEUBT BEARIND LOAD t0 DETERMINE flEWiREb AREA(IN SWANE FEET) OF CONCRETE TO pISTRIWIE LOAD. ...d` 4" 2IF 225^ it I.3 5/6" lt" " 3.AREAS TO BE ADJUSTED FOR DINER PRESSURE CONDITIONS. ) Y� 45° 22 2.A ...................................... 9.PROVIDE TWO T NINRJN DIAMETER RODS ON VALVES UP iXAWGN ltl"DIAMETER. 150 225" 21 Stl 5/B' UNBALAISLU CROSS PLUGGED CROSS RUGGED CROSS VALVES LARGER THAN itl"flEOUIRE SPECIAL TIE ROD DESIGN. 1125" 11" (USE C0.UMN AI TUBE COLUMN B IUSE COLUMN AI OANEsmmM'V .......... m AS° 6M 31 ... i 11Pfi° L5 23 —' TEST n. ---- 36 5/B 11' HORIZONTAL5T N (POUNDER B" L50 YLS" 4B 'viZ[ PRC SURf A B HRU C FITTINGS E 45 m< IP511 iEE AND 9O^BENtl T45°BENpi IN �° B9 +TWO _ BEAD ENDBEND 1125BEND3B 34 - 25O 3140 4,440 24C5 1225 61BlU" 250 225" 13 4.2 5/B" P" 1 NOTE R)ER PODS (SEE NOTE 91 B 290 ip'IO 9A5 $410 2,t110 L!'O 45° _ _________�_____________ ________.___ _. _________ 139 51 PLUGGED TEE ---�" 230 12,B69 it,'I10 9,620 4ytl9 2,463 ............................................................................... 5/B...............'.__ VALVE 1125" 55 JB (USE c.UWI BI IUSE COLUMN Al BEND 12 25O 225" 106 46 SCALE:PER CLAN 45° _ _ I Ir�......__ P�- __ JOB NUMBER: 22-025 20O 1125° 15 42 11 14" 2 11.5^ 141 53 3______ _____________. AS° 21 1115. 961, 17 "I OFFSET 1 16 250 215" 24'• 46 IUSE COLUMNS B-EI DEAD ENDS01t.TVPF. l SLOAD(PSRFIG i 192 5.9 nG, " — 45° 355 1.1I PIT39" NOIE:NDI NEEDED IE-1 BUTT FUSED PIPING IS USED. SAND 2,OW _ PIPE DIMENSION TABLE � st 1,,rl 1 1 EI Go EI I I , n(r f llmv � s ant REV WATER MAIN EXT. NTS (PIP 9 B 1 S/28/2Z RENSED PER Mo 1 NO. DATE DESCRIPTION DRAWN BY: EDZ DESIGNED BY: EDZ I 11 1 ." * CHECKED BY DWR,KMS I _. DATE'. JUNE 2,2022 I...(,i M as PO1 Pi"" SCOH REF^G22-Oi56 SCTMW 1000-61-4-1 I.��.n. ''l,. WATER :D... "",,, W/op2WN l Yb6M"A"!"�"","IONN �F�W�",""W�"."tMINI RS pERI FI(tyHON RE UpR1I LF rmN bi B;"W SUPPLY .. ;pAp I� �y y 1 r ry p /M u A W. CIF IF R I I'I CNI II,,.YN AN!ffgl{County LpCq(B.P,W�V$Wi#IRVY S%`PYAYG:RTY. uJ ��I r DETAILS . t.Wlo(631)aaNx"54,asa porsul c uIl FOR NY ry-.qT.I M N APHID CONSTRUCTION CN" R y IYW aYQ�Ndrv14.6 tieffi�pk4�4AdhH VI M15Y:::..... .. ff ^^q I/A OWTS&all relatedvcomponents C"',00000000:"00000000 .00000000wo 0 0.o 0 0:"00000000, ., ."0000000000000 FoR FINAL J EIET OVAL. Us- FoRm MM""073 .............................................................................................................................. CH-5 - ISSUES/REVISIONS KEY SITUATE: SOUTHOLD N TOWN: SOUTHOLD SUFFOLK COUNTY, NEW YORK W -T E KEY MAP DATE 03-0a-2021 6,, S OWNERS «xjP . ' 1000-61-1-9.1 \1000-61-3-8.4 HG NOFO LLG FIRST CHURCH CONGREGATION 1000-61-4-IIc DWYERAN6ELA M. . . . . O-Al DWYER.CURTI5 J 1000-61-3-� � e►� 1000-61-I-13.1 FLEET BANK OF NEW YORK NATIONAL A550CIATION 2245 MGR LLG -61-4-12 1000-61-3-85 1000 � CEMETERY OF FIRST CHURG14 CONGREGATION MGGORMAGK TAMMY A � 1000-61-1-155 1000-61-3-8.1 N 50UTHOLD FREE LIBRARY GA6LIU50.JO5EPH. . . . . 4 GA6LIU5O.RO5EMARIE 1000-61-4-13 ARM.6ERALDIN.. I ems" e�"p 1000-61-1-152 METCA F.RU ARM.HERBERT. METGALF.RUTH 5OUTHOLD FREE LIBRARY IOOo-61-'1-8 I NNEL Y.GL O 6,.� MORIZZO.NIGHOL TINNELLY.GLAIRE � Q FHV LLC I-I6 1000-61-1-1 1000-61-4-15.1 WMITRANI ER MITRANI.5H�ARON ROVE.H PER 1TREVORS e sue' 1000-61DOBI 1--1-1-1 1000-61-'I-6 ! � SCHADE.THOMAS. r LIST O F DRAWINGS SGHADE.GHRISTINE 1000-61-H RO QQ a 1�b�l-113 CORD ROBERT H ROTHMAN I000-61-7-5 a } THESE PLANS ARE AN INSTRUMENT OF MRAZ.MICHAEL 1 ~� °�` 1000-61-1-1a SERVICE AND ARE THE PROPERTY OF THE 1000-61-4-I�.I y CLIFF b CLIFF REALTY CORP AO SITE PLAN KEY MAP INGEMENTS WILL BE PROSECUTED 1000-61-1-10 MGKENNA FAMILY Ai SITE PLAN GENERAL JESTER.DONNA ° l00o-61-I-20 Ald SITE PLAN NYSDOT 2022 ALL RIGHTS RESERVED JE5TER.ROBERT R 1000-61-7-11 1000-61-4-IB OUAIN PROPERTIES TY40 MEN REALTY ALLC, A2 SITE PLAN UTILITIES BERTANI.JOHN. WATTEZ 6ARANGE A SITE PLAN LANDSCAPING BERTANILINDA. WATTEZ. GENEVIEVE. crs°� 1000-61-1-21 3 YVATTEZ. EDOUARD D THOMA5 J 5CHLEGHT A4 SITE PLAN CUT AND FILL ems' t JENNIFER M 5CHLEGHT CONSTRUCTION ENTRY 1000-61-1-12 '°°°IAAN22 5 Robert I. Brown BELLE ANNE DOLAN BISHOP �VANNE LLG \ PAOLI61-1- A SITE PLAN TRUCK TURN TEMPLATE 1000-61- -1 I A6 SITE PLAN LIGHTING 1 5 HA6ERMAN.DANIEL. 1000-61--f-I'I.II I `'� I A7 SITE PLAN LIGHTING Z Architect, P.C. HA6ERMAN.DAWN MOORE.RICHARD. . . .N. 1000-61-I-23 MOORE.JANIGE CHARRONANDREW 205 Bay Ave. Greenport NY 1-4-3 , jve CosTANTINO.JAGLYN GOWLE A8 BUILDING i FOUNDATION PLAN info@ribrownarchitect.com ONLE Y.J05EPH.. 1000-61-?-17.12 "`'°' �' JORDAN GOWLEY.PATRIGIA 5OUTHOLD 6ARDEN5 PROPERTY OWNERS A9 BUILDING i FIRST FLOOR PLAN 631-477-9752 1000-61-4-4 240BEGKNITH AVENUE LLG Aio BUILDING i SECOND FLOOR PLAN TOWN OF 5OUTHOLD 1000-61-14 All BUILDING i ROOF PLAN -1.10 GOGHRAN HELEN M. . . . . Al2 BUILDING i ELEVATIONS 1TISA VIOLATION OF THE LAW FOR ANY PERSON, 1000-61-4-5 COCHRAN ROBERT G 100 M UNLESS ACTING UNDER THE DIRECTION OFA 5OUTHOLD PARK D15TRICT 54o 7 is5 MAIN AIN ROAD REALTY LLG A13 BUILDING 1 ELEVATIONS LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED 1000-61-141A % ALTERATION MUST BE NOTED,SEALED,AND 1000-61-4-6 BELVILLE RYAN -— A14 BUILDINGS 2-5 FOUNDATION PLAN DESCRIBED IN ACCORDANCE WITH THE LAW. HG NOFO LLG DEMARTINO CHRI5TINA � two V A15 BUILDINGS 2-5 FIRST FLOOR PLAN 1000-61-4--7.2 1000-61--1-1-1.5 � A16 BUILDINGS 2-5 ROOF PLAN MLRV CORP 5EPE.NANGY C t. A17 BUILDINGS 2-5 ELEVATIONS �L EY MIGHAEL 5p' 0 ee"6 1000-61-4-5 Volvo ,n e� HA6ERMAN N.MAR DUN ILYN 1000-61-4-9.2 MI5ERANDINO.DOMINIGK. ` - 0AA1 '- M15ERANDI NO.MAR6HERITA 1000-61-4-q.3 / HOWARD BRIAN JOHN. . . .N. CLIENT OWNER MIT50TAK15.DEMETRA HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY n97i �rCWYgm.YVMbM� ,�,,....,.,.,,.._. �.. PROJECT TITLE Y gwsebapl..baw N GRAPHIC 5GALE I"=100' O 200 300 JOHN C. EHLERS LAND SURVEYOR MIXED USE 6 EAST MAIN STREET N.Y.S.UC NO.50202 RIVEREMAD,N.Y. 11901 DRAWING TITLE 369-8298 Fax 369-8287 REF-C:\UsersVohn\Dmpbox\03\03\03-283 key map.pro SITE PLAN KEY MAP DATE SCALE May 25,2022 i'=30' DRAWING NO. RECEIVED JAN 91113 Southold Town Planning Board 77. ��"�•-' llis "" , " ( �c ISSUES/REVISIONS .:,'',y r... 4 E" `:,k t:. roil .'+e .!+� '; � 1� '�S'+' S'' . ,1, •'y '"t •,- '.1 It KEY MAP ,mot f ��',Mu4 .� �� /K• � ^- +''''\.,,� � "�- -.Y ..�1e ''�'."f* y " 'w `��+e. ,X 4y n; �, - a SIC" ..A a� ',:'�- ?l "s. ' F '.' ;�.�'",�'�•.l :••,.r"�'...!f�'s ., �y,• „r+� .c; y.er�..Q s��. ��,y � ' ��"}'�1,fy - ".. i$ i4, •.. \ r . �A- .,"s•�'�.�*��, y'r•��e�• �.l"-' r +Y.'Yl 0•. ` j1 a"sr 0.:_ 1k. A ks� r?. y,6• '' j "A/ 'y� °!�� c r M l" ,s' e•� - 4 �1 2+ ca lIl " •r# \�/x? �� !° eA.. fit Y ." fin. t TM� i. t'" . z y� u- C'- •2 M ' �':, •.1P R"„ �"P� .s•W.Z. w,3'�. } } i' I# �."}:C'fI• ti I 3 N o = land Now or Former) of: �s,, ."' e�,� � .�4 r ;� , . k!� A o 0 3 Q y Land Now or Formerly of: �' .•� e'er 'w � .. I ro ti ,,. • v ;� i `^pr.q. "o x l-. ^"" • a4+ir 1k. 3,• i z o >. Denis Salzman Regma Salzman o 7 Lisa SchillerNv, >.Story aLand Now or F ly of: Andrea Weiss �, �/ � '.� � � �, ►;. ;,F 1, `°i ,�w�`� `�` '� BUILDI�G i Building Esteves tioldm Corp. ��" � •� � *' � :`''�,e• �' '} �" .,�°: 't�^ � •#�� 9 p N MIXED USE BUILDING � �,,�A ..�9� �. � COMMERCIAL UNITS ON `` .: *' .° `' t *''✓' ```�'," N DRIVEWAY d rlvewa s- :' :. R� - ,�. c FIRST FLOOR (R►ght of Way) Land Now or Formerly of: Esteves tiotdmg Corp. �� ,`� - ,� "•` N 3 AFFORD BLE APART ME TS —� k S15 55 50 ___.._.., . ..:, `a�4, ram' '" i, ON SECOND M FLOOR k PROPERTY LINE u 4.12' k LANDSCAPE BUFFER - TEST HOLE I 941-2. — 0 4'CONC.CURB 2 ' /FIN FLOOR EL. j n" = LOADING �,J �� 46 GRADE EL. 28 •q. 4 - 0.5' DARK BROWN LOAM OL / rING' LE DING2 - 3.0' BROWN SILT ML D CED-IN DiJMPSTER AREATN0 ; � 23 [1G"X40'-G"X �" REINFORCED FAMILY RESIDEN BUI ING 3 BUILDING 4 BUILDING 5 (V 22 CON7f SLAB a BEDROOM SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE 01 N ". / •,� 24 ® 21 8 ® 7 OVER 55 RENTAL a EDROOM z BEDR�OM Z BEDROCtA+f — -� 00 " R R AL OVEREid`i'AL O�IE -r' 6 N �,� ,a 25 ,�, I 9 55 55 55 RENTAL cu 151 5f , - / / / �" / / PALE BROWN FINE TO 19 PHALT PAVING `` -- -� / / �" _ ., I RS F•+--1 ,.; /� ' i ' 2G NOTE: ALL j��/i j / ! '�/ O MEDIUM SAND SP -- - - r_ - I I RB5 TO 4 / / ////./ // / / ��/�/ _ j� / N p-i D •• L1J I8 "MOUNTABLE' j/// / / / / / / (A n / O / j " ® 12 EL. 3070 '/ / / ' IN F OOR/ N t�4 "�-•i N / 7 17 / // % . / ;j "' ' ''EL. 2 �� GJ PROPOSED b / FIN F IN F 00 / / O D CONCRETE s ® 13 3 L// ! 'EL 2 I .0' /' / / EL 2 10' _/�/_� L/ / H `— SIDEWALK I G ND5CAPING (TYPICAL) /' 29.0' NO S E DRAWING A3 WATER IN PALE BROWN .r..( L OCT z - F/d 2 9,zo T .►J111 - FINE TO MEDIUM SAND S D ( � *a 2 m I - - - - - - i'- - MAR.io,aoiiWATE ENCOUNTERED e 35.0, 29i BEL WSURFACEho1e 30 ASPHALT PAVIN D - - No t to sca le e THESE PLANS ARE INSTRUMENT AN INSTRUME OF I PHALT AVIN P G 1�5PROPOSED ASPHALT PAVING SERVICE ALT PAVI G THE PROPERTY OF THE VICE AND ARE — _ PF. PERTY LINE t9 CONCRETE TEST HOLE 2 ARCHITECT.INFRINGEMENTS WILL N � �E,D 4 - kL." ! ! :. SIDEWAL BE PROSECUTED n. ✓ — Ew ,... S D ALK _ ',_;.:;�, C�1 - - EDGE OF PAVEMENT i Boa i ALL I :•r�: R GHTS RESERVED - GRADE EL 2 2 I N1 � n �A! FIAT .5 4d 1 ,. - t� , 3 S!PPA,"�,r ' O CONCRETE 0•5' DARK BROWN LOAM OL NtK SIDEWALK ;�— — 6 71 •78 51DEWALK BROWN SILT ML — — — — —w— — — — — — I� — — — — — —w— — — — — — — — -- — — — — —w— — — DGE OF PAVEMENT — —w— — — — —w— — — — -- — — — w- — — — — — — —w— — — — — — — 3.0' BROWN SILTY SAND SM PROPOSED f (Wells Road) Webs Avenue FIRE HYDRANT 22 I 20 Robert I. Brown PALE BROWN FINE TO Architect P.C. in MEDIUM SAND SP GAS GA[ GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS— 2O5 Bay Ave. Greenport NY N SITE PLAN: G E N E RAL 17.01 NO WATER ENCOUNTERED info@ribrownarchitect.com I ( PARKING CALCULATIONS (BUILDING 1 ) 631-477-9752 SCALE: I" = 30' (3) ONE-BEDROOM APARTMENTS: Not to scale i S�� 1 .5 SPACES EA. X 3 =5 SPACES BASED ON SURVEY BY: JOHN C. EHLERS LAND SURVEYOR RETAIL: I SPACE PER 200 GROSS SQUARE FEET: I G EAST MAIN STREET RIVERHEAD, NY 11901 A 4,983.9 5F/ 200 = 25 SPACES IT Is A VIOLATION OF THE LAW FOR ANY PERSON, i! NOTE: /�/ UNLESS ACTING UNDER THE DIRECTION OF A ti ( DATED : 10-08-2019 TOTAL: 30 SPACES REQUIRED LICENSED ARCHIT'ECP,TO ALTER ANY ITEM ON RETAIL LAYOUT COMPLIES WITH SOUTHOLD TOWN 5CTM No. 1000-G 1-4-1 30 SPACES PROVIDED THIS DRAWING IN ANY WAY.ANYAUTHORIZED E I SCTION 250-45 (A) (7) IN THE FOLLOWING WAYS: / ALTERATION MUST BE NOTED,UST O D, AND n I PARCEL ZONED HAMLET BUSINESS HB DES�RIBEDIN ACCORDANCE WITH THE LAW (a) [I] [a]: BUILDING MA55 IS NOT'STANDARDIZED' ELEVATIONS REFERENCE NAVD'88 DATUM I (a) [I] [b}: ALL EXTERIOR BUILDING WALL ARE CON51STANT I WITH FRONT WALL AREA = 99,208 SF OR 2.28 ACRES DENSITY LOADING AND DESIGN SEWAGE FLOW KATES Rr; (a) [2] [a}: 5TREETFRONT FACADE 15 DIVIDED INTO 3 ZONES ��E ✓ CST (a) [2] [b]: 5TREETFRONT 15 SITED WITH MINIMUM SETBACK DRY RETAIL SPACE 4,983.9 S.F. @ 0.03 GPD/UNIT DENSITY AND HYDRAULIC LOADS AND 15 TRANDPARTENT BETWEEN 3'AND 8' HIGH 150 GPD FOR G8%D OF THE FRONT FACADE. AFFORDABLE APARTMENTS (I BEDROOM) 3 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS INDICATES EXISTING CONTOUR LINE = 450GPD PKC (2 BEDROOM) 4 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS INDICATES PROPOSED CONTOUR LINE GOO GPD F yC' TOTAL LOAD 1200 GPD THE PROPOSED DEVELOPMENT FOR THIS PROJECT SITE HAS A POPULATION DENSITY EQUIVALENT OF +-G'-8" 5'-0' 1209 GPD. l 5�� - CLIENT OMINER NCLA5IFIED EXCAVATION 4 EMBANKMENT HARD CORNER DENSITY AND LOT SIZE LOT COVERAGE PARTNERS LLC ' CONCRETE SIDEWALK UNREINFORCED BASED ON ZONING CODE 280 TOTAL BUILDING AREA : 13,195 SF OVER NYSDOT APPROVED RCA BASE LAYER ATTACHMENT 2,THIS PROJECT g 3"TOPSOIL (AT LEAST 95%BY WEIGHT OF RECYCLED PORTLAND CEMENT o MAIN ROAD REQUIRES 100,000 SF FOR THIS SITE. 13,195/99208 SF = 13.3% SEEDED FOR GRASS CNCRETE AGGEGATE AND FREE FROM ORGANIC AND THER 5353 (20,000 SF PER USE). HB LOT COVERAGE ALLOWED = 40% DELETERIOUS MATERIAL. ttHIS MA ERA MAY CONTAIN°UP TO SOUTHOLD, NY ug7i PROPERTY SIZE IS 99,205 SQUARE CONCRETE CURB TYPE B 5%BY WEIGHT ASPHALT AND/OR BRICK) _ FEET. THEREFORE, A VARIANCE IS REQUIRED PROJECT TITLEOJ FOR 792 SQUARE FEET(0.8%) PR I I A D' � � � � �� DETAIL SECTION is• za• 00 o 'o oA� BUFFER ZONE PESIDEWA SWIDTHE/ SLOPE TRANSITION SEPARATE CURB SIDEWALK MIXED USE _ WIDTH VARIES 44" MIN. MATERIAL AND (SEE NOTE 14) WIDTH VARIES N `+ 'r 6" tTYPJ 6" (TYPJ S��NpJEDGE OF DRAWING TITLE IT TABLE.AKKM SLWACE os ROADWAY , RIES TIE INTO EXISTING GROUND TRI MATED DD1E DETAILS fsf E NOTE _ SIDE FLARE (SEE NOTE DETECTABLE SITE PLAN 48;e GENERAL F GXG-W2.9 W2.9 ------- SURFACE TYPE (SEE NOTE 14) MIN. SUBBAE,RAMP 4PpsS#�� ER FIN. GRADE ,n . -'a 6" MIN. SUBBASE, HERE 4" CONCRETE SIDEWALK REQUIRED(SEES 10) Decem er 19,z,oii 5— DATE �30' (2)#5 REBAR REQUIRED (SEE NOTE 10) (6 AT DRIVEWAYS) SEE DETECTABLE WARNING C'_EAR SPACE �o "s " G" SUBBASE I DRAWING NO. PLACEMENT DETAILS 'p.ra RECEIVED "CRUSHED STONE DETAIL SECTION MEETING EXIST. CURB RAMP CONFIGURATION: TYPE 1 TYPICAL SIDEWA K CROSS SECTION ASPHALT PAV'T LJAN 9 2023 1 NO CURB WIT I BUFFER ZONE D R I V S W A Y IN A FI 1 SECTION Southold Town CONCRETE PAD DETAIL Planning Board ISSUES/REVISIONS Bulldln 9 BUILDING I MIXED USE BUILDING ::,;' 3 COMMERCIAL UNITS ON FIRST FLOOR DRIVEWAYNOTES: . • '- , ',., s " I ,'„ i 3 AFFORDABLE APARTMENTS ON SECOND FLOOR `I ..-,�y.� J� YJ> - l= }.$ - �' D"•''[ e ;vdR.i V 1 g �, .A. a. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH THE STATE ,., �� , , 1, ,,, ',`m, • ', ,t* ,�• Nx EXISTING UTILITY POLE , "" , �,.NYT752 ' ;. ., _'S PERMIT ENGINEER REGARDING APPROPRIATE LOCATION FOR SNOW STAKE SLEEVES. {� :- ' ' y� � �. . � ; ; `•,,.' ...� .• �,"-`,;�•� ^4 ,',-. ,fir '# 1 : .`�"�' • �' 'a. �' � 1.. � . ,t� `' � Ii;�`• PROVIDE SURVEY MARKER. SEE NYSDOT b. AFTER CONSTRUCTION, SIDEWALKS AND RAMPS MUST BE EVALUATED FOR ;-'a ' '�: � " '� � AREA OF 51DEWALK RIGHT-OF-WAY MARKER DETAIL .; ,� COMPLIANCE WITH CURRENT ADA STANDARDS. THE PERMITTEE OR HIS DESIGNATED '4 �- y: .a' CONSTRUCTION IN STATE � '• .� r• '• , '•'`� �' � '� . . - �� •�• , "DESIGNER, OF RECORD" SHALL FIELD VERIFY THE THE PEDESTRIAN FEATURES (RAMPS, .�; .. `". RIGHT-OF-WAY. PROPOSED C TE SIDEWALK 1•. ':'� .r'', �`"''1t'a: 2:.. " ' "' %� _ SIDEWALK, ETC.) WERE CONSTRUCTED TO CURRENT ADA STANDARDS OUTLINED IN '" ' ' y �� TRANSITION SIDEWALK END '� '' _` ++1` ' CROSS SLOPE TO MATCH - _ - NYSDOT -PECS SECTION 608 AND RELATED SHEETS. SUBMIT REQUIREDa � .�'�i`;;;, " �'� , '.•.• - s f. yr � l -I• .t a�EXISTING 5 x.IDEWAL K SLOPE DOCUMENTATION TATI N T T . .O O THE TAT P STATE EMIT ENGINEER E R G N E BEF R O E HE R T WO CAN E •_r WORK B >._ 1 `•r. r y t y 4 , C !" I '1 -t A I .t A ,r*' n v� C EPTE '�•.. . C D AS COMPLETE AND THE PERMIT WILL BE CLOSED. T � �• �� .�' '�'aV;,'�v,.,;- -.�.- . . :� ��.�� . -�.�• :�.4' `�.� S HE FEATURES THAT DO ...� �.� , � :.; , �C. PROPOSED NEW I ii "� � �, 4�F .{.. . � ?� ° � ' j - � � . F � , ie;,, ,�",. r; •.•�,,#+ •. '�,w �� -,� ..�„'. NOT COMPLY WITH ADA REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL STREET TREE: WILL a 4.' OAK MIN 2" CALIPER. ------- ---- - -- ---- ----- ----- --- r- ----- -- r( .. AND RECONSTRUCTION. ��* � .� I' APPROX. LOCATION _ �;.':. I , I: C. THE CONTRACTOR SHALL CLEAN EXISTING DRAINAGE BA51N5 ALONG AND '. '" ` A '' REMOVE EXISTING SIDEWALK. � x+;�� + , *�. � 1'e. •��- � k �'ti'�:�' ,. LANDSCAPING I I . IMMEDIATELY ADJACENT TO THE NY SITE FRONTAGE DURING AND AFTER +. { ta ;... PROVIDE NEW 5' WIDE POURED r I I `' !� r + Y er ``� ;'' 1- �" ` ct I I I CONSTRU .TION AS ORDERED BY THE STATE ENGINEER. r• \. ' •i, #' .1 *� CONCRETE SIDEWALK BUILT TO I REPAIR 1 w d AISHOULDER,R EXISTING r R G I E S D WA A �•'LK ND BI �CU NG AS .�.R BY TATE 5 NY �SDOT PE IF S C I A • I , MAINTAIN SOUTHERN LINE / I ENGINEER. c `-' / 1 - ..,.�.: .•sue, "a•k .�+ ':�.�., f rt 1 a' Z { ey a a a SIDEWALK. I I I I e. ANY SIDEWALK PANELS OR CONNE TI PA ,{ "r ;• . -. _ ��9` V STYLED WITH A C NG VEMENT THAT HA E ,*• FIN LOOK EL. 2G.5' I r- . •„ ` �, ,, ,. " .=' - ' NORTHERN LINE OF EXISTING , GREATER-HAW �" LIP OR CRACK OVER�" WIDE SHALL BE REPLACED TO MEET ADA r 51DEWALK TO BE REMOVED. �� ' i All } REQUIRENENT54 2 _ LL;�" f. RUNMNG SLOPE OF THE DRIVEWAY WITHIN THE RIGHT OF WAY SHALL NOT EXCEED a9� s r'•f ° i" •dt4` w+_ '_ a 4 Y. , EXISTIN �— I I 2 0. L----- ---- --- ----- --- -- ----- - -- ----- —J s" CONCRETE CURB �J g. CONSTRUCTION MATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE :�' ; / / I ,.�� NYSDOT ROW AT THE END OF EACH WORKDAY. MATERIALS ALLOWED TO REMAIN ON KEY MAP EXISTING TREE '� --____-- _ _-- ___-- __-- ' �-' 51TE MU57 BE T' '-` . •'� �.•.• S ORED OUTSIDE THE VEHICLE CLEAR ZONE. 0 r h. REMOVAL OF THE EXISTING CONCRETE CURB SHOULD BE DONE FROM THE BACK EXISTING SIGN 27-4 �gKERACK 2q SIDE TO MINIMIZE ANY DAMAGE TO THE EXISTING PAVEMENT. THIS INVOLVES PULLING 'NO STANDING ANYTIME' , „ `�'. I I I i ; = - I / ! - ,� I : THE CURB OUT FROM THE BACK AND POURING NEW CURB UP AGAINST THE EXISTING 1 (ARROWS BOTH DIRECTIONS) - , . SIGN TO REMAIN j ;;": i� I I •..' PAVEMENT. ). ALL NEW OR RELOCATED SIGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. EXISTING LIGHT POLE-,,, `'<� °i:-+} i i / i 2 5 GI :" T� ' '' 'r' I I I J. 5NCW STORAGE STRIP AND 51DEWALK RESTORATION MUST MATCH THE ONES IN � J I I� I THE NEIGI-BORHOOD OR ENHANCE THE AESTHETIC VALUE. AREA OF SIDEWALK CONSTRUCTION IN STATE .+�= k. PAVEMENT RESTORATION SHALL BE IN KIND. COMPOSITE PAVEMENT • I 11 I +J• f *•'� RIGHT-OF-WAY. 11 _ I I ;, ,Y- F` �' S RE50TATION SHALL BE TAKEN TO EXISTING LONGITUDINAL JOINT. IF ANY DAMAGE TRANSITION SIDEWALK END - I I I .: `'• '= : OCCURS TO CONCRETE PANEL, THE CONTRACTOR WILL BE RESPONSIBLE TO REPLACE CROSS SLOPE TO MATCH '/ THE WHOLE PA EXISTING SIDEWALK SLOPE ''. --------� ---- -- -- ----- -- ------ -- EEL. PROPOSED I. MINIMUM WIDTH OF ASPHALT RESTORATION SHOULD BE ' F/ `_. f• _, , ; �, .;,: •,� •�.._ L 4 OR PROPER ` EXISTING 5UFFOLK CONCRETE I f. 26 y. CO PA T�;. ON. ADD I FT OVE T F RCU O TOP I - R COURSE.I R / �� TRANSIT BUS STOP SIDEWALK - ': -_ _ _ _____ __ _ ____ __ •r �, M. ALL COLD JOINTS TO BE SEALED WITH HOT APPLIED SEALANT. ■ SIGN LIJ i i s y. Ct .`., n. TACK COAT 15 REQUIRED BETWEEN ALL LIFTS AND JOINTS, REGARDLESS OF WHEN D EXISTING es REMAIN LAWN TO note hayba I - PLACED. t ^ EXISTING CON C I ': .• (D o. COMPOSITE PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE OCT 29,2021 u 1 N �'`s .` CURRENT PEGIONAL PAVEMENT REPAIR GUIDE SHEETS. DETAIL SECTION SIDEWALK I MAR.io,2021 N PROPOSED NEW f I `''` '- " 27 p. NY5DOT GENERAL ROADSIDE SEED MIX SHALL BE USED FOR ALL GRA55 D R I V E W A Y STREET TREE: WILLOW RESTORATION. OAK MIN 2 CALIP ":; APPROVED ITEMS CAN BE VERIFIED AT: www.dot.nycjov/PIC. STANDARD SHEETS Cl Yg THESE PLANS ARE AN INSTRUMENT OF APPROX.. LOCATION �':.:' i I 'r:<t,: ARE AVAILABLE AT: Standard Sheets (US Customa ) (n ov). FOR MORE INFO, PLEASE SERVICE AND ARE THE PROPERTY OF THE D O y g ARCHITECT.INFRINGEMENTS WILL 0 Oo GO TO www.dot.ny.gov.permlt5. BE PROSECUTED r. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY RIGHT-OF-WAY WILL REQUIRE EXISTING CONCRETE ='ram I :'7 ':, ' BUFFER ZONE PED. ACCE SNR�E/ SLOPE TRANSITION aoza ALL RIGHTS RESERVED SIDEWALK SEPARATE APPLICATION AND SUBMISSION OF RESTORATION PLANS. FOLLOW THE — ._ _ PROPERTY LINE ".- : i GUIDELINES OF OUR UTILITY HANDBOOK, BLUE BOOK TITLES, "REQUIREMENT FOR THE WIDTH VARIES 4'-0" MIN. MATERIAL AND • (SEE NOTE 14) WIDTH VARIES EXISTING UTILITY POLE i` i u -- '•'" 37 _rJ �';, - J DE51GN AND CONSTRUCTION OF UNDERGROUND UTILITY INSTALLATIONS WITHIN THE NYT (7)5 I , . , ---- --/ ----- -- I :y: STATE HIGHWAY RIGHT-Of-WAY". 6" (TYP.) 6" (TYP.) D r• ' ' '. I EDGE OF TIE INTO EXISTING GROUND � EXISTING LIGHT POLE AREA OF SIDEWALK I •.•.':>?,:• 2 THE APPLICANT SHOULD CONTACT MR. DIEGO AUCACAMA (G3 I -727- 173 1 , ROADWAY VARIES EXISTING SIGN R7-4 CONSTRUCTION IN STATE ; ;; d)ego.aucacama@dot.ny.gov) FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY �£F NOTE 151 Robert I Brown RIGHT-OF-WAY. c` ° '.>r • NO STANDING ANYTIME NDSCAPI G I ` ., �` WORK PERMIT (HWP) APPLICATIONS. THE UTILITY HWP 13SUANCE IS SUBJECT TO 1.5X ax.� stoPE (ARROWS BOTH / TRANSITION SIDEWALK END : / i -.r J ISSUANCE OF THE HWP REQUIRED FOR 51TE WORK. Vag Architect, P.C. CROSS SLOPE TO MATCH EXISTING SIDEWALK SLOPE ` - 30 5. ALL PROPOSED ROAD IMPROVEMENTS DETAILED IN THE 51TE PLANS MUST 20 Bay Ave. Greenport NY SIGN TO REMAIN - '" ----- -- ----- ---- t•; c9 SURFACE TYPE - "` O COMPLY WITH THE LATEST VERSIONS OF AA5HT0 ADA NATIONAL MANUAL OF (SEE NOTE 14) inro@ribrownarchitect.com ]> ,;'• �- 6" MIN. SUBBASE. WHERE UNIFORM TRAFFIC CONTROL WITH THE NY5 SUPPLEMENT (MUTCD), NY5DOT HIGHWAY 6" MIN. SUBBASE, HERE 4" CONCRETE SIDEWALK REQUIRED (SEE NOTE 10) 631-477-9752 + �0 REQUIRED (SEE NO 10) (6" AT DRIVEWAYS) - DESIGN MANUAL, A U L AND THE POLI A A�•�: �.=• �::�� C Y AND STANDARDS D F H❑ R 5 OR THE DESIGN OF ENTRANCES .j :.; .:,��' '•«��.'�» - ;_'; , 6 SUBBASE EXISTING SIGN W 11- i TO STATE HIGHWAYS ('DRIVEWAY DESIGN POLICY'). ROAD IMPROVEMENT PLANS MUST (PEDESTRIAN CROSSING) I� PROPOSED CONCRETE SIDEW LK ' ;, PROVIDE ALL APPROPRIATE NY5DOT STANDARD DETAILS AND NY5DOT STANDARD ITEM IT IS A VIOLATION OF THE LAW FOR ANY PERSON, WITH ARROW, NO TEXT NUMBERS. UNLESS ACTING UNDER THE DIRECTION OFA REPLACE I5TING TYPICAL SIDEMA K CROSS SECTION LICENSED ARCHITECI,TO ALTER ANY ITEM ON Gt DETECTABLE WARNING PANEL )j PROVIDE SURVEY MARKER. SEE NYSDOT �� NO CURB WIT BUFFER ZONE THIS DRAWING IN ANY WAY.ANY AUTHORIZED D WITH NEW NYS DOT TYPE I i RIGHT-OF-WAY MARKER DETAIL IN A FI L SECTION � CURB RAMP WITH - -" - '. • , ALTERATION MUST BE NOTED,SEALED,AND TH CAST IRON - EXISTING TREE a DESCRIBED IN ACCORDANCE WITH THE LAW. r• �,� .z: i. EM BE - DDE DETEGTA L . •.B E - WARNING UNIT ITEM s. - • _ �'` G08.2 I O 0003 0 EXISTING SIGN R I-I 'STOP' RELOCATE TO CLEAR NEW SIDE SHOWN PROPOSED 2 D CONCRETE 51DEWAL - �'/4"0 COPPER I y � END OF EXISTING CURB VV�` PIN 6" LONG W t _ ,c J;, SITE PLA • NYNm +4N . SDOT A ._ _ CLIENT I OWNER W W SCALE: 1 =Zo r Y SIDE FLARE R 0 5' >o' io' NOTE: ALL LANES MUST BE OPEN TO TRAFFIC ~ ~ ��I',► a a (SEE NOTE HARD CORNER �:. BEFORE 10:00 AM AND AFTER 3:00 PM. NO W GROUND e PARTNERS LLC LANE CLOSINGS ARE PERMITTED ON WEEKENDS P N R =; OR HOLIDAYS. NIGHTTIME LANE CLOSINGS WILL W = 5353o MAIN ROAD NOT BE PERMITTED WITHOUT PRIOR APPROVAL 53530 LD, NY 11 971 D FROM THE STATE PERMIT INSPECTOR. W a UNDISTURBED RAMPS —" EARTH Iq�4 W SEE DETECTABLE WARNING CLEAR SPACE PROJECT TITLE GAS GA GAS GAS GAS GAS GAS - GAS GAS w GAS .. k GAS _- -- • - GAS _ PLACEMENT DETAILS DA5ED ON SURVEY BY: TRAFFIC SIGN "^ FOR BACKFILL JOHN C. EHLER5 LAND SURVEYOR PROPERTY BOUNDARY LINE MATERIAL CURB RAMP CONFIGURATION: TYPE 1 MIXED USE D G EAST MAIN STREET RIVERHEAD, NY 1 1901 W EX15TING U/G WATER SERVICE (SEE NOTE 6) -�,/ DATED : Io—o8-2019 GAS EXISTING U/G GAS SERVICE _ RECEIVED I��//// SCTM No. 1000-G I-4-1 PROPOSED ROOF EAVES � DRAWING TITLE / PARCELFA 3 Z023 ZONED HAMLET BUSINESS HD PROPOSED CONTOUR LINE5 - — I ' °" :_ r- Southold Town SITE PLAN / NYSDOT D ELEVATIONS REFERENCE NAVD '88 DATUM Planning Board AREA = 99,208 SF OR 2.28 ACRES r: =' ;. • -�� .;°s•. --Oa � Oo °.�°,"M�� SIDEWALK CONCRETE I „ W � _ PROPOSED SIDEWALK RIGHT-Of-WAY MARKER °° INSTALLATION DETAIL r (000 si6D� ° DATE SCALE LI 5T Of D RAWI N G5 _ I E December i9,2022 i'=30' RM 7 NY5DCT I PLAN OF WORK AREA ° � DRAWING NO. NY5DCT 2 NOTES AND DETAILS EXI5T1 N G 51DEWALK D NY5DCT 3 TRAFFIC CONTROL ACII"E; / NY5DCT 4 ENTIRE SITE PLAN , {moo SURDETFACE V/ DETECTABLE�A°NEG DEFACE q51 LS PROPOSED BUILDING / NYSDOT Case No.100565 ISSUES/REVISIONS >, N o CD o E I- 1� T- O Q Land Now or Formerly of: I O :_ O 3 6 I Z 3 Land Now or Formerly of: Z 4 Den15 Salzman 4: Regina Salzman Lisa 5Chlller t x� J Land Now or Formerly of: Andrea Weiss dnld,.9 E5teve5 Holding Corp. Ll IN I BUILDING I MIXED USE BUILDING DRIVEWAY (Right of Way) Land Now or Formerly of: E5teve5 Holding Corp. UI"IVeWa EXI5TING UTILITY POLE ` �L D' NYT 752 N ROVIDE SURVEY MARKER.SEE NYT_� _._.� S 15°5 5 5 0 F� I AREA OF SIDEWALK / RIGHT-OP-WAY MARKER DETAIL _ F , , , , TRAN51 UC 51 IN STATE �/ L �.�PROPERTY LINE _ 664.12) k RIGHT-OF-WAY. PROPOSED C E SIDEWALK TRANSITION SIDEWALK END \\VVJJ CRO55 SLOPE TO MATCH EXISTING SIDEWALK COPE ; - s'" - - - = LANDSCAPE BUFFER fn PROPOSED NFW 1 h ' OA ETTLECALI 1 j 4•CONC.CURB APPROX OAK IN 2'CALIPER. REMOVE EXISTING SIDPA'ALK. ,j LANDSCAPINGPROWDE / n LOADING � �� 1 U CONCRETE NEW 5'WIDE Pg1RED / ry • y D CONCRETE SIDEWALK BUILT TO )„4e,. w _C NYSDOT 5PECIFIUITIONS. ^ - / / �+I•l' MAINTAIN SWTHERN - 51DEWALK. z: I NORTHERN LINE REMOVED /FINROOKEL.26.5' / NGLE DINGZSIDEWALK TO BE REMOJFDD ^ CED-IN D'UMPSTER AREA XS15TING �- -/ /; FAMILY RESIDEN N '� CDN6RETEC RB --- -- --- ---- -�=- =F. 23 -6°x -6°x 6° REINFORCED BUI ING 3 BUILDING 4 BUILDING 5 ! o ( EX STING TREE '� w !__' .! - ! ' `i 'w ❑ 22 coNc rE SLAB z BEDROOM SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE L o�"�o� NYTIMIT !� 248 7 OVER 55 RENTAL EDROOM a BEDR OM z BEDRO *Oc� Qhr-— b (ARROW"BOTH DIRECTIONS) / / ® 2 I �, 7 R 55 R AL OVER 55 BEDROOM AL OVE 55 RENTAL —' � to SIGN TO REMAIN • EXISTING LIGHT / / / / / 25 i CI I 9 ^ 1 I Co ._` / / 20 G _ W f AREA OF SIDEWALK /1 •F�1 CONSTRUCTION IN STATE _ 15 I rJf b TRAN5OF-WAY. / _ ;/ ', • I J 5 TRANSITION SIDEWALK END / / / - / N CROSS SLOPE TO MATCH PROPOSED -----• -- 19 HALT PAVING -�j/ / _ / j �_ - /// I EXSTINGSIDEWALK SLOPE ----- - NOTE ALL / // / / O 0 EXISTING 5UFFOLK5TO / CONCRETE ,° 2 G // / / / TRANSD&B STOP S DEWALK - I I RB5 TO / / / SIGN W - --- 7- - /// '/ I - p-i D 3 --NC AwaTo i x• I g MOUNTABLE" / •%' /// / / // N note ha ales IN LOO REMAIN / �- //// EXISTING CON / I2 --_� / '/ // / / IN F OOR, SIDEWALK / / }•�• N 1 ( ® 15 I sf j//EL. 3.7' / ///�� / /// % /�/ //�/ •/ /,/'///��/ PROPOSED NEW / _ 7 17 ,/ , / -- / • , / j// EL 2 .0' / �•) STREET TREE:W1"°'" & IN F OOK ' 'OAK MIN L CAIO �I / / / / IN F 00 0 n , D a% APPROX. " 13 3 L' ' -f EL 2 I.O' / - EL 2 I .J' i % ` oo NDSCAPING (TYPICAL) / (n i 1-"PR0PER1Y I G CONGRETE 5 E DRAWING A3 �/SIDEWAK LINE '�•• ,•• •.• _ - 4/1 IXI5TINGUTILnYPOLE -'`I -_. •"' �, NYT ins 1 - 15 2 - D N I CXISTI G LIGHT POLE N I 2 I AREA aF 5 DEW, ` u. AlK• / EXIST NG 51 74 CONSTRUCTION IN STATE - - GN R GHT- -WAY w of NO STANDING IMP I APII est� TRANSITION N D5C G 1 51DEWALAT D RP h I A .dWr BOTH - O CR SS SLOPE TOM I DIRECTION ASPHALT PAVIN D(ISTING SIDEWAIK SL PE -' .__.. __ _ ..• � 3J '- � SIGN TO REMAIN ! _ ___ ____ - b aE _ - V I O T 29,zozT I C EXISTING SIGN WI I_ 1 -<�. •Z=:�- o PHALT PAVING _ (PEDESTRIAN CROSSING, -- PROPOSED - IA LT G _ ASPHALT PAVING PROPOSED CONCRETE SIDEW LK r l� WITH ARROW NO TEXT / - . PF. PER IN ONCRETE REPUDE{x1 WAR / TY L E �' _ _ MAR.10,2021 ABLE / POVIDE SURVEY MARKER.SEE NYSDOT _ SIDEWAL DETET WARNING PANEL T/, / i .,7,. �� / D WITHNEW NYS DOT TYPE I RIGHT-OE-WAY MARKER DETAIL I _ "". .`�{ to CURB RAMP WITH CAST-IRON -=.✓r - '+�'-L.. •+ SAY- - ;5 _ 6n � -' STING TREE __ _ - _ .t - E ODED DETECTABLE `ltl -'i • ED 4, GE OF PAVEMENT _--1-- - \ ENT WARMING NIT - - U ITEM GO8.21 3 W.. EXISTING SIGN R I-IAR STOP I RELOCATE TO CLEAR NEW 510 �- �e�—�--�--��+-1 5-1 � ,••/ 4 - PROPOSED 1 y I END OF EXSTNGCURB CONCRETE� , 671 ,78' 20 CONCRETE THESE PLANS ARE AN INSTRUMENT OF SIDEWALK SERVICE AND ARE THE PROPERTY OF THE _ _ _ _ _ _ _ ARCHITECT.INFRINGEMENTS WILL _ _ _ ;� SIDEWALK BE PROSECUTED I — — — — — — — — — — — — — — — — — — — -- — — — — - — — EDGE OF PAVEMENT — — — —w— — — — —w— — — — -- — — — w- — — — — — — —w— — — — — — — S I T E P L A N NYSDOT —w —w PROPOSED zozz ALL RIGHTS RESERVED ;.� (Wells Road) Avenue RE HYDRANT NOTE ALL LANES MLI5E OPEN TO TRAFFIC W eil S 2 0 22 BEFORE 1 O:OO AM AND AFTER 3.DO PM.NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOUDAY5, NIGHTTIME LANE CLOSINGS WILL D I NOT BE PERMITTED WITHOUT PRIOR APPROVAL N FROM THE STATE PERMIT INSPECTOR. GAS GA$ GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS—�—GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS BASED ON SURVEY BY: .a. TRAFFIC SIGN p JOHN C. EHLERS LAND SURVEYOR PROPERTY 15TINGBOUNDARSERVI Robert I. Brown I DATE.: NNSTREETRVERMEAD,NY IIso1 - W— - EX15TINGU/GL WATER SS RVICE PARKING CALCULATIONS (BUILDING 1 ) L DATED:.I000-G1- GAS EXISTING DiG OF seRvice (3) ONE-BEDROOM APARTMENTS Architect, P.C. SCTM No.1000.614-I /�I�� PROPOSED ROOF EAVES AREA HAMLET HB PROPOSED CONTOUR LINES 1 .5 SPACES EA. X 3 =5 SPACES 20 Bay Ave. Greenport NY ELEVATIONS REFERENCE NAVD'88 DATUM I:NII RETAIL: I SPACE PER 200 GROSS, SQUARE FEET: Ll b AREA-99,208 SF OR 2.28 ACRES �'. ��,• T• LL =- PROPOSED SIDEWALK inro@ribrovmarchitect.com 4,983.9 SF/ 200 = 25 SPACES LIST OF DRAWINGS ( 1- - 2 6, NY5DOT3 PTRAFFICCONTROL LAN or WORK AREA ��/ EXISTING SIDEWALK TOTAL: 30 SPACES REQUIRED 3 477 975 NY5DOT 2 NOTE5 AND DETAILS !D I NY5DOT 4 ENTIRE 517E PLAN SIGN G20-2 PROPOSED BUILDING PER MUTCD 30 5PACE5 PROVIDED I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, sue, UNLESS ACTING UNDER THE DIRECTION OF A DENSITY LOADING AND DE51GN SEWAGE FLOW RATES LICENSED ARCHITECT,TO ALTER ANY ITEM ON N I THIS DRAWING IN ANY WAY.ANY AUTHORIZED DRY RETAIL SPACE 4,983.9 S.F. @ 0.03 GPD/UNIT DENSITY AND HYDRAULIC LOADS = ALTERATION MUST BE NOTED,SEALED,AND (�; IMtlNWAY 150 GPD DESCRIBED IN ACCORDANCE WITH THE LAW. I •#5 ��MSJD AFFORDABLE APARTMENTS (I BEDROOM) 3 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS 450 GPDp— -� PRC(2 BEDROOM) 4 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS GOO GPD �', •I G L 8/ �` REMOVE EXISTING SIDEWALK. PROVIDE NEW 5'WIDE POURED CONCRETE 51DEWALK BUILT TO TOTAL LOAD 1200 GPD k � NYSDOT SPECIFICATIONS.MAINTAIN � n•n nnecs '� �' SOUTHERN LINE OF 51DEWALK. THE PROPOSED DEVELOPMENT FOR THIS PROJECT SITE HAS A POPULATION DENSITY EQUIVALENT Of 1209 GPD. r�M1 C F ° DEN5ITY AND LOT 51ZE LOT COVERAGE BASED ON ZONING CODE 280 TOTAL BUILDING AREA : 13,195 5F CLIENT/OWNER ATTACHMENT 2,THI5 PROJECT note haybales REQUIRES 100,000 SF FOR THI5 SITE. 13,195/99208 5F = 13.3% (20,000 5F PER USE). HB LOT COVERAGE ALLOWED = 40% HARD CORNER PROPERTY SIZE IS 99,208 SQUARE PARTNERS LLC FEET. THEREFORE, A VARIANCE 15 REQUIRED FOR 792 SQUARE FEET(O.8%D) 5353o MAIN ROAD SOUTHOLD, NY u971 PROJECT TITLE DG•�IUtt ita SIGNM49C MIXED USE PER MUTCD NOTE: ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10:00 AM AND NO o AFTER 3:00 PM.NO SHOULDER n LANE CLOSINGS ARE PERMITTED ON DRAWING TITLE > WEEKENDS OR SI W 3 a HOLIDAYS. NIGHTTIME PP"R TCD � LANE CLOSINGS WILL o NOT BE PERMITTED SITE PLAN / NYSDOT WITHOUT PRIOR Z APPROVAL FROM THE STATE PERMIT SIDEWALK INSPECTOR. RECEIVED SIGN WZI DATE SCALE �JAN 20Z3 December 19,2022 �"=30' SITE PLAN: NYSDOT I soutr,oid i-own DRAWING NO. TRAFFIC CONTROL Planning Board SCALE:,.z3o NYSDOT Case No.ioo565 ISSUES/REVISIONS :' �, o I L o E O t L.tL_ O� &_ 11 = N o 4) o L C Land Now or Formerly of: I 3 6, ,n o Q Land Now or Formerly of: 0 � a o 3 Land Now or Formerly of: Denis Salzman f, Regina Salzman Esteves Holding Corp. a 3 Z Lisa Schiller � ~ � �I i Story Andrea Weiss I `6 Building D I I DRIVEWAY (R1 ht of Way) Land Now r 9 Y) o formerly of: Esteves Holding Corp. drivewa ti EXISTING UTN�fmaSOnry wall al- 'ne to be removed E 1�9ETING uralTY Si °5 5 50 E POD I I - - - - - - - PROPERTY LINE 6 4.12 EX15TING UTILITY T7'H'FAn7IE- ' {k POLE SERVICE LINES TO RUN UNDERGROUND NEW 65KVA I PHASE _ i k.W'.�T3 ;r,-.;::._-: _�:•- '�- �{ TO PANELS IN EACH UNIT.AND ONE F LANDSCAPE BUFFER TRANSFORMER ON ' �`.t.. 4 GANG METER N I S ZO PROPERTY SERVICE.SEE ENGINEERS CONCRETE PAD BANK ON'H' (\V/ 3 I so o -_`---`�~r -` RAWING5 CH- THRU CH-5 FOR ELEC. r,; �zoNc - /-/-/- -- --- ----- --- - -- ETAIL5 T. 274 SERVICE UNE5 TO RUN FRAME our covrz reoe zs_.•/ / yl_^,c,t ZO C T o .za.r UNDERGROUND TO SERVICE LINES TO (1 �C.•. I ' s ,,•� / / /// B.O.C.2>O "`21O ns METER BANES RUN UNDERGROUND TO PANELS IN EACH q � nN rrae"¢. -•.z-'^r�'- � - ^.5`"� EF G LOADING UNIT ' u, I - / / r.o z>o r z>s SEE ENGINEER5 DRAWINGS CH-I w- I / / / / o.z6 a THRU CH-5 FOR SEPTIC SYSTEM + B. z6s no DETAILS AND SPECIFICATIONS / y14 ONEGhalocnsT / z>' � SEE ENGINEER'S DRAWINGS CH-I y i.wroFzc.• / // z ./�ym L "ro THRU CH-N FOR SEPTIC SYSTEM \\ DETAILS AND SPECIFICATIONS sr oovm o N// � Nr. :2 _2s / \ " C)//// �/ �•�,qN Froorc¢/ , r r. ''zrxn 25Croer�+cruTe ' /z6s' Bo 6 �� L�JK;: :,t:. ; ' rs�ore si slOeF x i ❑ _."T' `+� / / To szna EL zz I --- _ - - o o I'C, r / / �1 I .Qtt ¢ o / �/ -- ---- ZONE3 crsx Ft zz- / -I..f/ � /1 ti • - / /RIB //' - - 1/ JJ// FL c / �1 � '�'�. ' aenoF z6+• � /i �i "� ////,L ew.oF¢.0 Z�C s s i // t / OZONE 5O LJI !: 15- .///// /// ZONEI NATU L / , /� / / // NGREASE IKA VE ATION i / i. ^'30'L X 20'W I sro :t �zoN 6i `V �PREFABRICA D co'r'zn\ E:: zsn _.zss' j / // / // / j ' /` i/ •/ // /// // j N ^1 (NOT CONCR -:¢.zz / / r J / ° W RODRFL`, D TO /i / / O D ' j .i•;'// / I i L./ /J // / //// // _ J / //'�/ / ONE 4 / //I1'^` ZONE? zz.o / ' ( / �../ �il r •(� r c test I // \ -. / test hole - - s N s oo�N �o N D 0 hol D tI,V j // 2- m zs. ZONE / � I I I I ICAL I RE5IDENTIAL ZONEF �c - 21ty orure Tr? c"nrt r .zso CI I / . D I`f o c.z+.s• I I.9 r t'?E a'- -` /�}icy e.o s so wx« ru oar o oovm e I N y 3/4'DIA WATER FCVICIE LINE p Ll I I ° I N TYPICAL FOP Rf IDENTIAL I q / I Vl 5 LPTIC Y5TEM D SEE ENG EER'S DRAWIPGS CH-I - e.o` ss' I STRUCTURES N 3/4'DIA R SERVICE NE to THRU CJ5 FOR SEPTIC SYSTEM _ - ,•'. .• -�• *,-«•. s I DRI AY (U TYPICAL FOR ESIDENTIAL DETAILS AAAND SrECIFICPTIONS I -_ Tt;�T'."_;-" '"•.'' I VEWAY I I D / STRUCTURES I R4PERTY LINE / 4 (1 T. 2s.4 �y y 1 AY 3 D `�i, J..-.�.:1•r•-.'r,.. _ ;k ,n - .z>s ! I vi s' N DRIVEV✓AY4 v, :,•, F } 777�7 J 3/4'DIA WATER SERV E UNE TYPICAL FOR RESIDE IAL\ I to STRUCTURES C'r SEE ENGINEER5 DRAWINGS CH-1 r or OCTH I THRU CH-5 FOR WATER SERVICE I EDGE OF PAVEMENT / `EDGE OF PAVEMENT J N EDGE OF PAVEMENT EDGE OF PAVEMENT C 29,2021 I - DETAILS AND SPECIFICATIONS •- - EDGE OF PAVEMENT --- -j - -w- � -w- -w- -1 � -� -�v- -w- 1- �- w- -1 -w- A1y 3/4' AL WATER SERVICE LINE n D THESE PLANS ARE AN INSTRUMENT OF Cl I `" q DIA BLACK STEEL GAS N N i ^ (Wells Road) I TYPICAL FOR RESID[NTIAL rn (,�• / SERVICE LINE TYPICAL FOR (� ^• / STRUCTURES I 2 2 I DIA BLACK STEEL GAS SERVICE AND ARE THE PROPERTY OF THE , IVY ,(//(� SERVICE LINE TYPICAL FOR � RESIDENCIAL BUILDINGS X X Wells O�______ DIA BLACK STEEL GAS X V RESIDENCIAL BUILDINGS N/I•DIA BLACK 5TEEL GAS 5ERVICE UNIT TYPICAL FOR / BE PROSECUTED INFRINGEMENTS WILL SERVICE LINE TYPICAL FOR Avenue D RESIDENCIAL BUILDING5 D L.SIDENCIAL BUILDINGS vl2> q G IST�NNGNNDERGROUND N 2022 ALL RIGHTS RESERVED D GAS GA GRS GAS GAS GAS GAS GFlS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASAS GAS GAS GAS GAS G1 GAS GAS GAS GAS GAS GIS GAS GAS GAS GAS GAS G GAS GAS GAS DRAINAGE CALCULATIONS DRAINAGE CALCULATIONS N I FOR MIXED-USE BUILDING AND PARKING LOT FOR RESIDENTIAL BUILDINGS I I ZONE A: ZONE 1: y I,3G2.7 SF ROOF X 0.17 = 231.7 CF 1 ,232 SF X 0.17 = 209.4 CF Robert I. Brown SITE PLAN: U T I L I T I E S BASED ON 5URVEY BY: PROVIDE(1)8' DIA X 7' DRY WELL(295.G CF) PROVIDE(2) 8' DIA X 7' DRY WELL= 295.G CF JOHN C. EHLER5 LAND 5URVEYOR ZONE B: ZONE 2: Architect, P.C. D " 6 EAST MAIN STREET RIVERHEAD, NY 1190 I •'�/ 89G.8 5F ROOF X 0.17 = 152.5 CF 2,15G 5F X O.17 = 3GG.5 CF SCALE: 1 = 3o DRAINAGE ///�/ PROVIDE(1)8' DIA X 4' DRY WELL(I G8.9 CF) PROVIDE(1) U DIA X 9' DRY WELL =380.2 CF 20 Bay Ave. Greenport NY �_� DATED : 10-08-2019 I SCTM No. 1000-6 I-4-I ZONE C: ZONE 3: 1n 0@ribrownarchitect.com SANITARY PROVIDE(578.7 5F)V D AF X 0X 3'-G" DRY WELL= 147.8 CF PROVIDE(1) 8' DIA X 9' DRY WELL = 380.2 CF 631-477-9752 I I PARCEL ZONED HAMLET BUSINESS HB ELEVATIONS REFERENCE NAVD '88 DATUM ZONE D: ZONE 4: (854.2 5F ROOF + 1,58G.4 5F PARKING)X O.17 = 414.9 CF 2,15G.5 SF X 0.17 = 3GG.5 CF AREA = 00,208 SF OR 2.28 ACRES PROVIDE(1)8'DIA X 8'DRY WELL + (1) 8'DIA X 4' DKYWELL= PROVIDE(1) U DIA X 9' DRY WELL= 380.2 CF 50G.7 CF IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ZONE 5: UNLESSACTNG UNDER THE DIRECTION OFA ZONE E: 1 ,232 5F X 0.17 = 209.4 CF LICENSED ARCHITECT,TO ALTER ANY ITEM ON (320.G SF ROOF + 1,479.7 SF PARKING)X 0.17 = 30G.I CF PROVIDE(1) 8' DIA X T DRYWELL = 295.G CF THIS DRAWING IN ANYWAY.ANYAUTHORFZED PROVIDE(1)8' DIA X 7' DRYWELL+ (1)8' DIA X 4' DRY WELL = ALTERATION MUST BE NOTED,SEALED,AND 4 G4.3 CF DESCRIBED IN ACCORDANCE WITH THE LAW. ZONE F: DRAINAGE CALCULATIONS _..----- PROVIDE,480.5 5F ROOF + 1,788.E SF PARKING)X 0.17 = 555.7 CF FOR RESIDENTIAL DRIVEWAYS "` PROVIDE(1)V DIA X 10'-G" DRYWELL+ (1)8'DIA X 4' DRY WELL G 12.3 CF DRIVEWAY 1: w'O��T 1• �� ZONE G: I,OG5 5F X 0.17 = 181 CFPROVIDE(1) 8' DIA X 4'-G" DKYWELL = 190.1 CIF $ , ' ' I,837.E SF PAVING X O.17 = 3 12.4CF `� � ' PROVIDE (1) 8' DIA X 8' DRYWELL= 337.8 CF DRIVEWAY 2: .a� ZONE H: 985.G 5F X 0.17 = I G7.G CF I,592.G 5F PAVING X O.17 = 270.7 CF PROVIDE(1) 8' DIA X 4'-G" DKYWELL = 190.1 CF PROVIDE (1)8' DIA X 7" DRYWELL = 295.G CF DRIVEWAY 3: ZONE I: 1,1 24 5F X 0.17 = 190.1 CF 1,330.3 SF PAVING X 0.17 = 22G.2 CF PROVIDE(1) V DIA X 4'-G" DKYWELL = 190.1 CF PROVIDE (1)V DIA X T DRYWELL = 295.G CF DRIVEWAY 4: ZONE J: 1,020 5F X 0.17 = 173.4 CF 1,289.7 5P PAVING X 0.17 = 219.2 CF PROVIDE(1) U DIA X 4'-G" DRYWELL = 190.1 CF CLIENT/OWNER PROVIDE(1)8' DIA X 7'DRYWELL = 295.G CF HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY ii97i 17 ULD 100-03 -4"WIDE D 100 EDGE POLYMER CONCRETE TRENCH DRAIN PROJECT TITLE - � mod.! v •• d . . MIXED USE - -- 4 Uj i 8, DRAWING TITLE SITE PLAN TRENCH DRAIN DETAIL UTILITIES DRAINAGE SANITARY N DATE SCALE December ig,2022 1'=30' LEACHING BAS 1 N D ETA I L DRAWING NO. Not SCALE: 114" = I'-O" At I RECEIVED(RC wel JAN 9 2023 Southold Town Planning Board L c >+ ca 1L o o ISSUES/REVISIONS o o L Land Now or Formerly of: o a' � o Q Land Now or Formerly of: I:Story 73 3 z Dents Salzman 4� Regina Salzman Building JM cD Land Now or Formerly of: Lisa Schiller 9' J Esteves Holding Corp. Andrea Welss MIN i5 DRIVEWAY . g, H. (Right of Way) Land Now or Formerly of: Esteves Holding Corp. GIC'IVeWa 1 --------masonry wall aV .:.,�� long line to be removed S15°55 50 WALK EE SLIGHTI EG ONLIT 3 — ' — — — — — — — — — — — — — — - — x PROPERTY LINEPOS 6 4.i 2 'c SHEET ( O O O o X X X o / r1 ® ® Q � � @@ O O ^ , O OO O O O O O O O PROPOSED MEETN TREE 1 0 O ^O�_ ` \/ 00 O APPROX.LOCATION LAWN 15 LIGHT POLE l v O O SEE CUT S�fE LOADING _ � ' © SILT FENCE AROUND ROPOSED CONSTRUCTION. LINNAORAL VET TM @0 0 (� ( s MIN.e FE E0 SEE DETAILS CEPT INVASIVE d O ED E F o CALIPER oARu R 1 © © / ©vIIM SIN OTHER NOXIDLIS 0 IDEW - - -------- ------- - - Op 00 0 0 00PLANTS O o - -- - "a NATURAL T�rrrr��Tir,-.�r��-r: -.�T ��T+r.r_��Ti��-.��— u�f1 !-- -- - -- -n -m u VEGETATION j r (\ /� '�--� ST -T'�� QJ EXISTING STREET TREE LAWN O LAWN � _ O O O APPROX.LOCATION I o -, LAWN 1 r cu IN.x" rznnn TPER r /0 L _ I LAWN ! I r----- �_ I '� c. 1--------- - ------ ----- - - D 15'LIGHT OO - - w v POLE © ( O I I 0 Q ( • ------ - ----- o o I x" O O f N �V/J�• u w l PAVED WALK -PAVED W K \ O CALIPER 5 M r o 15 N cu PROPOSED STREET TREE I APPROX.LOCATION ® @ %ALKWAY LIG G — — — — - O LAWN - 4 ON 3'POST.,£rE L J _ WALKWAY L HTI Z L J I ��---11 TO EDGE OF . SEPARA i F S WAL Y LIrL�NG ON 3 POST.S E , • I SIDEWALK ,5 LIGH7 r 3 POST.SEE L J SEPARATE C SHE 0 z I /)Y _ ________ _ AWN POLE ONLY, SEPARATE CUT SHEE LAWN LAWN@ .� Q ea LLINE INE AWNSEP FROMS LAWN LAWN 2 o i - 4 -- - -- _ NATURAL I o / Z ,r REBUILD AND V7IDEN I ° W X = VEGETATIOIe� O EXISTING CONCRETE "" _'"' - \,.! �° 0 WALKWAY LIGHTI I SIDEWALK r i ON 3'POST.SEE ..� n.s I SEPARATE CUT SH T (D I I o l o EXISTING STRErr TREE EXISTING STREET'THE LIN 1 I ISTING STREET TREE APPROX.LOCATIONAPPROX.LOCATION ON APPROX.LOCATION — — - 20 APPROX.LOCATION PROPOSED STREET'TREE e ge o pavement � APPROX.LOCATION _ PROPOSED STREET TREE PROPOSED STREET TREE Wells APPRROPDX. CATIONREE APPROX.LOCATION APPROX.LOCATION 20 (Wells Road) Avenue EXISTING TREE LEGEND PROPOSED PLANTING LEGEND SITE PLAN: LANDSCAPING BASED ON SURVEY BY: LANDSCAPE COVERAGE JOHN C. EHLERS LAND SURVEYOR BUILDING AREA : 13,195 SF ALL EXISTING TREES NOTED AND LOCATED ARESHRUB/ EVERGREEN BROAD LEAF G CALIPER OR LARGER. SCALE: 1� = 30, L IGH TING G EAST MAIN STREET RIVERHEAD, NY 11901 ��/��// DRIVEWAYS: 4,297 SF o OAK TREE IN VARIETY =X= I HOLLY, HETZ JAPANESE (5 TALL) 2 EA. �� 2� DATED : I 0-08-20 19 PARKING LOT: I 1,052 SF o "'��•`' 5CTM No. 1000-G 1-4-I / X 2 OZMANTHU5 'GULFTID ' I TOTAL IMPERMEABLE SURFACE: 32,05G 0 LOCUST TREE IN VARIETY E ( 0 TALL) 5 EA. PARCEL ZONED HAMLET BUSINESS HB TOTAL LANDSCAPE: G7,152 SF OCTa9,2021 ELEVATIONS REFERENCE NAVD '88 DATUM LANDSCAPE COVERAGE: G7.7% © CEDAR TREE IN VARIETY TREE DECIDUOUS AREA = 99,208 SF OR 2.28 ACRES © WALNUT TREE IN VARIETY 3 CHERRY YO5HINO (2 5' TALL) 3 EA. THESE PLANS ARE AN INSTRUMENT OF Q MAPLE TREE IN VARIETY 4 DOGWOOD KOU5A (30'TALL) 3 EA. SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL IRRIGATION CALCULATIONS BE PROSECUTED NOTE: ALL EXISTING TREES SHOWN ARE TO 5 HORNBEAM COLUMNAR (35' TALL) 2 EA. LANDSCAPE AREA: 28,47 I SF REMAIN 2022 ALL RIGHTS RESERVED ASSUME 30 ZONES AND I" DIA. PIPE. G REDBUD FOREST PANSY (25' TALL) 2 EA. RUN PER WEEK= 30 ZONES X 3 20 MIN = 1800 MIN WATERING TIME. PARKING LOT LANDSCAPE QV 7 ZELKOVA (50' - 80' TALL) 4 EA. CAPACITY @ 3OP5I W/ I" PIPE = 50 GPM MAX CALCULATION TREE EVERGREEN 1800 MIN X 50GPM = 90,000 GAUWEEK = 9 GPM....ALLOW 10 GPM 30 SPACES @ 10 SF PER SPACE= 300 SF LANDSCAPED AREA IN PAVED 8 ARBORVITAE GREEN GIANT (30'TALL) 29 EA. Robert I. Brown PARKING AREA. PROVIDED: STREET TREES Architect, P.C. (2)AREAS @ 1 5 1 SF + (1)AREA @ 247 SF = 549 SF EACH WITH MIN. 2"CALIPER TREE. 205 Bay Ave. Greenport NY 9 WILLOW OAK (50' TALL) 19 EA. inro@rlbrovmarchitect.com ALSO (I)AREA I I G SF WITH LAWN ONLY 631-477-9752 O O O @O O O O O O O O O IT IS A VIOLATION OF THE LAW FOR ANY PERSON, y — ' _ y_� — ' — 't— ' — ' — ' — ' — ' _ ' — ' — — ' — 1 — I — ' O UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON Q 1 0 THIS DRAWING IN ANY WAY.ANY AUTHORIZED ' 0 O O O ® © OO O ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Of W Ln i `1- Q it 0,BE FILLED. ® - O p SNOT TREES MUST , 0 V I BE R MOVED DUE TO Concretewa�k )If © Q O® I / / / // I CLIENT OWNER m I - hope / ° ° o I HARD CORNER • ! ! o I o - PARTNERS LLC I - -Z' 53530 MAIN ROAD �0 I / O © ©/ 3D 0 0 SOUTHOLD NY n O I � 971 )00 Rio X� - - � - I I I p O @ (D O - PROJECT TITLE MIXED USE Wells (Wells Road) Avenue DRAWING TITLE S I T E P L A N: TREES LARGER THAN BASED ON SURVEY BY: SITE PLAN JOHN C. EHLERS LAND SURVEYOR LANDSCAPING G EAST MAIN STREET RIVERHEAD, NY 1 1901 '�� LIGHTING Sao — 30 6" CALIPER AND OBSERVATIONS BY CREATIVE ////2/ ENVIRONMENTAL DESIGN �/ / DATE SCALE X INDICATES TREES TO BE REMOVED December 19,Roza 1i'=30' DUE TO CONSTRUCTION RECEIVED DRAWING NO. i INDICATES TREES TO BE IAN 9 2023 MOVED DUE TO CHANGE IN -- GRADE Planning Board Building ISSUES/REVISIONS I I I I I I I I SUMMARY: I I I A. EXCAVATION SOIL BY BUILDING N DRIVEWAY (Right of Way) Land Now Fr former) of: E5teve5 Holden Cor 1. RESIDENTIAL BUILDINGS = 1,330 CY y 9 p I I I d rlvewa 2. MIXED USE BUILDING = 1,25G CY —� k S15. I 55 50 k PROPERTY LINE I 64.12' I I TOTAL EXCAVATION = 2,58G CY B. FILL AREAS BY 100 FT SEGMENTS I V 0-► NO FILL 1-2 NO FILL FIN FLOOR EL. U 2-3 NO FILL 2G.5' 3-4 ADD 370 CY ; I p I ( I I 4-5 ADD 2,222 CY BUILDING 5-G ADD 370 CY WIN G-7 NO FILL N MIXED USE BUILDINIG i 4� TOTAL ADD/REDISTRIBUTE = 2,9G2 CY NET COMMERCIAL UNITS ON — , — , — , — — VOLUME . ��-------- ------------------------------� � / r : � � � , � � � � � , � � � : � � � � O IRST FLOOR I I - I /" i i ' — : -+ —� , -� ' " RESULT: NEED APPROX. 100 CY FILL TO COMPLETE I I �' ' 00 THIS PROJECT AFFORDABLE APARTIV'IENTS; J I dj z zY ON SECOND FLOOR I 1 EAS.irt® B L D� / / I , I 4J BASED ON SURVEY BY: _ ' I - -----rl��------T----�� JOHN C. F -- I r-----�r3 ---------- I-------- -------r--- ,----------=--------G EAST MAIN STREET RIVERHEAD NY I 1901 O C, DATED : 10-08-2019 LIJ I ► I I I I , I I I SCTM No. 1000-G I-4-I r'�I I I ® © I I I I I I I ____ rd oN �-I /, I PARCEL ZONED HAMLET BUSINESS HB I I f `� I I / I �� ('-� O �^^ �11 Q! ELEVATIONS REFERENCE NAVD '88 DATUM 5 (� I I I r , ( ----' -- I L IJ I W AREA = 99,208 SF OR 2.28 ACRES ,r� 1 ( I I I/ / I r / r 1 I ti------------------r � L J L J INDICATES EXISTING CONTOUR LINE z I , I C C I hole 2. - 4 INDICATES PROPOSED CONTOUR LINE .J I led I PERTY LINE �ow EDGE OF PAVEMENT I "' I POSED �'' I �tK I , ( CONgRETE CONCRETPy S1D ALK \EDGE OF PAVEMENT " I SIDEWALK I I I I (Wells Road) AV ue I2201Z Well S 20 3 5 6 7 SITE PLAN: CUT AND F I L L SCALE: 1" = 30' /// o��o' 18'-0"MAX• C.to C. a m LL � � � � � � � /� �• �`~' �MIN• 1 Story / } 0 BuildingO`� OCT 29,zozi O �� THESE PLANS ARE AN INSTRUMENT OF O RR W h t o f Way) PERSPECTIVE VIEW SERVICE AND ARE THE PROPERTY OF THE driv Jvb• Land Now or Formerly of: Esteves Holding Corp, driveway ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED ' sonry wall— a on e x 6 6 4. 12' 2022 ALL RIGHTS RESERVED - 36" MINIMUM 2 x 2 FENCE POST - i i � WOVEN WIRE FENCE (6x6 - 10/10 WWF) z Robert I. Brown FILTER CLOTH o Architect, P.C. // O� �oP Zo Bay Ave. Green port NY OI C ILE Rf _ I `� �--� co 20 d- inro@ribrownarchitect.com - i I @ N � CJ I I / r----1---- ---- ----� ---- --- ------�----� I Q EMBED FILTER CLOTH C'RAQE 631-477-975Z 5 I ----, -----� CJ /� I i i i r--- , ------L-- _-f------� --- I I I _ MIN. 6" INTO GROUNDX Z N / I - I I J I I I ----i i---- r 0 i I 1 I O /' I I I � V � O `'"- 4 � TT IS A VIOLATION OF THE LAW FOR ANY PERSON, U W I I I I I I I I I I I I I I I 15 UNLESS ACTING UNDER THE DIRECTION OF A 00 I ---- I "1 1 /, I I ---- I I I N o ^ i Z---� `/ I I I I I -- J NOTE: LICENTHISDSED ARCHI`17ECI�TO ALTER ANY rrEM ON RAWINGINANYW Y.ANY AUTHORIZED concr a wa N --J I I I —' MAXIMUM DRAINAGE AREA N I I I 18'X 18'X 'D / � L__J L_ _J L__ � ALTERATION MUST BE NOTED,SEALED,AND I I I c L A� I - -- _f----J L--J I 1/2 ACRE / 100 LINEAR FEET DESCRIBED IN ACCORDANCE WITH THE LAW. CONCRETE ASHOUT r PROVID GEOTEXTILE FABRIC - 1 PROVIDE GEOTEXTI FABRIC - VIDE GEOT ILE FABRIC PR GEO E FABRIC PROVIDE GEOTEXTILE FAB 2 2 O I� 1 OVER SOIL.TOP WI THICK CONTAINER.SEE / /// OVER 5ClU—T_OII WITH G"THICK OVER SOIL.-OP WITH ILK _j OVER OIL.TOP WITH G"T � N I N 'n o VERSE IL.TOP E GRAVEL DETAIL I OVER SOIL.TOP WITH G"THICK COURSE AGGREGATE GRAVEL COURSE AGGREG GRAVEL U)— U �1 COURSE AGG GATE GRAVEL SOIL COU E AGGREGATE G EL O _ I - - / STOCKPILE U SECTION DETAIL -:r_a - I IGON5TRU N ENTRANCE-0 zJ1 I / n JCTION ENTRANCE TO CONS I F ENTRANCE TO CONSTRUCTION ENTRANCE TO L ,(-, CONSTRUCTIO ENTRANCE TO AREA �T" � ` {r 15 WN FROM PROPS TY FI SLOPE DOWN FROM PROPERTY SL DOWN FROM PROPERTY SLOPE DOWN FROM PROPERTY O w �' SLOPE DOWN OM PROP TY r � '(I.B�• z I I LINE AT A SLOPE OF 5:1 LINE AT A SLOPE OF 5• LINE AT A SLOPE OF 5:1 E AT A SLOPE OF 5:I / LINE AT A SLOPE OF 5:I O ———— CONCRETE WASHOUT CON ZO SOIL r' ' — ' — ' — ' — ' — — ' 0 SILT FENCE DETAILS / /STOC LE 3 "X 30'X 15°PREFAB I- C) Z '^ TNCRETE WASHOUT CONTAINER L ' — - O �-+J 4 O ARE O SCALE:NITS .. i _ c9 C) N 00 D' m �— ! m v- 5fl" MIN. (?O' FOR 1 r ? FAM/tY HGMES) �` I conlsTRucr cE To KNEEL {SASH AREA (IF R;.O DJ SLOPE OF EXISTING r F- . _ GRADE TO PROPERTY LINE f 71 . 78 SILT FEtJCE (S£E S/L T ed o pavemente o avemen FENCE DET,srC) CON STRU C N P CONCRETE WA5LOUTACONTAINER Well s ENTIV-1NCE CLIENT OWNER 2 (Wells Road) `t 2 0 Z Ave HARD CORNER l�RO. RrY L/N PARTNERS LLC 's• �. ; . , a&UWACE 53530 MAIN ROAD - FULL W'DTH SOUTHOLD NY 11 1 BASED ON SURVEY BY: 1% —RAMP - FULL wrDrH 97 S I T E P LAN: CONSTRUCTION ENTRY, JOHN C. FREERS LAND SURVEYOR OF ENTRY G EAST MAIN STREET RIVERHEAD, NY 11901 / ///z/ +++I �� ?O /A/I'J1MUM WDTH PROJECT TITLE CONCRETE WASHOUT AND SOIL STOCKPILE DATED : No.0I000-GI 4-I / ��` sj SCALE: 1" = 30' PARCEL ZONED REFERENCE USIN'5 DATUM STOCKPILE ENTRANCE TO BE +++++ 0- STD. CURR LOCATED ON UPSLOPE MIXED USE —° GRAVEL_CONSTRUCTION _ENTRANCE AREA = 99,208 SF OR 2.28 ACRES CONCRETE WASHOUT INDICATES EXISTING CONTOUR LINE SIGN COMPACTED BERM E I D DRAWING TITLE 3' SEPARATION (MIN.) REC--- - -- SITE PLAN [JA N 5 2023 CUT AND FILL PERIMETER CONTROL Southold Town CONSTRUCTION ENTRY ETC. PROVIDE OVER SOIL. SILT FENCE Planning Board EROSION/SEDIMENT CONTROL FABRIC OVER SOIL. - - TOP WITH G"THICK DATE SCALE COURSE AGGREGATE STABILIZE December>9,aoza �"=30' 2%5wrE DOWN To nT GRAV Ll COMPACTED BERM WITH LINER KEYED UNDERNEATH DRAWING NO. MAX b — c_. :_ ACCESS DRIVE A5 F —ll MAX ,._ CONSTRUCTION ENTRY = 4I I—`i I 1=11=I I S11 I' LINER MIL POLYETHYLENE LINER UNDISTURBED OR CONCRETE WASHOUT SECTION COMPACTED SOIL W5 CONCRETE WASHOUT PLAN PERIMETER CONTROL FENCE SOIL STOCKPILE PLAN 501L STOCKPILE ELEVATION NTS NT5 ISSUES/REVISIONS Building Building DRIVEWAY (Right of Way) Land Now or Formerly of: Esteves Holding Corp. DRIVEWAY (Right of Way) Land Now or Formerly of: Esteves Holding Corp. S15°55 50 E k S15°55 50 E k k 1 I 1 ---------T-------------------, ----, FIN FLOOR EL. 26.5 FIN FLOOR EL. I i i 26.5' i C)' I G u I I 1 I 1 I F Zy ! N z u1 I I I NOTE: A F31----- I I I L__-- N �3 NOTE: A s------- CURBS TO r----� _ • z I I I I I z �" CURBS TO r-----r 1 I I I "MOUNTABLE I I E E y I i ! i "MOUNTABLE" I ___ -r--------------r—_.---_� I I 1 r---- I ! I 1 Lij 0 O J I cy i Z, r—f---- 1 I L J L---- I I r""1 ° I I �1 r-• I I L J L---- z ;--------------------r h I I I ; 1 1 I I I I I I - - 0 W 10 W _ (Wells Road) � __ .- �" ' (Wells Road) Wells -- Wells S I T E P L A N: TRUCK TURNING SITE PLAN: TRUCK TURNING OCT 29,2021 SCALE: ><" = 30' ENTRY FROM NORTH ''�'//// S_i' = 3°' ENTRY FROM NORTH ''�'/// /� o S zo ' ' ' THESE PLANS ARE AN INSTRUMENT OF MAX. TRUCK SIZE 35 X 8 MAX. TRUCK SIZE 35 X 8 SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Building Robert I. Brown Building Architect, P.C. SWAY (Right of Way) land Now or Formerly of: E Zo5 Bay Ave. Greenport NYsteves Holding Corp. Info@ribrownarchitect.com S15°55 50 E DRIVEWAY (Right of Way) Land Now or Formerly of: Esteves Holding Corp. 631'477'9752 k k k S15°55 50 E k I I FIN FLOOR EL. j I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 2G.5' r---------T—----------------,--------, UNLESS ACTING UNDER THE DIRECTION OF A I I I 1 FIN FLOOR EL. 1 j LICENSED ARCHITECT,TO ALTER ANY ITEM ON 2G.5' THIS DRAWING IN ANYWAY.ANY AUTHORIZED i i i 1 ALTERATION MUST BE NOTED,SEALED,AND I 1 O ' -_---- I ; ; ; ; DESCRIBED IN ACCORDANCE WITH THE LAW. i -----------I iJ 1 1 I I I 1 1 1 1 NOTE: A F3f------ LI1 m ------ o u� i i i i L____ r• 1 i i i (�- ¢,y y z � I I I I CURBS TO r-----r Z f Z I I MOUNTABLE NOTE: A 1�f wI I I i---- "• CURBS TO r---- -r L----i I z I 1 " I I ti __________� 1 I • ;-L---------=--------1-, MOUNTABLE I ----- V J O I __ I j I • = I I I � i �� _ \ tip,/ Ld w 1 N O L J •ri f L J L---- CLIENT/OWNER ti--------------------� • i i � z ?----------------� HARD CORNER ------ PARTNERS LLC I 1 1 I 53530 MAIN ROAD SOUTHOLD, NY ug71 10 W 1 O W � PROJECT TITLE Road)d) MIXED USE -- - Wells �° (Wells Road) Wells DRAWING TITLE SITE PLAN S I T E P L A N: TRUCK TURNING SITE PLAN: TRUCK TUNING CUT AND FILL SCALE: 1" - 30' ENTRY FROM NORTH SCALE: i" - o' 11 A//y'v'7)— 3 DATE SCALE Aug MAX. TRUCK SIZE 35 X 8 ENTRY FROM NORTH ////� DATE 2022 1'= L MAX. TRUCK SIZE 35 X 8 DRAWING NO. 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Brown Architect, P.C. Zo Bay Ave. Greenport NY in o@rlbrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, qj UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 1. .,.. i.. .:, •:• -r� . . r- a ..c r:.. ��. € .=. :•: ip �, 4 1� r ■ 1. * LRQ ., c4 -■ _,, - - l� � `q.1• Nl, ■ g.., 4 _ T 0 CD :��•. � (�is 1 " CLIENT/OWNER 1� 5i K HARD CORNER _ PARTNERS LLC _ Y - �► _ 5353o MAIN ROAD J SOUTHOLD, NY 11 71 ,4 ..t �41ef{' � �`�`-•`,.i, ,�� may` 9 � .* . PROJECT TITLE Ln � In ,. �.�. MIXED USE DRAWING TITLE SITE; PLAN LIGHTING STUDY 1 DATE SCALE Aug 10,2022 r'=30' DRAWING NO. RECEIVE JAN 9 2023 Southold Town Planning Board _ - ----- - - --Calculation Summary Expanded Luminaire Location Summary PLOT TO 22"X34"PA E ISSUES/REVISIONS Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type Grid Z BIdg2 Drive Illuminance Fc 0.03 0.2 0.0 N.A. N.A. Readings taken @ Y-O"AFG 10 10 Horizontal 0 LumNo TagX Y MTG HT orient Tilt BIdg2 walkway Illuminance Fc 1.24 2.7 0.3 4.13 9.00 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 2 B 9799.369 -577 17.5 90 0 2 _ B 9799.369 -5774..136 136 17.5 270 0 BIdg3 Drive Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Readings taken @ U-0"AFG 10 10 Horizontal 0 3 C 9808.829 -5709.192 17.5 270 0 s 3 - BIdg3 walkway Illuminance Fc 0.59 2.1 0.0 N.A. N.A. Readings taken @ U-0"AFG 4 4 Horizontal 0 4 E 9663.152 -5693.255 3.5 270 0 s s �1 a �3�= :�$g { ;{ 3 BIdg4 Drive Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 5 E 9665.73 -5702.102 3.5 0 0 a=e g g£' BLED 5-42Y S BLEDS-42Y Bid 4 walkwayIlluminance Fc 1.36 2.9 0.5 2.72 5.80 Readings taken U-0"AFG 4 4 Horizontal 0 6- E 9665.644 -5713.512 3.5 0 0 -" - 7 E 9665.729 -5725.267 3.5 0 0 g I:o f 4 s i_ Bldg5 Drive Illuminance Fc 0.03 0.2 0.0 N.A. N.A. Readings taken @ U-0"AFG 10 10 Horizontal 0 • •_ g -- ------. 8 E 9665.73 -5737.021 3.5 0 0 ��g£' a n s - BIdgS walkway Illuminance Fc 1.34 3.1 0.2 6.70 15.50 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 g E 9674.084 -5699.305 3.5 90 0 `�a•t 1 s i. Technical Specifications(continued) s s s o o € Project: Type: Landscape Illuminance Fc 0.02 0.1 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 18 E 9671.226 -5742.927 3.5 0 0 r'._a9 t:fio Construction Other Electrical m MH U11h; Landscape 5 Illuminance Fc 0.33 0.5 0.2 1.65 2.50 Readings taken @ 0'-0"AFG 10 10 Horizontal 0 20 E 9664.329 -5757.474 3.5 90 0 g t m j o f e:g Finish: Warranty: Driver: --- 21 E 9671.222 -5757.642 3.5 0 0 #$ 5 a e' Formulated for high durability and long-lasting RAB warrants that our LED products will be free Multi-chip 5W high output long Ida LED Driver Landsca e 1 Illuminance Fc 0.14 - p _ 2 3 0.0 N.A. N.A. Readings taken @ 0'0"AFG 10 10 Horizontal 0 -- ----- - s�a`e� 's_�cur a Prepared By Date: color from defects in materials and workmanship fora Constant Current,Class 11,120v-24ov,50/60 Hz, Landsca e_2 Illuminance Fc 0.09 0.2 0.0 N.A. N.A. Readings taken U-0"AFG 10 10 Horizontal 0 22 E 9679.933 -5773.813 3.5 90 O R=3 m 3 =£z;s P g @ i a a 5 ;a o=§ Anchor Bolt period of five(5)years from the date of delivery 400mA - 23 E 9687.835 -5774.407 3.5 0 _ 0 to the end user,including coverage of light Landscape_3 Illuminance Fc 0.27 1.6 0.0 N.A. N.A. Readings taken @ U-0"AFG 10 10 Horizontal 0 24 E 9687.539 -5786.622 3.5 0 0 a o =f The anchor bolts for the BLED's have the output,color stability,driver performance and --- -- k�o=s �j�:e= following dimensions 1f2-13 x 12 114"long fixture finish.RAB's warranty is subject to all Landscape_4 Illuminance Fc 0.01 1.2 0.0 N.A. N.A. Readings taken @ U-0"AFG 10 10 Horizontal 0 25 E 9687.242 -5798.911 3.5 0 0 's I a s 3-�'a -- €3;a< ;3 3 a with 2 3/4"hook.Available online in pdf file. terms and conditions found at Offsite Illuminance Fc 0.00 0.04 0.00 N.A. N.A. Readings taken @ U-0"AFG 10 10 Horizontal 0 26 E 9687.613 -5811.051 3.5 0 0 I m ;o g Driver Info LED Info raWightina.comlwarranty --- q 3-`3 3 Green Technology: Parking Lot Illuminance Fc 1.39 4.6 0.1 13.90 46.00 Readings taken @ U-0"AFG 10 10 Horizontal 0 27 E 9687.539 -5825.119 3.5 0 0 o $ �; Type Constant Current wars Sw Equivalency: s r;° _ - yP Mercu and UV free.RoHS-compliant 28 E 9726.87 -5777.174 3.5 180 0 '3°e 120V 0.to Color Temp 3000K(Wane) components. Equivalent to 13W CFL or 60W Incandescent Property Line Illuminance Fc 0.01 0.04 0.00 N.A. N.A. Readings taken @ U-0"AFG 10 N.A. Horizontal N.A. -- s'j a 3 --- - 29 E 9726.981 -5789.634 3.5 180 0 a' zoav o.osA Color Accuracy 87 CRI - --- ROW Line Illuminance Fc 0.01 0.04 0.00 N.A. N.A. Readings taken 0'-0"AFG 10 N A. Horizontal N.A. - - g E`as Buy American Act Compliance: -. _ _- g @ 30 E 9726.981_ -5803.748 3.5 180 0 Professional Grade LED Bollards compliment any pathway or landscape design. 240V O.05A L70 Lifespan 100,000 Hours -- RAB values USA manufacturing!Upon request, m Low profile SW Square LED comes in Cool,Warm and Neutral color temperatures. 277V Walkway Illuminance Fc 1.68 4.9 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 4 4 Horizontal 0 31 E 9726.908 -5817.271 3.5 180 0 _ P q P N/A Lumens 128 RAB may be able to manufacture this product to - Bollards come in 18,36 and 42"versions 32 E 9726.981 -5830.479 3.5 180 0 m Input Watts 5.2W Efficacy 24.6 Im/W be compliant with the Buy American Act(BAA). LEI quotes/orders generated from this layout must be forwarded to the Local Rep Agency _ 33 E 9735.058 -5774.225 3.5 90 0 o D = Color Bronze Weight:11.8 Ibs Please contact customer service to request a Eroject:Parking Lot 34 E 9663.716 -5827.385 3.5 270 0 in m quote for the product to be made BAA n compliant. InQty T g La all Arr Lum.Lumens Arr.Lum.Lumens LLF Description BUG Lum. Arr. Total 35 E 9678.698 -5832.726 3.5 90 0 o 0 rn Rating Watts Watts Watts 37 E 9699.443 -5832.844 3.5 90 0 a - -- 38 E 9715.244 -5832.844 3.5 90 0 . � Technical Specifications Dimensions Features 1 C ALED3T5OY-SS-B Single 6139 6139 1.000 ALED3T5OY+ALED150SS(BACK SIDE SHIELD B1-U0-G2 54.5 54.5 54.5 - -_---- S ---- -- --____.._-__ 39 E 9743.212 -5738.818 3.5 180 0 sD 12,51 High output LED 1 B ALED3T50Y x 2 @ 180' Back-Back 6377 12754 1.000 ALED3T50Y Pole Mounted,T e III 61-UO-G2 53.5 107 107 a S Compliance Lumen Maintenance: Mounting: _ ( Type ) 40 E 9743.241 -5750.806 3.5 180 0 u, F b - - 100,000-hour life ® � o n UL Listed: The LED will deliver 70%of its initial lumens at 42"Bollard �. 45 E 9746.834 -5753.263 3.5 249.652 0 m N8 100,000 hours of operation 5' Superior heat sinking with die cast aluminum housing N D s Suitable for wet locations Cold Weather Starting: ' 46 E 9685.609 -5699.305 3.5 90 0 m / a N Color Consistency: I Meets ADA Requirements Luminaire Schedule 47 E 9697.133 -5699.305 3.5 90 0 m S IESNA LM 79&IESNA LM 80 Testing: Minimum starting temperature is 40°C(40°F) n T a 3-step MacAdam Ellipse binning to achieve -"- -- - 48 E 9708.658 -5699.305 3.5 90 023 RAB LED luminaires and LED components have Maximum Ambient Temperature: consistent fixture-to-fixture color Project:Project 1 _-- 49 E 9720.182 -5699.305 3.5 90 Q 6 been tested by an independent laboratory in Suitable for use in up to 40'C If 04°F) s -_- - --""-_-- ---- 3_ accordance with IESNA LM-79 and LM-80. Color Stability: Sym city Tag Label Arr Lum.Lumens Arr.Lum.Lumens LLF Description Lum.Watts Arr.Watts Total Watts BUG Rating y ( Gaskets: 50 E 9731.619 -5706.734 3.6 90 0 • Dau rementsotor theeDA s Fixwre Seal of Year than 20 Kin col is mperatur[o shift no -- - _ LED color 4 D WPLEDSY Single 128 128 1.000 WPLED5Y(Wall Mounted) 5.3 5.3 21.2 BO-UI-GO _ 54 E 9737.619 -5706.734 3.5 180 0 p Conforms to allows for conformance to)the more than 200K in color temperature over a 5 High-temperature stlicone 057- 52 E BLED5 42Y Single 128 128 1.000 BLEDS-42Y(3.5ft tall Bollard) 5.3 5.3 275.6 BO-U1-GO 55 E 9737.558 -5721.514 3.5 180 0 ,� 56 E 9737.517 -5733.868 3.5 180 0 Approval"as of March 1,2016. Color Uniformity: 57 E 9950.753 -5834.165 3.5 180 0 m Performance RAB's range of Correlated Color Temperature Total Lumens = 12754+ 6139+128x56 = 26,061 - a follows the guidelines of the American National 58 E 10079.884 -5836.612 3.5 0 0 o Lifespan: Standard for Specifications for the ChromaticityLL 59 E 10137.155 -5837.471 3.5 180 0 m m m ^ 100,000-Hour LED lifespan based on IES LM-80 of Solid State Lighting(SSL)Products,ANSI ;z 60 E 10230.42 -5838.835 3.5 180 0 o m= m mresults and TM-21 calculations C78.377-2017. NOTES: 61 E 9953.918 -5802.825 3.5 270 0 v m a o LED Characteristics Construction `The light loss factor(LLF)is a product of many variables,only lamp lumen depreciation(LLD) 62 E 9965.895 -5802.825 3.5 270 0 3 F z has been applied to the calculated results unless otherwise noted.The LLD is the result(quotient) m { m Color Temperature: Housing: 64 E 10061.976 -5810.761 3.5 270 0 -of mean lumens/initial lumens per lamp manufacturers'specifications. 3000K Precision die-cast aluminum housing,lens frame 66 E 10156.999 -5800.052 3.5 270 0 R `Illumination values shown(in footcandles)are the predicted results for planes of calculation 67 E 10233.723 -0811.235 3.5 270 0 either horizontal,vertical or inclined as designated in the calculation summary.Meter orientation is normal to the Wane of calculation. 68 E 10245.628 -5811.055 3.5 270 0 PROPOSED POLES TO BE MOUNTED 69 D 10256.63 -5803.84 8 270 0 'The calculated results of this lighting simulation represent an anticipated prediction d system ON 30"TALL CONCRETE BASE. performance.Actual measured results may vary from the anticipated performance and are subject 70 D 10163.198 -5792.837 8 270 0 0 >� v BASE TO BE DESIGNED BY OTHERS. ALED3T50Y N ALED150SS 3 to means and methods which are beyond the control of RAB Lighting Inc. 71 D 10054.478 -5803.747 8 270 0 a 'Mounting height determination is job site specific,our lighting simulations assume a mounting 72 D 9976.082 : 7 66.0$1 8 270 0 ro mn height(insertion point of the luminaire symbol)to be taken at the top of the symbol for ceiling oo L . _ mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. 73 E 9745.45 -6711.827 3.5 270 0 2'o-4 74 E 9757.45 -5711.827 3.5 270 0 o E s Project: Type: Project: Type: 'It is the Owners responsibility to confirm the suitability of the existing or proposed poles and bases a m- o to support the proposed fixtures,based n the weight and EPA of the proposed fixtures and the owners 76 E 9744.855 -5774.171 3.5 0 0 Ti I PS4-11-15D2 a-D,� site soil conditions and wind zone.It is recommended that a professional engineer licensed to practice 77 E 9671.446 -5769.431 3.5 0 0 to` $w in the state the site is located be engaged to assist in this determination. _ o.6 m o >> 78 E 9744.786 -5786.493 3.5 0 0 m 'The landscape material shown hereon is conceptual,and is not intended to be an accurate I P Y P Y 79 E 9750.803 -5765.114 3.5 180 0 Prepared B Date: Prepared B Date: representation of any particular plarrt,shrub,bush,or tree,as these materials are living objects, --- - Total Quantity:59 The actual illumination values measured in the field will vary. z Photometric model elements such as buildings,rooms,Wants,furnishings or any architectural details which impact the dispersion of light must be detailed by the customer documents for inclusion W7 � in the RAB lighting design model.RAB is not responsible for any inaccuracies caused by incomplete - _ A - Driver Info LED Info information on the part of the customer,and reserves the right to use best judgement when translating BLE D5-42Y Type Constant Current Watts 50W customer requests into photometric studies. ALEWT50Y-SS-B ALED3T50Y x 2 @ 180°VVPLED5Y 120V 0.46A Color Temp 3000K(Warts) OCT 29, 20271 'RAB Lighting Inc,luminaire and product designs are protected under U.S.and International intellectual - 208V 0.27A Color Accuracy 71 CRI - property laws.Patents issued or pending apply. Coln Bronze Weight:32.0 Ibs 240V 0.23A L70 Lifespan 100,000 Hours Weight:0.0 Ibs MAR.10,2021 277V 020A Lumens 6,500 Input Watts 54.6W Efficacy 1191m/W WPLEDSY < 3 WPLEDSY ;{ 3 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE Technical Specifications Technical Specifications ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED Technical Specifications(continued) Compliance Construction Housing: Other Project: Type: 2022 ALL RIGHTS RESERVED LED Characteristics Color Stability: Surge Protection: UL Listed: IES Classification: Die-cast aluminum housing,lens frame and Buy American Ad Compliance: Suitable for wet locations as a downli ht The Type III distribution is ideal for roadway, mounting arm RAB values USA manufacturing!Upon request, LEDs: LED color temperature is warrantied to shift no 1 KV 9 YP Y, 9� Po more than 200K in color temperature over a 5- DLC Listed: general parking and other area lighting Mounting: RAB may be able to manufacture this product to 5W,high-output,long4de LED year period applications where a larger pool of lighting is be compliant with the Buy American Act(BAA). ( Prepared B Date: Y P Universal mounting arm compatible for hole P y Color Temperature: This product is on the Design Lights Consortium required.It is intended to be located near the spacing patterns from 1"to 5 12"cents to Please contact customer service to request a Color Uniformity: (DLC)Qualified Products List and is eligible for side of the area,allowing the light to project quote for the product to be made BAA 3000K rebates from DLC Member Utilities. outward and fill the area. center.Round Pole Adaptor to inducted as a compliant RAB's range of Correlated Color Temperature standard.Easy slide and lock to mount fixture Color Consistency: follows the guidelines of the American National DLC Product Code:P0000178T I Rating: with ease.Round pole diameter must be>4"to Standard for Specifications for the Chromaticity IESNA LM-79&IESNA LM-80 Testis mount fixtures at 90°orientation. 3-step MacAdam Ellipse binning to achieve g' Ingress protection g consistent fixture-to-fixture color of Solid Stale Lighting(SSL)Products,ANSI a p tedion ratio of IP66 for dust and Robert 1. Brown Driver Info LED Info C78.377-2017. RAB LED luminaires and LED components have water Reflector: Dimensions been tested by an independent laboratory in Type Constant Current Watts SW Electrical Ambient Temperature: Specularwacuum-metallized polycarbonate accordance with IESNA LM-79 and LM-80. Architect, P.C. 208V 0.18A Color Temp 88 CRI(Warm) Drivers: Dark Sky Conformance: Suitable for use in up to 40°C(104°F) Gaskets: 240V 0.18A Color Accuracy 9E CRI Cold Weather Starting: High-temperature silicone gaskets LED SW Wall pads.patent-pending thermal management system.100,000 hour 240V 0.18A L70 Lifespan 100,000 Hours Constant cures[,Class 2,100-240VAC,50-60 Conforms to{allows for conformance to)the g� 1� p 7��J L70 lifes an.5-year,no-com remise warranty. Hz,0.18 Amps. requirements for the IDA's"Fixture Seal of Minimum starting temperature is-40'C(-40'F) 20 Bay Ave. Greenport 1 V 1 P Y P tY 277V N/A Lumens 128 Approval"as of March 1,2016. Bay Color:Bronze Weight:2.0lbs Input Watts 5.3W Efficacy 24.21m/W Thermal Management: into@ribr,ownarchitect.com Performance Superior thermal management design with L �7�7_97 Dimensions Features 631-4/ / 7/S2 Lifespan: external Air-Flow fins provides maximum -�� High performance LED light engine operational life,even in high ambient 100,000-Hour LED Iifespan based on IES LM-80 temperature environments m, - Maintains 70%of initial lumens at I00,000.hours results and TM-21 calculations Weatherproof high temperature silicone gaskets Technical Specifications � -\ `\ Superior heat sinking with die cast aluminum housing and external IT IS A VIOLATION OF THE LAW FOR ANY PERSON, Compliance Cold Weather Starting: Other fins UNLESS ACTING UNDER THE DIRECTION OF A UL Listed: Minimum startingtemperature is-40'C -40°F Replaces 13W CFL or 60W Incandescent P ( ) Patents: S' I LICENSED ARCHITECT,TO ALTER ANY ITEM ON 2 1 im 100 up to 240 Volts THIS DRAWING IN ANY WAY. ANY AUTHORIZED Suitable for wet locations in drNnlighl position Housing: The WPLED design is protected by patents � =- - onl.Suitable for mounting within 1.2m Oft of _ -- 5-Year,No-Compromise Warranty >� >� Y 9 ( ) Precision die-cast aluminum housing and pending in the U.S.,Canada,China,Taiwan and ALED3T50Y { 3 AL E D 1 50 S S ALTERATION MUST BE NOTED,SEALED,AND the ground, mounting plate.1 1/2"badbox with three 12" Mexico. -_- DESCRIBED IN ACCORDANCE WITH THE LAW. IESNA LM-79&IESNA LM-30 Testing: conduit entry points. Warranty: RAB LED luminaires and LED components have Gaskets: - I p RAB warrants that our LED products will be free been tested by an independent laboratory in High-temperature silicone gaskets from defects in materials and workmanship fora _- -.- - Technical Specifications(continued) 14.t86 accordance with IESNA LM-79 and LM-80. period of five(5)years from the date of delivery .00D i�.W 750 Finish: to the end user,including coverage of light Construction Color Uniformity: BAA Compliance: Performance Formulated for high durability and long-lasting output,color stability,driver performance and - - EPA: RAB's range of Correlated Color Temperature Click hgm BAA compliance. -v I Lifespan: color fixture finish.RAB's warranty is subject to all r fellows the guidelines of the American National �( terms and conditions found at 1 Fixture:0.75 Warranty: 100,000.Hour LED Nfespan based on IES LM-80 Green Technolo 2 Fixtures at 90°:1.2 Standard for Specifications for the Chromaticity 9y r�yltino-com/warranN of Solid State Lighting results and TM-21 calculations g g(SSL)Products,ANSI RAB warrants that our LED products will be free Menu and UV free.RoHS-con liant 2 Fixtures at 180°:2.4 '�' P Equivalency: C76.377-2017. from defects in materials and workmanship fora ' 3. Construction con onents. q y 3 Fixtures at 90°:2.4 rst 3.lerxno fb.tsncrso 4 P period of five(5)years from the date of delivery 0MOUND(2x) oaROUND(2x) ! Equivalent to 13W CFL or 60W Incandescent 4 Fixtures at 90°:1.8 Electrical .4za - IP Rating: to the end user,including coverage of light / Buy American Act Compliance: Finish: Driver: output,color stability,driver performance and raw Al l Ingress protection rating of IP65 for dust and fixture finish.RAB's warranty is subject to all water RAB values USA manufacturing!Upon request, Formulated for high durability and long-lasting Constant Current,Class 2,1400mA,100-277V, terms and conditions found at RAB may be able to manufacture this product to color 50-60Hz,O.SA,Power Factor 99% Ambient Temperature: rablighfing.com/warranty, be compliant with the Buy American Ad(BAA). Q�� Green Technology: THD: Suitable for use in up to 40°C(104°F) Please contact customer service to request a Equivalency: gpp• �� ---- Mercury and UV free.ROHS-compliant 6.1%at 120V,9.4%at 277V Equivalent to 200W Metal Halide quote for the product to be made BAA components.compliant. Pon Power Factor: guy American Ad Compliance: LED Characteristics 99.6%at 120V,96%at 277V RAB values USA manufacturing!Upon request, CLIENT/OWNER LEDs: Surge Protection: RAB may be able to manufacture this product to >� , )) Multi-chip,high-output,long-life LEDs be compliant with the Buy American Act(BAA). PS4-11-15D2 j 3 PS4-11-15D2 ,< ') 6kV surge suppression protection tested in R250 Please contact customer service to request a 4 Color Consistency: accordance with IEEE/ANSI C62.41.2. f r�I ,9..� �00� HARD CORNER quote for the product to be made BAA --- --�- 3-step Mackdam Ellipse binning to achieve Other compliant. Technical Specifications(continued) consistent fixture-to-fixture color PARTNERS LLC Patents: Optical Project: Type: Color Stability: Construction Pre-Shipped Anchor Bolts: Other The ALEDTM design C protected by patents BUG Rating: PP LED color temperature is wartantied to shift no pending in the U.S.,Canada,China,Taiwan and Anchor Bolt: Bolts can be pre-shipped upon request for Terms of Sale: more than 200K in color temperature over a 5- Mexico. BO UO Gt year PeriDd ALED3T50Y ,{ ,�. 53530 D additional freight charge SOUTHC LD, NY 119'71 Galvanized anchor bolts and galvanized Pole Terms of Sale is available online. I Prepared By: Date: hardware and anchor bolt template.All bolts Max EPA's/Max Weights: have a 3"hook. Buy American Act Compliance: 70MPH 12.4 ft.l450lb. RAB values USA manufacturing!Upon request, Dimensions Features Anchor Bolt Templates: BOMPH 12.5 ft./4401b. g P q Ordering Matrix RAB may be able to manufacture this product to 90MPH 9.0 ft.l4401b. 66%energy cost savings vs.HID WARNING Template must be printed on 11"x be compliant with the Buy American Ad(BAA). Family Optics Wattage Mounting Color Temp Finish Driver Options Options Other Options PROJECT TITLE 1 OOMPH 6.6 ft./440 lb. 100,000-hour LED lifes n 17"sheet for actual size.CHECK SCALE BEFORE Please contact customer service to request a T Pa 11 OMPH 4.8 ft./435 lb. USING.Templates shipped with anchor belts quote for the product to be made BAA o 5-Year,No-Compromise Warranty ALED 3T 50 Y and available online, 120MPH 3.4 ft./4351b. compliant 130MPH 2.3 ft./435 lb. 4T=Type 50=50W Blank=Pole Blank=5000K Blank= Blank=120-277V Blank=No Option Blank= 140MPH 1.4 ft./430 lb. IV 78=78W mount (Cool) Bronze /480=480V /LC=Lightdoud® Standard - 150MPH 0.8 R/420 Ito 3T=Type 105=105W SF=Slipfitter N=4000K RG= BL=Bi-Level Controller USA=SAA MIXED U S E "-- III 125=125W (Neutral) Roadway Gray /010=0-10V /PCS=120V Swivel Compliant Square steel poles drilled fort Area Lights at 180°.Designed for ground mounting. 2T=Type 150=150W Y=3000K W=Mite Dimming Photocell Poles are stocked nationwide for quick shipment.Protective packaging ensures II (Warm) K=Black /480/D10=480V, /PCS2=277V poles arrive at the job site good as new. Dimensions Features ti - 0.10V Dimming Swivel Photocell /PCT=120-277V Color Bronze Weight:105.8 his Designed for ground mounting Twistlock Photocell Heavy duty TGIC polyester coating /PCS4=480V DRAWING TITLE Swivel Photocell Reinforced hand holes with grounding lug and removable cover for /PCT4=480V SITE PLAN easy wiring access Twistlock Photocell M/S2=Multi-Level Technical Specifications Pole caps,base covers&bolts are sold separately MoS4=Muon Sensor Level ft. LIGHTING STUDY 2 Custom manufactured for each application M/54=Multi-Level Motion Sensor 40 ft. Compliance Color. Shaft Size: t 5 CSA Listed: Bronze powder coating 4" Suitable for wet locations Height: Hand Hole Dimensions: Construction 15 FT 3"x 5" DATE SCALE Shaft: Weight: Bolt Circle: / Aug 10,2022 N/A 46,000 p.s.i.minimum yield. 106 lbs 8 112" tl18" Hand Holes: Gauge: Base Dimension: q•�., DRAWING NO. ------- Reinforced with grounding lug and removable 11 RE C__E__ I V E D cover Wall Thickness: Base Plates: 1/a" 7ii Slotted base plates 36,000 p.s.i. /�Shipping Protection: /yN 9 2023 All poles are shipped in individual corrugated Southold Town cartons to prevent finish damage 7 Planning Boar ISSUES/REVISIONS II II I I- - - - - - - - - - - - - -I I I I I I II I I II II II II II II OCT 29,2o2i II II THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL I I BE PROSECUTED CRAWL SPACE CRAWL SPACE 2022 ALL RIGHTS RESERVED II II II II II II Robert I. Brown Architect P.C. II II ' Zo5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 - - - - - - - - - - - - - - - I —r— IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED I I ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. F— LL— I - - - - - - - - - - - - - - -� CLIENT/OWNER I HARD CORNER - - - - - - - - - - - - � I PARTNERS LLC LL- — — — — — — 53530 MAIN ROAD SOUTHOLD, NY iig77i PROJECT TITLE FOUNDATION PLAN MIXED USE o s >.o DRAWING TITLE BUILDING i FOUNDATION PLAN DATE SCALE May 25,2022 06"_i d ` /C DRAWING NO. C I !! E D [JAN 2023A8 Southold Town Planning Board ISSUES/REVISIONS 1 UP I5'-1 1' 27-0• UP 47-10" G'-rr 27'_(Y — OCT 29,2021 13 7.3 GR055 sf UNIT 3 — — q RETAIL N N GIL POSSIBLE WET THESE PLANS ARE AN INSTRUMENT OF — — — RETAIL USE SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL — — — 129G.2 net sf BE PROSECUTED N 2022 ALL RIGHTS RESERVED N tD • UNIT 1 UNIT2 DRY RETAIL (� - DRY RETAIL Robert I. Brown v Architect, P.C. 1 ,803.3 GROSS S.F. 1 ,803.3 GR055 S.F. 205 Bay Ave. Greenport NY info@ribrownarchitect.com 1 ,744.2 NET 5.F. 1 ,744.2 NET S.F. 631-4.77-9752 7) G IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED t ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. / r CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY u9p FIRST FLOOR PLAN PROJECT TITLE \ 0 5 10 MIXED USE DRAWING TITLE BUILDING FIRST FLOOR PLAN DATE SCALE May 25,2022 3/16"=1'-d' DRAWING NO. RECEIVED JAN 5 2023 A %e Ef Southold Town Planning Board ISSUES/REVISIONS APARTMENT Z APARTMENT 3 8'-0• 0 A7-G• APARTMENT 12'-O ►/2• - — — m m \\3G'-8" >< -O BEDROOM STORAGE - 00 0 1 2'-2 1/2" 88 NET I p 5-0"2'-G" 5 F LE BEDROOM = STORAGE - - - - - - - - 94NET N 5 F m DOWN OCT 29,zoz> DOWN 12'-2 1/2" - THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE N ARCHITECT.INFRINGEMENTS WILL 9 5 3 g 5f 12 O" BE PROSECUTED 9-O' - i\ 2022 ALL RIGHTS RESERVED 599 net 5f 875 net 5f N KITCHEN m 19'-7" DEDROG M m STORAGE 5f NET Robert I. Brown 18, 7„ Architect, P.C. 5 20 Bay Ave. Greenport NY info@ribrownarchitect.com 0 8'-4 1/2• 631-477-9752 N LINU'r PG N IT IS A VIOLATION OF THE LAW FOR ANY PERSON, �M m UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANYAUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND m DESCRIBED IN ACCORDANCE WITH THE LAW. r t 1 4 RT O SECOND FLOOR PLAN �\ CLIENT/OWNER 938 g5f 0 5 10 RD 872 net sf HA CORNER PARTNERS LLC q 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDING i SECOND FLOOR PLAN DATE SCALE June 24,2022 3AG'=i'-o" DRAWING NO. RECEIVED If 11 A01 JAN 2023 Southold Town Planning Board ISSUES/REVISIONS I I • I I 1 I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I OCT 29,2021 I I I I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED I I I I I I i Robert I. Brown f ( I I - - - - - - - - - - - - Architect P.C. 205 Bay Ave. Greenport NY — — — — — — — — — — _ — — — — — — — — — — info@ribrownarchitect.com i 31-477-9752 I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUI7IORIZED ALTERATION MUST BE NOTED,SEALED,AND I I DESCRIBED IN ACCORDANCE WITH THE LAW. `ART 1.(�1 I I CLIENT/OWNER I I HARD CORNER PARTNERS LLC — — — — — — — — — 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE ROOF PLAN DRAWING TITLE 0 5 10 BUILDING i FIRST FLOOR PLAN DATE SCALE May 25,2022 3/16"=i'-o" DRAWING NO. FRECET-VED JAN 5 2023 � ju �outhoid 1 own Planning Board ISSUES/REVISIONS ROOF PITCH: % ROOF PITCH: ROOF PITCH: 9-1/4/ 12 9-1/4/ 12 9-1/4/ 12 ROOF CRICKETS EPDM ROOF CRICKETS EPDM METAL STANDING SEAM MEMBRANE @ 1 .5 / 12 PITCH MEMBRANE @ 1 .5 / 12 PITCH ROOF (GRAD BUILDING TRIM TO BE BUILDING TRIM TO BE PAINTEDHI E PAINTED WHITE i I"x G" CEMENTITIOUS VERTICAL BOARD 51DING ----------------------- PAINTED WHITE (TYPICAL) I" x G" CEMENTITIOUS Ln VERTICAL BOARD SIDING -� PAINTED WHITE (TYPICAL)IT -' ----- — ID1 ID1 I ROOF PITCH: ROOF METAL SEAM ROOF PITCH: ROOF PIT H: I i 3/ 1 2 3 13 3 1 I i BUILDING TRIM TO BE I BUILDING TRIM TO BE N PAINTED WHITE � PAINTED WHITE 2 ALL WINDOW FRAME5 j = ALL WINDOW FRAMES AND SASHES TO BE AND SASHES TO BE BLACK I I N BLACK WITHG"CEMENTITIOUS SHINGLES CEMENTITIOUS SHINGLES CEMENTITIOUS SHINGLES WITH EXPOSURE, WITH G" EXPOSURE, WITH G" EXPOSURE, NORTH ELEVATION PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) 0 5 10 OCT 29,2027 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. p? Bay Ave. Greenport NY in fo@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON ROOF PITCH: PITCH:ROOF H: THIS DRAWING IN ANYWAY.ANYAUTHORMED 9-1/4/ 12 9-114/ 12 9-1//4/ 112 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE TAW. ROOF CRICKETS EPDM ROOF CRICKETS EPDM MEMBRANE @ 1 .5 / 12 PITCH MEMBRANE @ 1 .5 / 12 PITCH BUILDING TRIM TC BE 7 "ems °2 BUILDING TRIM TO BE PAINTED WHITE / PAINTED WHITE � r I"x G" CEMENTITIOUS I"x G" CEMENTITIOUS VERTICAL BOARD SIDING VERTICAL BOARD SIDING PAINTED WHITE (TYPICAL) -- ---- PAINTED WHITE (TYPICAL) _— _ ------ ---- __ CLIENT/OWNER ------- --- ---- ROOF PITCH: METAL STANDING SEAM HARD CORNER 3/ 12 j ROOF (GRAY) ------ ROOF PITCH: -- --------------------- 3/ 12 PARTNERS LLC 53530 MAIN ROAD � BUILDING TRIM TC BE BUILDING TRIM TO BE SOUTHOLD, NY 1i97i PAINTED WHITE ! PAINTED WHITE PROJECT TITLE ALL WINDOW FRAMES i i j ALL WINDOW FRAMES MIXED USE AND SASHES TO BE _ AND SASHES TO BE BLACK ' BLACK DRAWING TITLE CEMENTITIOUS SHINGLES CEMENTITIOUS SHINGLES WITH G" EXPOSURE, WITH G" EXPOSURE, BUILDING SOUTH ELEVATION PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) 0 5 10 NORTH ELEVATION . SOUTH ELEVATION DATE SCALE May 25,2022 3h6"=i-o" DRAWING NO. RECE IliIm JAN 9 2023 Southold [own Planning Board ISSUES/REVISIONS ROOF PITCH: 9- 1/4 / 12 1 " x G" CEMENTITIOU5 VERTICAL BOARD 51DING PAINTED WHITE (TYPICAL) BUILDING TRIM TO BE BUILDING TRIM TO BE ��— — PAINTED WHITE PAINTED WHITE NE1111 loll , IE I ALL WINDOW FRAMES -- AND SASHES TO BE CEMENTITIOU5 SHINGLES ROOF PITCH: BLACK WITH G" EXPOSURE, 3 / 12 PAINTED WHITE (TYPICAL) ROOF PITCH: 3 / 12 I I I I E I I I I I E I I I I I II I I I I I I I I I OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE CEMENTITIOU5 5HINGLE5 ARCHITECT.IINFRINGEMENTSRTY WIILOFTHE WITH G" EXPOSURE, BE PROSECUTED EAST ELEVATION 2022 ALL RIGHTS RESERVED PAINTED WHITE (TYPICAL) 0 5 10 Robert I. Brown Architect, P.C. z05 Bay Ave. Greenport NY ROOF PITCH: info@ribrownarchitect.com 9- 1/4 / 12 631-477-9752 I " x G" CEMENTITIOU5 VERTICAL BOARD 51DING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PAINTED WHITE (TYPICAL) LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. BUILDING TRIM TO BE BUILDING TRIM TO BE PAINTED WHITE $` PAI NTED WHITE :;;,. `� A7 ALL WINDOW FRAMES CF, CEMENTITIOU5 SHINGLES I AND SASHES TO BE E BLACK WITH G" EXPOSURE, I / \,PAINTED WHITE (TYPICAL) I CLIENT OWNER HARD CORNER PARTNERS LLC I 53530 MAIN ROAD SOUTHOLD, NY 11971 � I PROJECT TITLE E MIXED USE E I I I E I ! i DRAWING TITLE BUILDING 1 EAST ELEVATION WEST ELEVATION CEMENTITIOU5 5HINGLE5 DATE SCALE WITH G" EXPOSURE, May 25,2022 3/16" WEST ELEVATION PAINTED WHITE (IYPI CAL) DRAWING NO. 0 5 10 RECEWED [JAN 9 2023 Southold Town Planning Board ISSUES/REVISIONS FF O EGRESS WINDOW I I I I F --1 II II I I( TZ II ocT z9,2021 I ( I THESE PLANS ARE AN INSTRUMENT OF hE SERVICE AND ARE THE PROPERTY OF THE I I ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED o UNFINISf1ED BASEMENT 2022 ALL RIGHTS RESERVED I I I II I I II II I Robert I. Brown I I I I I I I Architect, P.C. _J I I o i Bay Ave. Greenport NY I ( nfo@ribrownarchltect.com 63 91-477- 5 7 2 I I I II � IT IS A VIOLATION OF THE LAW FOR ANY PERSON, L UNLESS ACTING UNDER THE DIRECTION OF A --7 LICENSED ARCHITECT,TO ALTER ANY ITEM ON I I I I THIS DRAWING IN ANYWAY.ANYAUTHORIZED ALTERATION MUST BE _L ,SEALED,AND DESCRIBED IN ACCORDANCE D WITH THE LAW. F1 ✓ ;:0., I FOUNDATION P L A N L CLIENT/OWNER 5 10 HARD CORNER PARTNERS LLC 53530 MAIN ROAD NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE SOUTHOLD, NY 1197i PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 FOUNDATION PLAN DATE SCALE May 25,2022 1/4" DRAWING NO. i RECEIVED '0 �JAN 9 2023 Southold Town Planning Board ISSUES/REVISIONS 1 2'-4" ATIO 0 N 1 2'-C' -G" GUEST BEDROOM cn 1 5'-G" LLJ OCT 2q,2021 w m N O ap KITCHE THESE PLANS ARE AN INSTRUMENT OF z SERVICE AND ARE THE PROPERTY OF THE O ARCHITECT.INFRINGEMENTS WILL MASTER BEDROOM BE PROSECUTED 2022 ALL RIGHTS RESERVED c� N CCJJ Robert I. Brown I Architect, P.C. I 8'_0" zo5 Bay Ave. Greenport NY info@ribrownarchitect.com GARAGE I I'-8" GREAT ROOM 1" 631-477-9752 IT �o IT IS A VIOLATION OF THE LAW FOR ANY PERSON, lAU N D R 2 I'-5" I UNLESS ACTING UNDER THE DIRECTION OF A LA LICENSED ARCHITECT,TO ALTER ANY ITEM ON — J THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 1 ,502.0 sf net - 1 ,597.7 sf gross FIRST FLOOR PLAN CLIENT/OWNER HARD CORNER NOTE: BUILDING 3 TO BE BUILT MI GE PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 FIRST FLOOR PLAN DATE SCALE May 25,2022 DRAWING NO. RECEIVED JAN 9 2023 SOL�—---- - ldTown - Planning Board Avr b- ISSUES/REVISIONS r OCT 29,2o21 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. zo5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, L UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ROOFPLAN CLIENT/OWNER ////Z 0 5 10 HARD CORNER PARTNERS LLC NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 ROOF PLAN DATE SCALE May 25,2022 1/4" DRAWING NO. Am RECEIVED JAN 2023 Sout old Town Av Planning Board ISSUES/REVISIONS WHITE VERSATEK TRIM (TYPICAL) - ----.------• _ - - - - i t i 1 t, it , t it t t I( FIBERGLASS SHINGLE / `� I I NOT i I FIBERGLA5515HIINGLE) NOTE: ROOF DARK GRAY I ROOF DARK GRAY ALL ROOF PITCHES = ALL OOF PITCHES = I 8112 I I I i I I I I I 8/1 ! � t, III u III I N I I I FRAM S AND I B cl� IN W i I i I I I I I I I I I I I I I i El D0❑ _ i I I I I I I i I I I sAs Es = I � I I II ( m --- El El El� I I I I I I I I STAINED CEDAR ___--_—_—. I I ! ----- I I ( I STAINED CEDAR ElEl!]❑ I SHINGLES WHITE SHINGLES WHITE IC1 I I I I I I I I I I 1 ❑❑ WEST ELEVATION NORTH ELEVATION 0 5 10 0 5 io 29,2021 THESE PLANS ARE AN INSTRUMENT OF NOTE BUILDING -i TO BE BUILT MIRROR IMAGE SARCHITECT.INFRI ERVICE AND ARE THE PROPERTY OF THE N(1 T'F • 'PT T T T Tl T l�T('T T(1 R F R T T T T 'T lk/f T R R (l R T A ('T F/( A BE PROSECUTED NGEMENTS WILL 2o22 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. NOTE: II II II II '' II II II FIBERGLASS SHINGLE ( NOTE: �J _J LJ J _� /� I FIBERGLASS SHINGLE ALL ROOF PITCHES = ALL ROOF PITCHES =8112 J I 1 u I� I ROOF DARK GRAY I 8112 ROOF DARK GRAY / I I I I , -_�- �� 111L11_l1 / ' I I �I iv \ l U \ I N CLIENT/OWNER 0 N I - I � r � I ri r___,� r_____� I I I HARD CORNER BLACK WINDO I I I FRAMES AND ' I I ! I I I I I I LACK I DOS D PARTNERS LLC I I I I I I i I I I I r-----, I I I I .BANES! I SASHES 53530 MAIN ROAD I � --- I I I I I I j I I I I I I I I SOUTHOLD, NY 11971 ----- STAINED CEDAR 511INGLE5 WHITE - I I I I 1 I I STAINED CEDAR 1 _-- _ -_______-___.___. .--� I I PROJECT TITLE --- "-- ---------- I I SHINGLES WHITE = I i MIXED USE I i DRAWING TITLE EAST ELEVATION SOUTH ELEVATION BUILDINGS 2-5 0 5 io 0 5 ><o ELEVATIONS DATE SCALE NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE NOTE: BUILDING TO BE BUILT MIRROR IMAGE May 25,2022 1/4" 3 DRAWING NO. RECEIVED JAN 9 2023 Southold Town Planning Board KEY MAP SITUATE:SOUTHOLD N TOWN:SOUTHOLD SUFFOLK COUNTY,NEW YORK w E S Q11 I, �¢ x LIST OF DRAWINGS .rvERa ao,rvry I $ o a e�� A,, SITE PLAN KEY MAP rvinIEz Ai SP'IEPLAN GENERAL s.aa.weEa.a .ekearv<FaMi�r 4 O I wAixw a.ics� A,,, SITE PLAN NYSUCIT a=�--eLL w. rzEaRVEz _ Az SITE PLAN UTILITIES -- _ A3 SITE PLAN LANDSCAPING A4 SITE PLAN CUT AND FILL �uwe Dana ais�P aLV _ O P^�JgNE CONSTRUCTION ENTRY A5 SITE PLAN TRUCK TURN TEMPLATE Robert 1.Brown Ab SITE PLAN LIGHTING APC}uteet,P.C. eewurvn ry _ AT SITE PLAN LIGHTING z Lz'TPNi NO,""'" AS BUILDING�FOUNDATION PLAN 5B YA b -chit-- n!(. P— .w�ow�rvArei�i.. �a naw I A9 BUTI DING,FIRST FLOOR PI AN 63 4'ITY'15- aoo�rkrvi.haveweu� A,. BUILDING,SLCON D FLOOR PLAN owry of wimo�o A, BUILDING,ROOF PLAN A, BUILDING ELEVATIONS - cu.rexoP..eKos.zicr ro_„anN wx Rr� s'Q15 M^NROPO ZF..""" A13 III TLDING ELEVATIONS A14 BUILDINGS z-5 FOUNDATION PLAN „ rwrowu< oe+oa.ro�uais.irvo .• ,"••,•" Uw. A BUILDINGS BULDNGS z-5 PIRSTFLOORPLAN BULDNGS z-5 ROOF PLAN AIL BUILDINGS 1-5 ELEVATIONS i�erniu�e.� n IDy y N s,a� dewury arvx.nnw�rn M� �a HARD CORNER PARTNERSLLC 1353-MAIN ROAD SOUTIIOLD,W iig7i =E� iknlE[TTm[ JOHN C.EHLERS LAND SURVEYOR MIXED USE-sasee.�xrazn cm�-cyu�vmmw�ummmosze�m,m..,m SITE PLAN KFY NAP 4 BUILDIN[,s 11 MIhFD DSF BUILDING a Id a .o- s�c�r bw un S15'55 5DDE FROFrRTV'i.IN, 6-4.1 2' LANDSCAPE BUFFER N KEY MAP B Fre��re nTo...: .. II(T F FAMII V RFSIDPNC �e BLI�NG3 BUTT PING; /BUTT DINGS y SINGLE FAMIGV kCSIDENCC SINGLE �ILI RESILIENCE SINGLE FAMILY RESIDENCE r '� D m.. m N C7 z ZIN ITI—I PRO LINE �- U r.�. _ i—s i PERTY i,IoN—ENT1 wrtt�.. IL o., �..t�, ♦t .its i.ii .v LDn�n w.. ._... `i, _....... .. ... ._... w 4mrt�.Fta•r.��unr � .. „,........ _..„. _.... _....... „.. „. ._. ._.....L..... ,ram WeIIS 20 (weus R°aa) Avenue 22 Robert 1.Brown Architect PC SITE P L A N: GENERAL ARRI,u G 1 u orJ (PUTTING 1 63 47�° BA:C('OII SJTJ-YE .. otiv nLrRs LAnt LRve oR _ _ . 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III -,, i A-C,-P-t NY n50 6314-975z T FF --- F -1 F FOUNDATION P L A N L -1 HARD CORNER PARTNERS LLC 5353,,MAIN ROAD NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE SOLIIHOLD,NY I-jlllTITLl MIXED USE BUILDINGS q MI]ND,1MON PL\N A14 LD ElRobert I.Brown Architect P.0 nr B i A Crib'P-t mNY ❑ 63 4T975 U ai r SGL Os FIRST FLOOR PLAN — CORNERHARD NOTE: BUILDING 3 TO BE BUILT MI AGE PAR NERLLC 535311 MAIN ROAD SODIHOLD,NY iigry 1—jElITITTe MIXED USE BUILDINGS z-q FIRST FLOOR PLAN R,,.A 15 Robert I.Brown Architect,P.C. iN B fib, crei[cumY m ryry 6;4T9J5 luwi ROOF PLAN HARD CORNER PARTNERSLLC NOTE: BUILDING TO BE BUILT MIRROR IMAGE S53n MA'N ROAD 3 SODIHOLD,NY MIXED USE BUILDINGS z-q ROCI PLAN R,,.A 16 i i i - - -��' �'�' �'�' - WEST ELEVATION NORTH ELEVATION ®.� ninTP- Ri Illninir_ Tn RP RI Ill T NniRRnR innA(-P NOTE: BUILDING;TO BE BUILT MIRROR IMAGE L,E """" E Robert I.Brown Architect,P.C. n50 ribr�wnairih terti�mY 63r-4T9)5z _ _ u HARD CORNER PARTNERS LLC 5353�,MAIN ROAD III III III III III III III SOLIIHOLD,NY rry�r m I MIXED USE EAST ELEVATION SOUTH ELEVATION BUILDINGS LLEvATIONS NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE R, A17 ISSUES/REVISIONS Y SrrUATE: SOUTHOLD N TOWN: SO OLD SUFFOLK COUNTY, NEW YOR:K KEY MAP DATE 03-Oa-2021 a OWNERS 61 \ 1000-61-1-a.1 \1000-61-3-8.4 a"� HG NOFO LLG FIRST CHURCH CONGREGATION 1000-61-4-11 DWYER.ANGEL M A . . . . . % 61 1000-61-3-1 DWYER.CURTIS J P,,e 1000-61-I-13.1 FLEET BANK OF NEW YORK NATIONAL ASSOCIATION 2245 MGR LLG 1000-61-3-8.5 1000-61-4-12MGGORMAGK TAMMY A / � CEMETERY OF FIR5T CHURCH CONGREGATION 1000-61-1-15.5 5OUTHOLD FREE LIBRARY • 1000-61-3-8.1 GAGLIU50.J05EPH. . . . . GAGLIU50.RO5EMARIE 1000-61-4-13 4 ems° ARM.GERALDIN.. 1000-61-1-a ARM.HERBERT. ° ° 1000-61-1-152 METGALF.RUTH 5OUTHOLD FREE LIBRARY 1000-61--i-8 1000-61-4-14 a.i a 6%1 MORIZZO.NIGHOL TINNELLY.GLAIRE 1 1000-61-I-I6 FHV LLG ems° a,ar,� 1000-61-1-1 1000-61-4-15.1 /� MITRANI.J05EPH DER051ER L015. vW10 to MITRANI.5HARON ROWE.TREVOR e�i1 1000-61-1-11 t DOBI INC 1000-61-1-6 50HADE.THOMA5. c �: 50HADE.GHRI5TINE 1000-61-4-11.3 1000-61-I B Q� LIST F DRAWINGS ROBERT H ROTHMAN D B AND CORP } THESE PLANS ARE AN INSTRUMENT OF MRAz.MI 1000-61-1-5 a ems`'MRAZ MARY SERVICE AND ARE THE PROPERTY OF THE CLIFF 1000-61-4-11.1 d CLIFF REALTY CORP GHAEL l ° 1-I-1a Ao SITE PLAN KEY MAP ARCHITECT.INFRINGEMENTS WILL y � CLIFF 1000-61-1-10 MGKENNA FAMILY Ai SITE PLAN GENERAL BE PROSECUTED JE5TER.ROBERT R 1000-61-1-20 AZ SITE PLAN UTILITIES 2022 ALL RIGHTS RESERVED O N REALOR 1000-61-4-18 WAIN EPROPER Es LLG A3 SITE PLAN LANDSCAPING 1000-11 II WATTEZ GARANGE BERTANI.JOHN. WATTEZ. GENEVIEVE. ,,e�� 1000-61-1-21 A4 SITE PLAN CUT AND FILL BERTANI.LINDA. WATTEZ. EDOUARD TH0MA5 J SGHLEGHT CONSTRUCTION ENTRY 1000-61-1-12 1000-61-4-1a.1 A\ 61JENNIFER M SGHLEGHT 5 SITE PLAN TRUCK TURN TEMPLATE BELLE ANNE DOLAN 1315HOP OLIVANNE LLG I PAOLI61ANE2 A6 SITE PLAN LIGHTING 1A SITE PLAN Robert I. Brown 1000-61-1-15 7 N LIGHTING 2 HAGERMAN.DANIEL. 1000-61-1-11.11 Architect, P.C. HAGERMAN.DAWN MOORE.RIGHARD. . . .N. 1000-61-1-23 MOORE.JANIGE Y,v+�` GHARRON.ANDREW A8 BUILDING i FOUNDATION PLAN 20 Ba Ave. Green port NY 4�•,�� a GosTANTiNO.JAGLYN A9 BUILDING 1 FIRST FLOOR PLAN in?o@ribrownarchitect.com J 1000-61-4-3 A OWLEY.JOSEPH.. 1000-61-1-11.12 °'�°' ` Alo BUILDING 1 SECOND FLOOR PLAN 631-477-9752 ORDAN GOWLEY.PATRIGIA 5OUTHOLD GARDENS PROPERTY OWNERS 1000-61-4-4 040 0 2 EGKW ,All ITH AVENUE LLG BUILDING i ROOF PLAN TOWN OF 5OUTHOLD 1000-61-1-11.10 Al2 BUILDING i ELEVATIONS COCHRAN HELEN M. . . . . 13 BUILDING 1 ELEVATIONS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A GOGHRAN ROBERT G 1000-61-2-1.3 1000-61-4-5 54015 MAIN ROAD REALTY LLG LICENSED ARCHITECT,TO ALTER ANY ITEM ON 5OUTHOLD PARK DISTRICT - - 01*° ��' f; ,A14 BUILDINGS 2- FOUNDATION PLAN THIS DRAWING IN ANY WAY.ANY AUTHORIZED A15 BUILDINGS Z-5 FIRST FLOOR PLAN ALTERATION MUST BE NOTED,SEALED,AND 1000 61 1-11.a DESCRIBED IN ACCORDANCE WITH THE LAW. 1000-61-4-6 BELVILLE RYAN % �11 --____ -- e�-1�° HG NOFO LLG DEMARTINO GHRISTINA Vol � A16 BUILDINGS 2-5 ROOF PLAN 1 LRV 5EFIEN 1-1-11.s �. Al'7 BUILDINGS 2-5 ELEVATIONS MLRV CORPGORP SEPE.NANGY lop 1000-61-4-1.1 i' � E I.A� � LIEGEY.MIGHAR rn-'''b � M 0,5So' � 1000-61-4-8 HAGERMAN DUNN.MARILYN 1000-61-4-a.2 M15ERANDINO.DOMINIGK. M 15ERAND I NO.MARGHER I TA 1000-61-4-1.3 HOWARD BRIAN JOHN. . . .N. CLIENT/OWNE MIT50TAKI5.DEMETRA HARD CORNER PARTNERS LLC RED 53530 MAIN ROAD SEP 2 2u22 SOUTHOLD, NY 11971 ...a......aw•..an r. ".rrwr.mvw. aw■. a..ra wr arm..• -IJ ra y� im"ai- _ Southold Town Planning Board PROJECT TITLE wi.M,rrr r a.rr rew Y S9.Y InM rlwn Ytl r�gwarY GRAPHIC SCALE I"=100' RE~^"~"•"rr^°�'�- O 100 200 300 JOHN C. EHLERS LAND SURVEYOR MIXED USE 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVERHEAD,N.Y.11901 DRAWING TITLE 369-8288 Fax 369-8287 REF—C:\UsersVohn\DropboM\03\03-283 key map.pro SITE PLAN KEY MAP DATE SCALE May 25,2022 i'=30' DRAWING NO. ISSUES REVISIONS !,NA PR IL x �� ,��.. ,�•q .,s`'FRaS '�•'� "'1�.� r�, �p "A ,+V4 44- 4` �Zx 4 ,R '0 NN *$ 7 "A' S 3" 0 J J, 4 V �g X L�N nit ' & 2, E E P v % 'A Land Now or formerly of: < I x Land Now or formerly of: Denis Salzman Re in Salzman 3,1�4, �,41':"�?,,,; CD 7 Lisa5chillerJ". :. u, ': +:,. ' _; Land Now or Formerly of: 5 i Story K, 1K ti. f Andrea Weiss BUILDING 1 Building E5teve5 Holding Corp. Cn MIXED OSE BUILDING Al� M 3COMME,TIAL UNITS ON CAI N DRIVEWAY (Ricjht of Way) Land Now or formerly of: If5tcve5 Holding Corp. FIRST FLO R drivewa 3 AFFORDAlBLE APARTME TS k, S 15*5 5'5 0 PROPERTY LINE Aw ON SECOND FLOOR >< 12 LANDSCAPE BUFFER KEY MAP 4"CONC.CURB FIN N FLOOR EL. LOADING 0 16 cc ;r N -1 1.10o CED-1 MP5TER AREA B DING2 C UILDING 4 BUILDING 5 If 2 INGLE FAMILY RESIDENC ' 22 �X -G"X G" REINFORCED BUI ING 3 9VTE1 SLAB 2 BEDROOM ID CON 4 (5 OVER 55 RENTAL SINGLE FAMILYRESIDENCE SINGLE,-FAMILY RESI ENCE SINGLE FAMILY RESIDENCE rn 7 2 2 BEDROOM--- pp r) Ln ODROOM 2 BEDR �OM R 51 RXTAL OVER 55--Rf t;FrAL 55 RENTAL ol-<5 Q) og 20 z z 5f &5FHALT PAVING o 3: 10 5 7 19 ALL 2G 6 TO v /11 0 C; Ar,_r" I N 18 "MOUNTABLE" Ld N LOO 0 11 x 0 2 r; EL. 3.7 INFOOR 17 EL. 2 �.O, 7 IN OQ PROPOSED OOR N"Nl�3 W CONCRETE 3 EL. 2 1.0' EL. kZ61 L/ SOAPING (TYPICAL) 11-Z-2 . Cf) o SIDE WALK 49, n 4 1q) 'If DRAWING A3 OCT 29,2021 2 15 MAR.10,2021 37- TEST HOLE I 30 ASPHALT PAVII Z PHALT PAVING THESE PLANS ARE AN INSTRUMENT OF c,2,-i a 10k ASPHALT PAVING (6 OP05ED PAVI G GRADE EL. 28' SERVICE AND ARE THE PROPERTY OF THE Z_ P ONCPET PERTY LINE ARCHITECT.INFRINGEMENTS WILL • rpm 5 0.5' DARK BROWN LOAM OL BE PROSECUTED N�, sc"T" IDEWAL EXIMNG cc FIKOF05tof,", 7 3 V901 EDGE OF PAVEMENT BROWN SILT ML SIDEW) 7 RAINIq KU 3.0' 2022 ALL RIGHTS RESERVED --l-CONCRETE�,j 1) szii�) 11\j 1 7145 1 ( 1 L -�Fn '`ire 9 EV \ r . . .7. . 6-7— _' �- CONCRETE W_ , — V_ 51DEWALK — 1W8",-< _W_ 51DEW,SIDEWALK W — - — - — - — — —V — — — — — - — — OF PAVEMENT ' (WellRoad) Avenue-----_----_ FIRE HYDRANT s R F,6�EPROPOSED Weds------�-- 2o Robert I. Brown PALE FINE TO MEDIUM SAND SP Architect, P.C. E! BROWN GAS GA GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS-GAS-GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS-GAS-GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 205 Bay Ave. Greenport NY > SITE PLAN: GENERAL info@ribrownarchitect.com PARKING CALCULATIONS (BUILDING 1 ) 631-477-9752 SCALE: I" = 30' (3) ONE-BEDROOM APARTMENTS: o 9 2o, BASED ON SURVEY BY: 1 .5 SPACES EA. X 3 =5 SPACES 29.0' RETAIL: I SPACE PEP, 200 GR.055 SQUARE FEET: WATER IN PALE BROWN JOHN C. EHLER5 LAND SURVEYOR 4,053.0 5f/ 200 = 25 SPACES G EAST MAIN STREET RIVERHEAD, NY 11901 FINE TO MEDIUM SAND SP IT IS A VIOLATION OF THE LAW FOR ANY PERSON, NOTE: UNLESS ACTING UNDER THE DIRECTION OF A TOTAL: 30 SPACES REQUIRED WATER ENCOUNTERED DATED : 10-05-2010 35.0' LICENSED ARCHITECT,TO ALTER ANY ITEM ON RETAIL LAYOUT COMPLIES WITH SOUTHOLD TOWN 5CTM No. I OOO-G 1-4-1 30 SPACES PROVIDED 29' 13ELOW SURFACE THIS DRAWING IN ANY WAY. ANY AUTHORIZED SECTION 250-45 (A) (7) IN THE FOLLOWING WAYS: ALTERATION MUST BE NOTED,SEALED,AND PARCEL ZONED HAMLET BUSINESS 115 DESCRIBED IN ACCORDANCE WITH THE LAW. > I BUILDING MASS 15 NOT'STANDARDIZED' ELEVATIONS REFERENCE NAVD '55 DATUM Not to scale (a) [I] [b]: ALL EXTERIOR BUILDING WALL ARE CON515TANT WITH FRONT WALL AREA = 09,208 5F OR 2.28 ACRES DENSITY LOADING AND DESIGN SEWAGE FLOW RATES V-D A r? (a) [2] [a]: STRfETfRONT FACADE 15 DIVIDED INTO 3 ZONES 1.13 (a) [2] [b]: 5TREETFRONT 15 SITED WITH MINIMUM SETBACK DRY RETAIL SPACE 4,983.9 S.F. @ 0.03 GPD/UNIT DENSITY AND HYDRAULIC LOADS 0 AND 15 TRANDPARTENT BETWEEN 3' AND 8' HIGH 150 GPD FOR G8% Of THE FRONT FACADE. AFFORDABLE APARTMENTS (I BEDROOM) 3 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS INDICATES EXISTING CONTOUR LINE = 450 GPD PRC (2 BEDROOM) 4 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS INDICATES PROPOSED CONTOUR LINE GOO GPD TEST HOLE 2 TOTAL LOAD 1200 GPD GRADE EL. 22' THE PROPOSED DEVELOPMENT FOR THIS PROJECT SITE HAS A POPULATION DENSITY EQUIVALENT Of 1209 GPD. 0.5' DARK BROWN LOAM OL 3.0' BROWN SILT ML CLIENT OWNER 4.0' — BROWN SILTY SAND SM DENSITY AND LOT SIZE LOT COVERAGE HARD CORNER BASED ON ZONING CODE 280 TOTAL BUILDING AREA 13,195 SF PARTNERSLLC PALE BROWN FINE TO ATTACHMENT 2, THIS PROJECT REQUIRES 100,000 5F FOR THIS SITE. 13,195/99208 5f = 13.3% MEDIUM SAND SP 53530 MAIN ROAD (20,000 5f PER USE). HB LOT COVERAGE ALLOWED = 40% SOUTHOLD, NY 11971 PROPERTY SIZE 15 99,208 SQUARE 17.0' — NO WATER ENCOUNTERED FEET. THEREFORE, A VARIANCE 15 REQUIRED FOR 792 SQUARE FEET (0.8%) PROJECT TITLE Not to scale PED. ACCUS ROUTE/ BUFFER ZONE SIDEWALK WIDTH-_SLOPE TRANSITION MIXED USE WIDTH VARIES 4*-0' MIN. MATERIAL AND (SEE NOTE 14) WIDTH VARIES V (TYP.) fifi (TYP.) DRAWING TITLE EDGE OF EXIST,SIDE FLARE (T ROADWAY VARIES TIE INTO EXISTING GROUND EWE- (SEE NOTE L NOTE 15 ISX AX. SIDEWALK SITE PLAN 1- 1,12", ITEM 402.098"01 1 IM 11'1_M 402.011-531 1 IV 2-112". 11 EM 402.1'�690 I�A t ITE-M 402,19(5�')1 •M TWCATM M VA _NT GENERAL P A V ffv'� Z 01, ITEM planning Board -ISoutho Town sm�,fsx_w oni-I -1023"b9O i IAl t, ITEM 402_37��O,1 1 M _j SURFACE TYPE (SEE NOTE 14) DATE SCALE MIN. SUBBASE, WHERE LS-U155A5r NOTE , TACK COAT 5t-iALL Ti INCLUDE-,.) 5"TINTFN D tVFPY A51PHALT LI fT AN!_'A Aug 10,2022 RAMP G" MIN. SUBBASE, HERE 4" CONCRETE SIDEWALK REQUIRED (SEE NOTE 10) Ex,i 57 INI G 1" 30' REQUIRED (SEE NOTE.' 10) 116" AT DRIVEWAYS) RF M P fAff)FZIC _tj� A 5 F I I A,L T 53'TR Ell�_'T 10403,0903 (FULL DEPTH) ffIVAq-_F`N NILW AND FYI`JTING A�_iPHAI_j DRAWING NO. SEE DETECTABLE WARNING CLEAR SPACE 6" SUBBASE - FAVIEVIVNT EDGE5. PLACEMENT DETAILS __,j (5AvIV C1JT1 1"ING AS-PlIAL7, CONCPI-IT) sm"14 2 TH[_` fl�`.37' FULL 5' F1 A"' OF F E-31PEV/,AI,KT0, 50' OMCTWE VA"M SWAa VM "3K Of THE. ',"�IVPXAY 511ALL DE G"Tc:-HAVIPil. FAIL `IC TWATED M OETALS (I I-EN1.9 I I 0GO5.0103) MEETING EXIST. CURB RAMP CONFIGURATION: TYPE I TYPICAL SMEWA K CROSS SECTION DETAIL SECTION ASPHALT PAVT NO CURB WIT i BUFFER ZONE IN A F11 SECTION D F, I V E W A Y (NO REE51URFACING), ISSUES/REVISIONS L F >, E i O O E ILL- IL = i o O Land Now or Formerly of: Land Now or Formerly of: Q z 0 3 Land Now or Formerly of: Z CC Denis Salzman Regina Salzman Esteves Holding Corp. G J 4� H Lisa Schiller t i Story -° Andrea Weiss Building D (Vl DRIVEWAY Ri ht( g of Way) Land Now or Formerly of. Esteves Holding Corp. y I Fx15TwG uTlu�masonry wall a ne to be removed ExISTING UTILITY S 15°5 5 5 0 E d1-1Vewa PQ1,.E POLE --. -_ EX STING UTILITY • ;,H-T�„�- - - - - PROPERTY LINE SERVICE UNES TO RUN UNDERGROUND 6 4.1 �/" POLE ;;::in::i iFcc:Li:: :: NEW G5KVA I PHASE a "::..:::2:3i:i S:.>.i . . :ri•:iT:ii::i::7ii:i:?:•i::itF?E;:i;:. TO PANELS IN EACH UNIT.AND ONE FO L,ANDSCAPE BUFFER TRANSFORMS N 4 GANG METER N ZO """ - PROPERTY SERVICE.SEE ENGINEERS CONCRETE P BANK ON'Ft' / CV souO P.AWING5 CH-I THIRD CH-5 FOR ELEC. 1Ff/ u •Y-� :•:Y::: ....... iRONc FTAIL5 TO zvs' SERVICE E5 TO RUN FRAME I wr�[�, '?}r 'Gw.Dc zc 4' '+�,i•C :: ZO C AT. za r GRAD[ yg.Y� eoc Zia B1G 27 e .ns LINDE OUND TO 5ERVICF�,L NE5 TO 1Y MET BAV5 RUN UNDERGROUND y IN FLOOR[L Z C LOADING T ANEL5 IN EACH y zc s _ 26 NIT GRATE u SEE ENGINEER'S DRAWING - o z a r 2 5 CH I 2 C I W'� ro z6 e' THRU CH-5 FOR SEPTIC SYSTEM ` eoc z63' b -265' r z2a DETAILS AND SPECIFICATIONS E D cAsr '� i .:` 27 5EETHP I CH-5 FOR SEPTIC SYSTEM RADEzu 1 cRAo[2 "• cRnoc krO � (^! SEE ENGMEER'S DRAWINGS CH-I 0 �� DETAILS AND SPECIFICATIONS sL Dovrt TO Q)cGRADE•26 GR TO DR zs ZO; DRaN T 261' 2,Wzs ZONE ID U1 COVE cAr[fIN fLGOR EL T 26 26 Y \ / e0 s3' L 9lOP[W I V TO 511, JL •AOR i 9L wN {'•f� ..-- F*a I ` per! - < o DRA r0 TO cRADc cL zz - ` I (+� pi _ -. :�a ZONE 3 crAoe eL zz i �\ . ^Fgge 25 y ^ • � �++ ri GRADE 264' .264' :�;::,: `25 a5,.�<^ � �� j GRAD[[L 22 ZONE 5 rC :::•.::::::::::.::•:::nx::::Y 2- ><N SLOT �wN • / :::'..:. :::::T':. �L •5 9l RAIN O W :. /� T A ZONE - NATU L 00000 •• GREASE TPA /• 90LID srQ z_ z4 r VEG 'CATION N VJ O FRET •t}�e GRArz cRAre ^' " PREFABRICA -D Gf.Aoa V ONE".S 2s t \\-/{ ..4�•'•` r zs s' `V N {.' ,.., (NOT CONCR E) 7 270 O ICU 12 - •.... .•••••• GRADC[L 22a a 2s _ -zs / noeEL 220 ZONE 4 ' ZONE g•_ - V test test hole DowN RAN " Dom ao°d" hol Z OD C _I � zc a' ZONE 4 � e ZONE F � .r� �� 9 GRATe F,y rye;;z, c zsa c r-I '``' a ' -'=6` pg eLaf[ eL DOwN < fE c'[Daww b00.245' H `L I ICAL I RE < IDENTIAL Gk I I r 4c TO Too " iO- OORUN I y 3/4"DIA WATER F. ICE"V LINE D 9 SEE ENG IF_ERS NG - _ J TYPICAL FOR IDEMIAL S LPTI C YST DRAWI S CH I ' (4 THRU C 5 FOR SEPTIC SYSTEM `t S' � D N I ti 3/4"DIA FR I$TRUCTURr'$ SERV CE NE I WA DR Y TYPI CAL FOR_ ESID T ET EN IAL D AILS AND SPECIFICATIONS C� `V ( IVEWAY I 0 STRUCTURE I G1 5 R ERTY LINE b •M�•A-f•2G-�Y.: ............................ jJ["�//"•,, (� G1 r 25 S' S - AY 3 I Y D „•.....---^ a zsa / �•"`^'.",••^- N�.,•-^"""",.�' ro zTs DRIVEWAY4 - N N - eoc z a ` N l -.�...,.-•-••.-„�.-»--_„- -- '• ,.- •'^"`"""'- 3/4"DIA WATER SERV E LINE .."'�->-.-,....,.•,,..,..✓ TYPICAL FOR REND IAL �. 5EE ENGINEER'S DRAWINGS CH-I 5TRUCTURE5 - T#1RU CH-5 FOR WATER SERVICE EDGE OF PAVEMENT E•OF`PAVEMENTJ O N N EDGE OF PAVEMENT EDGE OF PAVEMENT DE(A46`AND SPECIFICATIONS I� EDGE OF PAVEMENT OCTz9,2,021 -��[ - , - , .L , - . - , - , - . --w- , - . - . - , - , - , - , - , - , - , - , -w- ' - - _� - , - , _, LI - , _ , - , - , .L ,I- �. - . - . - „w. . - � . - , - , - ' -W- ' - ' - L1 I W- y^ -��„�, ^ TYPICAL FOR OR RESIDEVMIAL INE� p -YY- -w- � a` � p STRUCTURES V! SERVICE LINE TYPICAL FOR SERVICE LINE TYPICAL FOR y i Cl Z (Wells Road) I "DIA BLACK STEEL GAS y DIA BLACK STEEL GAS THESE PLANS ARE AN INSTRUMENT OF V RESIDENaAL BUILDINGS SERVICE AND ARE THE PROPERTY OF THE G1 RESIDENCIAL BUILDINGS X yy� - Y "DIA BLACK STEEL GAS / I"DIA BLACK STEEL GAS "'- JC Wells 20 ^ ti SERVICE LINE TYPICAL FOR O( 5ERVICE LINE TYPICAL FOR I - ARCHITECT. INFRINGEMENTS WILL `, Y RE5IDENCIAL BUILDINGS G1 RESIDENCIAL BUILDINGS venue N "`"- D BE PROSECUTED rn LNG,UN,M1 DPRGROUND -j./ aoaa ALL RIGHTS RESERVED GAS GAf GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G GAS GAS GAS GAS GAS G S GAS GAS GAS GAS GAS G -GAS-GAS-GAS- DRAINAGE CALCULATIONS DRAINAGE CALCULATIONS y ( FOR MIXED-USE BUILDING AND PARKING LOT FOR RESIDENTIAL BUILDINGS ZONE A: _ ZONE I : y I BASED ON SURVEY BY: PROVIDE (1) &D A X07'1 DRY WELL(95.G CF) PROVIDE()8'I SITE PLAN: U T I L I T I E S B DIA X 7' DRY WELL = 295.G CF Robert 1. Brown I JOHN C. EHLERS LAND SURVEYOR ZONE B: ZONE 2: G EAST MAIN STREET RIVERHEAD, NY 1 1901 Architect, P.C. N I SCALE: 1 = 3o DRAINAGE /fll�/// PROVIDE (R08' DIA 4?DRY WELL(CI G8.9 CF) PROVIDE(I) 8' D A X 9' DRY WELL =380.2 CF I - DATED : I 0-08-2019 20 Ba Ave. Green port NY 0�0 SCTM No. 1000-G 1 -4-1 / ZONE C: ZONE 3: P y SANITARY 578.7 SF ROOF X O.17 - 98.4 CF 2,15G.5 SF X 0. 17 = 3GG.5 CF lno@ribrownarchitect.00111 PARCEL ZONED HAMLET BUSINESS HB PROVIDE (1)8 DIA X 3 G DRY WELL= 147.5 CF PROVIDE(1) 8 DIA X 9 DRY WELL = 350.2 CF 631-477-9752 I ! ELEVATIONS REFERENCE NAVD '88 DATUM ZONE D: ZONE 4: a I (854.2 SF ROOF + 1,58G.4 SF PARKING)X 0.17 = 414.9 CF 2,15G.5 SF X O.17 = 3GG.5 CF H AREA = 99,208 SF OR 2.28 ACRES PROVIDE(1)8' DIA X 8' DRY WELL + (1)U DIA X 4' DRYWELL = PROVIDE(1) 8' DIA X 9' DRY WELL = 380.2 CF 50G.7 CF IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ZONE 5: UNLESS ACTING UNDER THE DIRECTION OF A ZONE E: 1,232 SF X 0.17 = 209.4 CF (320.G SF ROOF + 1,479.7 SF PARKING)X 0.17 = 30G. I CP PROVIDE (0 8' DIA X 7' DRYWELL = 295.E CF LICENSED ARCHITECT,TO ALTER ANY ITEM ON PROVIDE (1) U DIA X 7' DRYWELL+ (1) U DIA X 4' DRY WELL = THIS DRAWING IN ANY WAY.ANY AUTHORIZED 4G4.3 CP ALTERATION MUST BE NOTED,SEALED,AND ZONE F: DRAINAGE CALCULATIONS DESCRIBED IN ACCORDANCE WITH THE LAW. (1,450.5 SF ROOF + 1,788.E SF PARKING)X 0.17 = 555.7 CF FOR RESIDENTIAL DRIVEWAYS PROVIDE(1) 8' DIA X 10'-0 DRYWELL+ (1) 8' DIA X 4' DRY WELL = G 12.3 CF DRIVEWAY 1: ZONE G: I,OG5 SF X 0.17 = 181 CF 1,837.G 5P PAVING X 0.17 = 3 1 2.4CF PROVIDE(1) B' DIA X 4'-G" DRYWELL = 1 90. 1 CF Q 2 PROVIDE(1) 8' DIA X 8' DRYWELL = 337.5 CF DRIVEWAY 2: > ZONE li: 985.G SF X 0.17 = I G7.G CF 1,592.G SF PAVING X 0. 17 = 270.7 CF PROVIDE(1) U DIA X 4'-G" DRYWELL = 1 90. 1 CP r PROVIDE (1)8' DIA X 7" DRYWELL = 295.G CF DRIVEWAY 3: �'T r - ZONE I: 1,124 SF X 0.17 = 1 90.1 CF 0 1,330.3 51'PAVING X 0. 17 = 22G.2 CF PROVIDE (1) 8' DIA X 4'-G" DRYWELL = 190. 1 CF i PROVIDE (1)8' DIA X 7' DRYWELL = 295.G CF DRIVEWAY 4: ZONE J: 1,020 SF X 0.17 = 173.4 CF 1,259.7 SF PAVING X 0. 17 = 219.2 CF PROVIDE(1) 5' DIA X 4'-G" DRYWELL = 190. 1 CP CLIENT/OWNER PROVIDE(1) 8' DIA X 7DRYWELL = 295.G CF HARD CORNER GRATE AND FRAME OR CQVEP, PARTNERS LLC ALLOW 3"MIN FOR ADJUSTMENT GRADE VARIES 53530 MAIN ROAD wmw- SOUTHOLD, NY 11971 S" PVC TO CONNECT REINFORCED TRAFFIC HEARING BASINS (TYP) POURED CONC. COVER RECEIVED fz PVC TO CONNECTNECT PROJECT TITLE ROOF LEADERS (MIN) WRAPPRECAWRAPAP SILT FILTER FABRIC SEP 2 9 2022 ST AROUND D.B. Southold Town CQNC, RING N 1•-0" GRAVEL BACKFILL MIXED USE w Planning Board > ¢ Af 1 - DRAWING TITLE SITE PLAN UTILITIES DRAINAGE SANITARY NO WATER AT 17• BELOW GRADE DATE SCALE Aug lo,202z 1"=30' LEACH I N G 15A51 N DETAIL DRAWING NO. SCALE: 114" = 1'-0" z N E E s O O E N U- p to = ISSUES/REVISIONS 3 N O) O c o 3 Q Land Now or Formerly of: Land Now or Formerly of: i Story 13 :� -3 3 z -W Dents Salzman 4, Reglna Salzman Building 7 n Land Now or Formerly of: Llsa Schuler Esteves Holding Corp. Andrea WC155 MIN 15 DRIVEWAY g, H. (Right of Way) Land Now or Formerly of: Esteves Holding Corp. d rl Ve Wa —�'-masonry wall along line to be removed S 15°5 5 5 0 E WALKWAY LIGHTING ON 3 ,_, — , — — — — — — POST.SEE SEPARATE CUT PROPERTY LINE SHEET O O O 6. 4 � � k ° ° X X X ° i `� © © Q (D OOOO O CV OO O° OO O O O O O PROPOSED APPROX LOCATION TREE 1 © 0 @ V°O Q i5 LIGHT LE SEE CUTS EE LOADING c ® @ O o SILT FENCE AROUND OPOSED CONSTRUCTION. LINE SEPARATE FROM 0 Ln ° ! NATURAL VE TATIiON TO ° ° s SEE DETAILS MIN.z" Fe a REMAIN E CEPT INVASIVE O o ED E ° °;..pro CALIPER ou ER © © VINES A OTHER NOXIOUS � IDEW L OO OO O O ©©PI I PLANTS ° �g1 , O _ ,� _ ,_�, ® NATURAL / as��f►��`-s-i-sa�r- �+ s��F s��►�-�� +ems �� rs��r- ------------------ ----� �/ 07 VEGETATION o G LAWN LAWN 7 �- o o /O o�j' �1 EXISTING STREET TREE -- �-" lJ I I d- APPROX.LOCATION rss 3 IN.2" !I t__ @ � LAWNS - r- 1 Zan LI101GHT t _I • v ! POLE LAVVN 0 'I o © I o I _ ° O 'I O I I O V J w PAVED WALK AVED W K CALIPER I OO <LAW�0 I 15 PROPOSED STREET TREE C) uAPPROX.LOCATION ° ;<,;•- ALKWAYLIGH G - p LAWN - 4 © @ ON 3'POST. E l , � WALKWAY L HTI TO EDGE OF o SEPARAT i AL Y LIGHTIICIG ON 3'POST.S E (nSIDEWALK t5 LIGHT O '33 POAST SEE SEPARATE C T SHE•P"� LAwN POLELA SEPARATE CUT SHEEv ° � ONLY Z,z , ' LAWN Oo LAWN LINE SEPARATES I LAWN n 1`f LAWN FROM 4 NATURAL @ ° o Xc - e Z © - ° s VEGETATI / I o �O �AL AY LIGHTI OO © i ONPOST.SEE �� zsa / - SEPARATE CUT SH T _ ! ! ° O I o I EXISTING STREET TREE . EXISTING STREET THE .,✓ PRO� APPROX.LOCATION APPROX.LOCATION RPC [STING STREET APPROX.LO ATIONEE APPROX.LOCATION edge ot pavement 20 PROPOSED STREET TREE APPROX.LOCATION PROPOS EETTREE PROPOSED STREET TREE Wells PROPOS STREETTREE APPROX.IOCAfi� APPROX.LOCATION (Wells Road) Avenue APPROX. CATION — 20 EXISTING TREE LEGEND PROPOSED PLANTING LEGEND SITE PLAN: LANDSCAPING BASED ON SURVEY BY: LANDSCAPE COVERAGE JOHN C. EHLERS LAND SURVEYOR BUILDING AREA : 13,195 SF ALL EXISTING TREES NOTED AND LOCATED ARE SHRUB/ EVERGREEN BROAD LEAF 6 SCALE: 1�� = Or G EAST MAIN STREET RIVERHEAD, NY 11501 '�/� SIDEWALKS: 3,5 12 5F CALIPER OR LARGER. 3 LIGHTING �i�� DRIVEWAYS: 4,297 SF X I HOLLY, HETZ JAPANESE (5' TALL) 2 EA. oho' DATED 10-08-2019 � PARKING LOT: I I,052 SF O OAK TREE IN VARIETY 5CTM No. 1000-G 1 -4-1 TOTAL IMPERMEABLE SURFACE: 32,05G ° LOCUST TREE IN VARIETY 2 OZMANTHU5 'GULFTIDE' (I O' TALL) 5 EA. PARCEL ZONED HAMLET BU51NE55 HB TOTAL LANDSCAPE: G7, 152 SF OCT 29,2021 ELEVATIONS REFERENCE NAVD '88 DATUM LANDSCAPE COVERAGE: G7.7% © CEDAR TREE IN VARIETY TREE DECIDUOUS AREA = 39,208 SF OR 2.25 ACRES © WALNUT TREE IN VARIETY 3 CHERRY YOSHINO (25'TALL) 3 EA. THESE PLANS ARE AN INSTRUMENT OF @ MAPLE TREE IN VARIETY 04 DOGWOOD KOUSA (30' TALL) 3 EA. SERVICE AND ARE THE PROPERTY OF THE IRRIGATION CALCULATIONS ARCHITECT.INFRINGEMENTS WILL NOTE: ALL EXISTING TREES SHOWN ARE TO X 5 HORNBEAM COLUMNAR (35' TALL) 2 EA. BE PROSECUTED LANDSCAPE AREA: 28,47 I SF REMAIN � zoaa ALL RIGHTS RESERVED ASSUME 30 ZONES AND I" DIA. PIPE. 6 REDBUD FOREST PANSY (25' TALL) 2 EA. RUN PER WEEK= 30 ZONES X 3 20 MIN = 1800 MIN WATERING TIME. PARKING LOT LANDSCAPE 7 ZELKOVA (50' - 80' TALL) 4 EA. CAPACITY @ 30P51 W/ I" PIPE = 50 GPM MAX CALCULATION TREE EVERGREEN 1800 MIN X 50GPM = 90,000 GAL/WEEK = 9 GPM....ALLOW 10 GPM 30 SPACES @ 10 SF PER SPACE {- = 300 5F LANDSCAPED AREA IN PAVED 8 ARBORVITAE GREEN GIANT (30' TALL) 29 EA. Robert I. Brown PARKING AREA. PROVIDED: STREET TREES Architect, P.C. (2) AREAS @ 151 SF + (1)AREA @ 247 SF = 549 SF EACH WITH MIN. 2"CALIPER TREE. 2,o Bay Ave. Greenport NY AL50 (1) AREA I I G SF WITH LAWN ONLY 9 WILLOW OAK (50 TALL) 19 EA. info@ribrownarchitect.com 631-477-9752 0 0 0 o 0 o ' — '—' //'��(� 'yam — ' — ' — ' — - — ' — - — - O O 0 OO O° O O IT IS A VIOLATION OF THE LAW FOR ANY PERSON, �NJ. JI X X ° © © © O ° Q O @ O O O @ UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED © OO OO OO © © QO O YmC ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. M 1 O 0@ O _ O w a Ro c� 3�f G �A� �X N - _ 3 I - X x (x n CD CD M N concrete walk 1S�f ® O CLIENT OWNER test ,o1e V ° ° o - HARD CORNER • �' I i o PARTNERS LLC M X _ ° O 0 ® RECEIVED 53530 MAIN ROAD O � SOUTHOLD, NY 11971 SEP 2 9 2022 Southold Town PROJECT TITLE Planning Board MIXED USE Wells (Wells Road) Avenue DRAWING TITLE S I T E P L A N: TREES LARGER THAN BASED ON SURVEY BY: SITE PLAN JOHN C. EHLERS LAND SURVEYOR LANDSCAPING SCALE: 1" = 30' 6" CALIPER G EAST MAIN STREET RIVERHEAD, NY 11001 '///zv/j) LIGHTING O�0, AND OBSERVATIONS BY CREATIVE ENVIRONMENTAL DESIGN DATE SCALE X INDICATES TREES TO BE REMOVED Sept 21,2022 ]"=30' DUE TO CONSTRUCTION DRAWING NO. INDICATES TREES TO BE MOVED DUE TO CHANGE IN GRADE ISSUES/REVISIONS BUILDING 1 I Building I I I I I I I MIXED USE BUILDING 3 COMMERCIAL UNITS ON —' FIRST FLOOR DRIVEWAY (Right of Way) Land Now Pr Formerly of: EStCVe5 Holding Corp. I ( I•--rv�1^1 J••1 fnOFN xy f � III(III_ k a . �.- drIvewa 3 AFFORDABLE APARTME TS S15*55 50 ON SECOND FLOOR PROPERTY LINE FIN FLOOR EL. 2G.5' �O �---_-.rL IIIi --mi II(I1III III I I�0 ----- 'NN� r�--�44►'�—��I L� �f- ---- . O w Nl r_ O -j L -71 1 _- U L J tQ�` L J I hole 24 I P1J. PERTY LINE I ds M w EDGE OF PAVEMENT N 15°45'10"W C SED ' P re 9 EV I -'' CON�RETE CONCRET�`� SIDE ALK SIDEWALK- I I I EDGE OF PAVEMENT ( I ( I (Wells Road) AvhUC,---,, I 2 i I 0 1 2 We �s- 20 3 5 6 7 SITE PLAN: CUT AND F I L L SUMMARY: BASED ON SURVEY BY: SCALE: I" = 30' A. EXCAVATION SOIL BY BUILDING JOHN C. EHLER5 LAND SURVEYOR 1. RESIDENTIAL BUILDINGS = 1,330 CY G EAST MAIN STREET RIVERHEAD, NY 11901 o o' 2. MIXED USE BUILDING = 1 ,25G CY DATED : I 0-08-2019 TOTAL EXCAVATION = 2,58G CY SCTM No. 1000-G 1-4-1 / B. FILL AREAS BY 100 FT SEGMENTS PARCEL ZONED HAMLET BUSINESS HB 0-1 NO FILL ELEVATIONS REFERENCE NAVD'88 DATUM 1-2 NO FILL 2-3 NO FILL AREA = 99,208 SF OR 2.28 ACRES 3-4 ADD 370 CY 4-5 ADD 2,222 CY 5-G ADD G-7 NO FILL 7 Y OCT 29,2021 INDICATES EXISTING CONTOUR LINE TOTAL ADD/REDISTRIBUTE = 2,9G2 CY NET VOLUME INDICATES PROPOSED CONTOUR LINE RESULT: NEED APPROX. 100 CY FILL TO COMPLETE THIS PROJECT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED 18•-0•'MI C.to C. v --/ GRADE p a W Robert I. Brown 1 Story j ,( '• Building ,� '� Z s"nal = LL Architect, P.C. oy� Zo55 Bay Ave. Greenport NY driv Ayght of Way) Land Now or Formerly of: Esteves Holding Corp. drivewayin o@ribrownarchitect.como 975 63 477 1- - 2 _ k 6 6 4. 12 PERSPECTIVE VIEW my wall a on e IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A 36" MINIMUM 2 x 2 LICENSED ARCHITECT,TO ALTER ANY ITEM ON I I N FENCE POST THIS DRAWING IN ANY WAY. ANY AUTHORIZED DESCRIBED MUST BE NOTED,SEALED,AND ESCRIBED IN ACCORDANCE WITH THE LAW. - WOVEN WIRE FENCE pp (6 x 6 - 10110 WWF) i- — ;; 1 i 1 R7 20 - d- > FILTER CLOTH N ci N ---- O I J ______ J______ --- L --- • + X- 5 ----, F---- 7O EMBED FILTER CLOTH GOE^\ (n W 15 MIN. 6" INTOGROUND z; " v �e L__ 1 I Z.I r_1---- ° _— o O concr e wa N __ -- ____ L__J L____ f —L__ J Q r- CLIENT/OWNER _ rr �� rr _ L--J 1 I PROVIDE GEOTEXTIL FABRIC VIDE GEOTtTILE FABRIC PROVIDEIGEOTIfrI FABRIC PROVIDE GEOTEXTILE FABR -r 2 2 O � `� NOTE: ' I AVER SOIL.TOP WI H G"THICK " / OVER SCLI_TQIj WITH G"THICK OVER SOIL.TOP WITH " l(LK _j OVER IDOGEOOP WI THFG"FABRIC 1— 0 U OVER SOIL.TOR WITH 6"THICK I MAXIMUM DRAINAGE AREA � - � COURSE AGGREGATE GRAVEL COURSE AGGREG GRAVEL (A— U v , ° POURSE AGGREG E GRAVEL COURSE AGGR GATE GRAVEL 501E COU E AGGREGATE G EL O _ HARD I I 12' 8'X 2'D / STOCKPILE �� U 1/2 ACRE / 100 LINEAR FEET CORNER ICONSTRU N ENTRANCE O ? El NCRETE CONSTRUCTIO ENTRANCE TO AREA Zew_TR1.CTION ENTRANCE TO CONST ON ENTRANCE TO CONSTRUCTION ENTRANCE TO L- ` I5 WN FROM PROPE TY ' ASHOUT SLOPE DOWNOM PROP TY SLOPE DOWN FROM PROPERTY SL DOWN FROM PROPERTY SLOPE DOWN FROM PROPERTY O PARTNERS LLC z I LINE AT A SLOPE OF 5:I CONTAINER LINE AT A 5LOPE OF 5 LINE AT A SLOPE OF 5:I E AT A SLOPE OF 5:I LINE AT A SLOPE OF 5:I �U �_-----_� O30"X30"X 15"CONCRETE — ; — 1 - WA5HOUTCONTA ER 2,� SOIL s- O SECTION DETAIL 5353o MAIN ROAD 5TOC LE X 30"X 15"CONCRETE 0- 1 o p ; y, O A� o VSHOUT CONTAINER SOUTHOLD, NY 1 — — - `� c9 ;3; n 00 SILT FENCE DETAILS 1971 cE To° 45 1 O W CONSTRUC 4 SLOPE OF EXISTING `' SCALE: NTS PROJECT TITLE GRADE TO PROPERTY LINE F,{ 1 7R' 1001 ed of pavement e O pavemen 2 60"X GO"X 12"CONCRETE CONSITRUC N WA51HOUTCONTAINER RECEIVED MIXED USE � Wells ENTRANCE -- Z (Wells Road) 20 Z Ave SEP 2 9 2022 DRAWING TITLE Soot old Town SITE PLAN Planning Board CUT AND FILL BASED ON SURVEY BY: CONSTRUCTION ENTRY ETC. SITE PLAN: CONSTRUCTION ENTRY JOHN C. EHLER5 LAND SURVEYOR EROSION/SEDIMENT CONTROL G EAST MAIN STREET RIVERHEAD, NY 1 1901 '1/////// DATE SCALE CONCRETEWASHOUT AND SOIL STOCKPILE SDATE[) : 110CTM No.0-08-20 4-1 Septz >"=30' DRAWING NO. PARCEL ZONED HAMLET U5INE55 H5 SCALE: 1 = 30' ELEVATIONS RE EREN EN AVD'88 DATUM 0 5 10, 20, AREA = 99,208 SF OR 2.28 ACRES INDICATES EXISTING CONTOUR LINE ISSUES/REVISIONS Building Building DRIVEWAY (Right of Way) Land Now or Formerly of: Esteves Holding Corp. DRIVEWAY (Right of Way) Land Now or Formerly of: Esteves Holdincj Corp. k S15°55 50 E k k S15°55 50 E k iO; FIN FLOOR EL. FIN FLOOR EL. _ 2G.5' 2G.5' Ln tI1 UII I NOTE: A t3f L__-- o NOTE: A -E=3-F ---L__-- z Z° CURBS TO-SF, r------r I Z G" - CURBS TO r---- -y; "MOUNTABLE" I I r____ • "MOUNTABLE" I I r_--_ W I I I I rr^^ I I I V J W i i I 1 V J W 1 C14 --Z, r--r----� � Z� r--r----J L J L---- L J ---- z z 11 N15045'10"W N15°45'10"W Tree 9 EV Tree 9 EV (Wells Road) f' (Wells Road) _. . a Wells Wells S I T E PLAN: TRUCK TURNING S I T E P L A N: TRUCK TURNING SCALE: 1" - 30' ENTRY FROM NORTH ''��/// SCALE: �� = 30' ENTRY FROM NORTH '�i/// OCTz9,zoZ1 O 5 10 20 / � �j O 5 10 20 THESE PLANS ARE AN INSTRUMENT OF MAX. TRUCK SIZE 35' X 8� MAX. TRUCK SIZE 35' X 81 SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Building Robert I. Brown Building Architect, P.C. DRIVEWAY (Right of Way) Land Now or Formerly of: Esteves Holding 205 Bay Ave. Greenport NY Corp. 1riT0@rlbrownarehitect.com k S15055 50 E k DRIVEWAY (Right of Way) Land Now or Formerly of: Esteves Holding Corp. k S 15°5 5 5 0 E 631-477-9752 k FIN FLOOR EL. ___- IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 2G.5' UNLESS ACTING UNDER THE DIRECTION OF A FIN FLOOR EL. LICENSED ARCHITECT,TO ALTER ANY ITEM ON Lo 2G.5' THIS DRAWING IN ANY WAY.ANY AUTHORIZED (� ALTERATION MUST BE NOTED,SEALED,AND O PIC$ � DESCRIBED IN ACCORDANCE WITH THE LAW. O N NOTE: A t3f v� CURBS TO r----� N Zy tr O 'M •� • N MOUNTABLE.. I I ---- I ---- NOTE: ALL 1�f------ ---- ,, . I I • �M CURBS TO -----r J • 1 I S "MOUNTABLE" w N L J L---- O L :..... J L---- CLIENT/OWNER z HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 N15°45'10"W ,�' N15°45'10"W PROJECT TITLE Tree 9 EV Tree 9 EV (Wells Road) �1 MIXED USE Wellsw (Wells Road) Wells DRAWING TITLE ED SITE PLAN SITE PLAN: TRUCK TURNING RECEIVED CUT AND FILL SCALE: 1" = 30v .,//'zzi SITE PLAN: TRUCK TURNING SEP 2 9 2022 ENTRY FROM NORTH SCALE: 1" _ ��I Town DATE 3 �� bout old SCALE MAX. TRUCK SIZE 35 X 8 �o ENTRY FROM NORTH ///// Planning Board Aug 10,202,2 1"-30' MAX. 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INFRINGEMENTS WILL too boo too boo 000 boo 00o 00o boo boo too too too boo t.00 too boo 000 boo boo boo boo boa boo boo 000 too 100 boo too b.00 too too too too boo too 00o too too too too t.0o boo too boo too too too boo boo too 00o too boo 000 too too too b.00 boo t.00 *0 00 boo too 000 too boo *0 DO 100 too boo 000 00o too 000 000 000 too boo 00o 000 boo boo boo boo 000 I BE PROSECUTED zozz ALL RIGHTS RESERVED too 00o too boo 00o too 000 000 00o boo boo too too too t.00 b.o0 too 000 00o too boo boo boo boo boo boo too 0.0o boo Soo too 000 00o boo boo Soo 00o boo boo 00o too boo 000 000 000 000 boo boo 00o too too boo 000 boo bao 00o boa 00o too too boo too too b.00 too too 000 000 boo 000 00o boo 000 00o bao b.00 bao 00o boo too 000 00o boo too 000 *0 Do 00o i j Robert I. Brown : ! Architect P.C. ao Bair Ave. Greenport NY 4 i i�Po@ribrownarchitect.com } � @ I If I - - 477 . 717-11IIII 'M 3 975 . . I i' 1 2 1 I . . I. 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K,. °� P A T R NE£� .� r � R L 6 °u, y, rY^"' '1#� art'-'' S L ..,n. .r. �# -i'� I i-bc4 i, .b - I - Y "a 151 _ �F .'+l B 1�.' a ' '�" il' ' 'itt ^" �. . "3% -P 1! @` d n "- .. 0, �`' o MAIN R t ,� `` 5353 a YM �-'fi. "q. 1' - - i a'#' - CIF Y � t': L Gp'£ t Ewa , .w 4 j�. ,r t N itll - 11 �r;? � .:� �, .z . :� � , '�a�.h. .�, I 1, SOUTHOLD NY ii i Ikr. . `h d'.-a# r._ x ffii I. � If cfl� 11v �,:. ' Iq., I ,r 4 ;•�.... ,.�+ .err � yy I �:n i- - ��'`' �:, i. ♦ < _� ^ems,,, .� °'a- 1M: I' .I_ ,r' *, t) , ,1"= .. .` tI $ l' >�,,.. s .�r PROJECT :_ . u.1 s' TITLE . _i : . .. r ., - - pp - ,- - , r 1. - mv.p } y _ . :, -V �' . _ w rLj �. r .•"'.. T q� p.,. @IRv w .,wme ��r w n. 1. i § "'s°; 1►�n "t; m.ar, �9E ....a,'a'..»>..� ..s: L:,..re .,> '44'. •=",+?h'^P7M"- ' '4 x ,:z aar1. 1 �,. .sue..,_.,.., ro, ,:/, t �,- It" ,_,ice", `. ',.�„w,. ., • "�S. - '. � ' , 3Y . e��, � F ,d4'�"f .. 'l �^' +b +. r�ne.,z . ..nw wry - :,:�'*�..ydYr» r "e' ':r". 01. II- 'z.x T^ yr... ",tea«`"";,;'=:.r�rv»�:.s�y"":; 1 r a, 1.t IM' } ' ' !` ' - t �� . .. V l *.. ra y r .,. -.,. ,_,. ,. r. ,. `"^.7we v> *wr->n`sr•, R. 1s +,w., ', m yea�F+", '5�, .-�6, ,, * ,,,..:,,,.,,:, I„Fs.: •fir^ I - ' MIXED USE , ., ,�„r.F Mr,y° r2•-, R, . - - - , � i - 1 I }. � q �t _ , 1. "' x RECEIVED d-/ DRAWING TITLE w wm�r _} s I __ -.- �°#` ' 1 1 .,, _'; ., 2 Zo22 SITE PLAN I e SEP LIGHTING STUDY i I t „ '"" , . b,,k w a� 1 - Southold Town . Planning Board ,o-,.�..r. I DATE SCALE , .: I io,zozz f"=30 Aug DRAWING NO. - - I - /� PLOT TO 22"X34"PA E Calculation Summary Expanded Luminaire Location Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type Grid Z ISSUES/REVISIONS BIdg2 Drive Illuminance Fc 0.03 0.2 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 LumNo -Tag:( Y MTG HT orient Tilt BIdg2 walkway Illuminance Fc 1.24 2.7 0.3 4.13 9.00 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 2 B 9799.369 -5770.396 17.5 90 0 2 B 9799.369 -5774.136 17.5 270 0 BIdg3 Drive Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 3 C 9808.829 -5709.192 17.5 270 0 1 Ell BIdg3 walkway Illuminance Fc 0.59 2.1 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 4 4 Horizontal 0 4 E 9663.152 -5693.255 3.5 270 0 9 It BIdg4Drive Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 5 E 9665.73 -5702.102 3.5 0 0 BLED5-42Y ;� BLED5-42Y BIdg4 walkway Illuminance Fc 1.36 2.9 0.5 2.72 5.80 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 6 E 9665.644 -5713.512 3.5 0 0 119 s BIdg5 Drive Illuminance Fc 0.03 0.2 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 7 E 9665.729 -5725.267 3.5 0 0 $ r 8 E 9665.73 -5737.021 3.5 0 0 s BIdg5 walkway Illuminance Fc 1.34 3.1 0.2 6.70 15.50 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 a 1 1�e Technical Specifications(continued) 9 E 9674.084 -5699.305 3.5 90 0 F s.i R o Project: Type: Landscape Illuminance Fc 0.02 0.1 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 18 E 9671.226 -5742.927 3.5 0 0 gB g,a Construction Other Electrical Landscape 5 Illuminance Fc 0.33 0.5 0.2 1.65 2.50 Readings taken @ 0'-0"AFG 10 10 Horizontal 0 20 E 9664.329 -5757.474 3.5 90 0 g a g c gg Finish: Warranty: Driver: 21 E 9671.222 -5757.642 3.5 0 0 € °s a s 3 t Formulated for high durability and long-lasting RAS warrants that our LED products will be free Multi-chip 5W high output long life LED Driver Landscape_1 Illuminance Fc 0.14 2.3 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 a _:� Prepared e : Date: 9 9 P P 22 E 9679.933 -5773.813 3.5 90 0 x a 2 s Y color from defects in materials and workmanship for a Constant Current,Class II,120V-240V,50160 Hz, Landscape_2 Illuminance Fc 0.09 0.2 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0a G` period of five(5)years from the date of delivery 400mA 23 E 9687.835 -5774.407 3.5 0 0 r$3 a fi Anchor Bolt: Landsca e_3 Illuminance Fc 0.27 1.6 0.0 N.A. N.A. Readings taken 0'-0"AFG 10 10 Horizontal 0 �s t to the end user,including coverage of light P 9 @ 24 E 9687.539 -5786.622 3.5 0 0 �,s r it£� Ii R The anchor bolts for the BLED's have the output,color stability,driver performance and Landscape_4 Illuminance Fc 0.01 1.2 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 25 E 9687.242 -5798.911 3.5 0 0 � s� _ _ following dimensions 1/2-13 x 12 1/4"long fbdureflnish.RAB's warranty is subject toall c with 2 3/4"hook.Available onlinefile terms and conditions found at Offsite Illuminance Fc 0.00 0.04 0.00 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 26 E 9687.613 -5811.051 3.5 0 0 r t n a s Driver Info LED info Green Technology: reblichtinq conywa rents 27 E 9687.539 -5825.119 3.5 0 0 Parking Lot Illuminance Fc 1.39 4.6 0.1 13.90 46.00 Readings taken @ 0'-0"AFG 10 10 Horizontal 0 [g t 1 R Type Constant Current Watts 5w Mercury and UV free.RoHScompliant Equivalency: 28 E 9726.87 -5777.174 3.5 180 0 R Property Line Illuminance Fc 0.01 0.04 0.00 N.A. N.A. Readings taken @ 0'-0"AFG 10 N.A. Horizontal N.A. ; Itg t2ov o.1A Color Temp 3000K(Warts) components. Equivalent to 13W CFL or SOW Incandescent 29 E 9726.981 -5789.634 3.5 180 0 208V 0.06A Color Accuracy 87 CRI ROW Line Illuminance Fc 0.01 0.04 0.00 N.A. N.A. Readings taken @ 0'-0"AFG 10 N.A. Horizontal N.A. 30 E 9726.981 -5803.748 3.5 180 0 - t Professional Grade LED Bollards compliment an Buy American Act Compliance: p y pathway or landscape design. 240V 0.05A L70 Lifespan 100,000 Hours Walkway Illuminance Fc 1 1.68 1 4.9 1 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 1 4 4 Horizontal 0 31 E 9726.908 -5817.271 3.5 180 0 21 Low profile 5W Square LED comes in Cool,Warts and Neutral color temperatures. 277V N/A Lumens 128 RAB values USA manufactudngl Upon request, Bollards come m 18,36 and 42"versions RAB may be able to manufacture this product to 32 E 9726.981 -5830.479 3.5 180 0 .1Input watts s.zw Efficacy 24s 1rn/vV be compliant with me BuyAmerican Act(BAA). 11 II quotes/orders generated from this layout must be forwarded to the Local Rep Agency 33 E 9735.058 -5774.225 3.5 90 0 Color Bronze Weight 11.8Ibs Please contact customer service to request a 0 S m quote for the product to be made BAA roject:Parking Lot 34 E 9663.716 -5827.385 3.5 270 0 rn a compliant. gym Qty T g La el Arr Lum.Lumens rr.Lum.Lumens LLF Description BUG Lum. Arr. Total 35 E 9678.698 -5832.726 3.5 90 0 3 o 37 E 9699.443 -5832.844 3.5 90 0 - - -- - - -� -- Rating Watts Watts Watts I 3 �-� 1 C ALED3T50Y-SS-B Single 6139 6139 1.000 ALED3T50Y+ALED150SS(BACK SIDE SHIELD B1-U0-G2 54.5 54.5 54.5 38 E 9715.244 -5832.844 3.5 90 0 °° Acc Technical Specifications Dimensions Features 39 E 9743.212 -5738.818 3.5 180 0 o High out f1 1 B ALED3T50Y x 2 @ 180° Back-Back 6377 12754 1.000 ALED3T50Y(Pole Mounted,Type III) B1-U0-G2 53.5 107 107 40 E 9743.241 -5750.806 3.5 180 0 0 v Compliance Lumen Maintenance: Mounting: zz put LED tD ' 1D 0 n �. UL Listed The LED will deliver 70%of its initial lumens at 42"Bollard 100,000-hour life 45 E 9746.834 -5753.263 3.5 249.652 0 o 100,000 hours of operations Superior heat sinking with die cast aluminum housing N Suitable for wet locations Cold Weather Starting: r c 46 E 9685.609 -5699.305 3.5 90 0 y A - 154 ro fO n n s_ Meets Color Consistency: Minimum starting temperature is 47 E 9697.133 -5699.305 3.5 90 0 o N „ IESNA LM-79&IESNA LM-80 Testing: 40°C(40°F) LLL LuminaireSchedule a 3-stepMacAdam Ellipse binning toachieve 48 E 9708.658 -5699.305 3.5 90 0 RAB LED luminaires and LED components have Maximum Ambient Temperature. ti i c, � consistent fixture-to-fixture color Project:Project-1 been tested by an independent laboratory in 7e m 49 E 9720.182 -5699.305 3.5 90 0 g Suitable for use in up to 40°c(1oa°F) � S m Tag Label Arr Lum.Lumens Arr.Lum.Lumens LLF Description Lum.Watts Arr.Watts Total Watts BUG Rating accordance with IESNA LM-79 and LM-80. Color Stability: Y ty 9 P 9 50 E 9731.707 -5699.305 3.5 90 0 Gaskets: j Dark Sky Conformance: LED color temperature is warrantied to shift no ( 4 D WPLED5Y Single 128 128 1.000 WPLED5Y(Wall Mounted) 5.3 5.3 21.2 B0-U1-G0 54 E 9737.619 -5706.734 3.5 180 0 more than 200K in color temperature over a 5- High4emperaturesilicone 47 55 E 9737.558 -5721.514 3.5 180 0 I Conforms to(allows for conformance to)the Y period rein 52 E BLED5-42Y Single 128 128 1.000 BLED5-42Y(3.5fttall Bollard) 5.3 5.3 275.6 B0-U1-G0 requirements for the lDA's"Fixture Seal of year 56 E 9737.517 -5733.868 3.5 180 0 Approval"as of March 1,2016. Color Uniformity: 57 E 9950.753 -5834.165 3.5 180 0 d s Performance RAB's range of Correlated Color Temperature Total Lumens = 12754+ 6139+128x56 = 26,061 3 follows the uidelines of the American National 58 E 10079.884 -5836.612 3.5 0 0 g 3 r a Lifespan: Standard for Specifications for the Chromaticity 59 E 10137.155 -5837.471 1 3.5 180 0 a rn a 100,000-Hour LED lifespan based on IES LM-80 of Solid State Lighting(SSL)Products,ANSI , 60 E 10230.42 -5838.835 3.5 180 0 0 _ 3 results and TM-21 calculations C78.377-2017. 57- i]r NOTES 61 E 9953.918 -5802.825 3.5 270 0 s . d LED Characteristics Construction •The light loss factor(LLF)is a product of many variables,only lamp lumen depreciation(LLD) 62 E 9965.895 -5802.825 3.5 270 0 s r'Z s 9has been applied to the calculated results unless otherwise noted.The LLD is the result(quotient) m m{ -.T Color Temperature: Housing: of mean lumens/initial lumens per lamp manufacturers'specifications. 64 E 10061.976 -5810.761 3.5 270 0 � 3000K Precision die-cast aluminum housing,lens frame 66 E 10156.999 -5800.052 3.5 270 0 •Illumination values shown(in footcandles)are the predicted results for planes of calculation ,3 either horizontal,vertical or inclined as designated in the calculation summary.Meter orientation 67 E 10233.723 -5811.235 3.5 270 0 is normal to the plane of calculation. 68 E 10245.628 -5811.055 3.5 270 0 s PROPOSED POLES TO BE MOUNTED 69 D 10256.63 -5803.84 8 270 0 The calc ulated results of this lighting simulation represent an anticipated prediction of system ON 30"TALL CONCRETE BASE. a performance.Actual measured results may vary from the anticipated performance and are subject70 D 10163.198 -5792.837 8 270 0 to means and methods which are beyond the control of RAB Lighting Inc. BASE TO BE DESIGNED BY OTHERS. ALED3T50Y ALED150SS 71 D 10054.478 -5803.747 8 270 0 •Mounting height determination is job site specific,our lighting simulations assume a mounting 72 D 9976.082 -5796.081 8 270 0 ry m height(insertion point of the luminaire symbol)to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. 73 E 9745.45 -5711.827 3.5 270 0 2 0 M F 74 E 9757.45 -5711.827 3.5 270 0 o< ? Project: Type: Project: Type: •It Is the Owner's responsibility to confirm the suitability of the existing or proposed poles and bases v m o qo to support the proposed fixtures,based on the weight and EPA of the proposed fixtures and the owner's PS4-1 1-1 5 D2 76 E 9744.855 -5774.171 3.5 0 0 site soil conditions and wind zone.It is recommended that a professional engineer licensed to practice 77 E 9671.446 -5769.431 3.5 0 0 in the state the site is located be engaged to assist in this determination. o N w cDi , .. ''•"I" - -..,-.-»---------.----.-» -.. 78 E 9744.786 -5786.493 3.5 0 0 - ' F The landscape material shown hereon is conceptual,and is not intended to be an accurate 79 E 9750.803 -5765.114 3.5 180 0 - ':;�'/�':;+':"ar ,'"n; '.y,:, 'f:,%' Prepared By: Date: -.,.•its?,`. "_�:.•'�'.i ;>:';-:;:J ;,s" Prepared By: Date: representation of any particular plant,shrub,bush,or tree,as these materials are living objects, �' s ' * r Total Quantity:59 €� ; The actual illumination values measured in the field will vary. � f � �s �fi; v'__,.,.s ,rvx.,•�xve.t�rx- '1`1T Photometric model elements such as buildings,rooms,plants,furnishings or any architectural - -, t:.:;�.`s�":' details which impact the dispersion of light must be detailed by the customer documents for inclusion ..,,:-;sl.- i.., a t •y.•, a in the RAB lighting design model.RAB is not responsible for an inaccuracies caused b incomplete Driver Info LED Info 9 9 9 P y Yt{• >i k information on the part of the customer,and reserves the right to use best judgement when translating "' a*•' ' customer requests into photometric studies BLED5-42Y @ Type Constant wane 0w ALEWT50Y-SS-B ALED3T50Y x 2 180 WPLED5Y 0.46A 3 ---- '' 120V 0.4sA Color Temp 3000K(Warm) OCT 29,2021 •RAB Lighting Inc.luminaire and product designs are protected under U.S.and International intellectual m 208V 0.27A Color Accuracy 71 CRI property laws Patents issued or pending apply. Color,Bronze Weight 32.O lbs 240V 0.23A L70 Lifespan 100,000 Hours Weight,0 0 Ibs MAR.lo,2021 277V 0.20A Lumens 6,500 Input Watts 54.6W Efficacy 119 Im/W WPLED5Y WPLED5Y THESE PLANS ARE AN INSTRUMENT OF --- SERVICE AND ARE THE PROPERTY OF THE Technical Specifications Technical Specifications ] ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED - ;.. -<s• .k• Technical Specifications(continued) Compliance Construction Housing, Other , .,. Project: Type: UL Listed: IES Classification: Die-cast aluminum housing,lens frame and B American Act Compliance: 2022 ALL RIGHTS RESERVED LED Characteristics Color Stability: Surge Protection: Buy P mounting arm `�. LEDs: LED color temperature Is warrantied to shift no t KV Suitable for wet locations as a downlight The Type III distribution is ideal for roadway, RAB values USA manufacturing!Upon request, - general parking and other area lighting Mounting: RAB may be able to manufacture this product to t• '; +� 5W,highoutput,long-life LED more than 200K in color temperature over a 5 DLC Listed: ear enod applications where a larger pool of lighting is be compliant with the Buy American Act(BAA). Y P Universal mounting arts compatible for hole Prepared By, Date: This product is on the Design Lights Consortium required.It is intended to be located near the Please contact customer service to request a Color Temperature Color Uniformity: spacing patterns from 1"to 5 1l2"center to (DLC)Qualified Products List and is eligible for side of the area,allowing the light to project quote for the product to be made BAA _ + 3000K center Round Pole Adaptor plate inducted as a rebates from DLC Member Utilities. outward and fill the area. compliant. -�• _ • 'r: RAB's range of Correlated Color Temperature standard.Easy slide and lock to mount fixture P i Color Consistency: follows the guidelines of the American National DLC Product Code:P0000178T Ica Rating' with ease Round pole diameter must be>4"to Standard for Specifications for the Chromaticity IESNA LM-79&IESNA LM-80 Testis mount fixtures at 90°orientation. - -^'^-• 3-step MacAdam Ellipse binning to achieve 9 of Solid Slate Lighting SSL Products,ANSI Ingress protection rating of IP66 for dust and Robert I Brown consistent fixture-to-fixture color 9 9( ) RAB LED luminaires and LED components have Driver Info LED Info P water Reflector. Dimensions ' C78.377-2017. been tested by an independent laboratory in • Type Constant Current Watts 5W Electrical Ambient Temperature: Specular vacuum-metallized polycarbonate 120V 0.18A Color Temp 3000K Warts accordance with IESNA LM-79 and LM-80. y P (Warm) Suitable for use in up to 40°C It04°F) Gaskets: Architect, P.C. 208V 0.18A Color Accuracy 88 CRI Drivers: ! Dark Sky Conformance: LED 5W Wall packs.patent-pending thermal management system.100,000 hour 240V 0.18A L70 Lifespan 100,000 Hours Constant current,Class 2,100-240VAC,50-60 ! Conforms to(allows for conformance to)the Cold Weather Starting: High-temperature silicone gaskets L70lifespan.5-year,no-compromise warranty. Hz,0 18 Amps requirements for the IDA's"Fixture Seal of Minimum starting temperature is-40°C(•40°F) 205 Bay Ave. Greenport NY 277V N/A Lumens 128 �` 7� L y N M � ApprovarasofMaroh1,201s. ThermalMana Management- 1n o@ribrownarchitect.eom Color.Bronze Weight 2.0Ibs r Input Watts 5.3W Efficacy 24.2 Im/W ,�""-"' 9 Performance Superior thermal management design with 631-477 9752 Dimensions Features Lifespan: external Air-Flow fins provides maximum ♦' ..-.--y. High performance LED light engine operational life,even in high ambient il,7frti rO Hour LED tiespati based on IES LM-80 temperature environments 4" Maintains 70%of initial lumens at 100,000-hours resultsults and TM-21 calculations -- rt 17Ac . Weatherproof high temperature silicone gaskets Technical Specifications Weatherproof heat sinking with die cast aluminum housing and external Compliance Cold Weather Starting: Other tins IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UL Listed: Minimum starting temperature is-40°C(-40°F) patents: Replaces 13W CFL or BOW Incandescent �._�.. UNLESS ACTING UNDER THE DIRECTION OF A Suitable for wet locations in downlight position Housing: The WPLED design is protected by patents 2 AYt -"= S-Y ar to o-C Volts LASED ARCHITECT,TO ALTER ANY ITEM ON only Suitable for mounting within 1.2m(4ft)of Precision die-cast aluminum housing and pending in the U S.,Canada,China,Taiwan and - 5-Year,No-Compromise Warranty ALED3T50Y o� o THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALED150SS � ALTERATION MUST BE NOTED,SEALED,AND the ground. mounting plate 1 112"backbox with three 1/2" Mexico. DESCRIBED IN ACCORDANCE WITH THE LAW._ IESNA LM-79&IESNA LM-80 Testing: conduit entry points. Warranty: RAB LED luminaires and LED components have Gaskets: RAB warrants that our LED products will be free been tested by an independent laboratory in High-temperature silicone gaskets from defects in materials and workmanship for a - ---f Technical Specifications(continued) 14.1 accordance with IESNA LM-79 and LM-80. period of five(5)years from the date of delivery Finish: to the end user,Including of light Construction Color Uniformity: BAA Compliance: .oreMD f 1 Performance ng c G 1 +n Formulated for high durability and long-lasting output,color stability,driver performance and rj `z't EPA: RAB's range of Correlated Color Temperature Click jlere for BAA compliance. Lifespan: color fixture finish.RAB's warranty is subject to all follows the guidelines of the American National ;� terms and conditions found at 1 Fixture 0.75 Warranty: 0 100,000-Hour LED Lfespan based on IES LM-80 Green Technology: 2 Fixtures at 90°:1.2 Standard for Lighting (SS for the Chromaticity ANSI ,,. reblightinq.comlwaranty. of Solid State L hies p results and TM-21 calculations 2 Fixtures at 180°:2.4 kJ 9(SSL)Products,ANSI RAB warrants that our LED products will be free , Mercury and UV free.RoHS-compliant E Equivalency: C78.377-2017, from defects in materials and workmanship for a - q cY: 3 Fixtures at 90°:2 4 .151 Construction components. eriod of five 5 ears from the date of delivery OBROI 2sa 06ROUN( Equivalent to 13W CFL or 60W Incandescent P O Y ry osrtaurgRtq oeRouttotvq a Fixtures at so°:1.e Electrical � 1�'ts I Rating: to the end user,Inducting coverage of light rtEv1 Buy American Act Compliance: Finish: Driver: output,color stability,driver performance and - J Ingress protection rating of IP66 for dust and Formulated for hi fixture finish,RAB's warranty is subject to all 1,G0a water RAB values USA manufacturing)Upon request, high durability and long-lasting Constant Current,Class 2,1400mA,100-277V, terms and conditions found at � 1' '`' J Ambient Temperature: RAB may be able to manufacture this product to color 50-60Hz,0.8A,Power Factor 99% P be compliant with the Buy American Act(BAA) Cablightinq comN✓aranty. �� a lit Green Technology: THD: Suitable for use in up to 40°C It04°F) Please contact customer service to request a Equivalency: quote for the product to be made SAA Mercury and HIV free.RoHScompliant 6.1%at 120V,9.4%at 277V Equivalent to 200W Metal Halide 6,fe eaoo compliant. Power Factor. Buy American Act Compliance: r LED Characteristics 99.6%at 120V.96%at 277V LEDs: RAB values USA mamanufactur Upon request, CLIENT OWNER Surge Protection: RAB may be able to manufacture this product toL / Multi-chip,high-output,long-life LEDs be compliant with the Buy American Act(SAA). PS4-11-15D2 PS4-11-15D2 1 6kV surge suppression protection tested in R250 Color Consistency: accordance contact customer service to request aance with IEEE/ANSI C62.41.2. quote for the product to be made BAA sa1 °� HARD CORNER 3-step MacAdam Ellipse binning to achieve Other compliant. -- ------------------ Technical Specifications(continued) consistent fixture-to-fixture color Patents: Optical PARTNERS LLC Color Stabile The ALEDTM design is protected b Project: Type: Stability: g p y patents BUG Rating: Construction Pre-Shipped Anchor Bolts: Other LED color temperature is warrantied to shift no pending in the U.S.,Canada,China,Taiwan and SO UO GI P PP P q Terms of Sale: more than 200K in color temperature over a 5- Mexico ALED3T50Y ,� 53530 MAIN ROAD Anchor Bolt: Bolts can be pre-shipped upon request for year period additional freight charge SOUTHOLD, NY 11C971 Galvanized anchor bolts and galvanized Pole Terms of Sale Is available online. Prepared By: Date: hardware and anchor bolt template.All bolts Max EPA's/Max Weights: guy American Act Compliance: -` ""-"-'•-�"�"`"""--"-"""""""""'"-"'-"""" �""-"�""""""""'-- have a 3"hook 70MPH 17.4 ft./450 lb. ...., Anchor Bolt Templates: BOMPH 12.5 ft./440 lb. RAB values USA manufacturing!Upon request, Dimensions Features Ordering Matrix RAB may be able to manufacture this product to -� 90MPH 9 0 ft./440 lb. iv 66%energy cost savings vs.HID P P p PROJECT TITLE WARNING Template must be printed on 11"x be compliant with the Buy American Ad(BAA). Family Optics Wattage Mounting Color Temp Finish Driver Options Options Other Options 100MPH 6.6 ft./440 lb. 100,000-hour LED life an 17"sheet for actual size CHECK SCALE BEFORE Please contact customer service to request a sP '-- 110MPH 4.8 ft./435 lb r '-'------ USING Templates shipped with anchor bolts quote for the product to be made BAA 1 o M� 5-Year,No-Compromise Warranty ALED 3T 50 Y - and available pu7Jjpe. 120MPH 2.3 ft./4351b. compliant I O '4T=Type 50=SOW Blank=Pole Blank=5000K Blank= Blank=120-277V Blank=No Option- Blank= 130MPH 2.3 ft./435 Ito _ 140MPH 1.4 ft./430 It, ru IV 78=78W mount (Cool) Bronze /480=480V /LC=Lightcli Standard 150MPH 0 8 R./420 Ito 3T=Type 105=105W SF=Slipfitter N=4000K RG= /BL=Bi-Level Controller USA=BAA MIXED U S E III 125=125W (Neutral) Roadway Gray /D10=0-10V /PCs=120V Swivel Compliant Square steel poles drilled for 2 Area Lights at 180°.Designed for ground mounting. 2T=Type 150=150W Y=3000K W=White Dimming Photocell Poles are stocked nationwide for quick shipment.Protective packaging ensures 11 (Warm) K=Black /480/D10=480V, /PCS2=277V poles arrive at the job site good as new. Dimensions Features ,z� 0-10V Dimming Swivel Photocell Color Bronze Weight:105.8 Ibs Designed for ground mounting /PCT=120-277V .va-11 Tv Heavy duty /PCS4 Photocell 480V Swivel Photocell DRAWING TITLE Reinforced hand holes with grounding lug and removable cover for /PCT4=480V SITE PLAN -"'�--"-•----'-•--'� ••• ""- ------ easy wiring access Twistlodk Photocell Pole caps,base covers&bolts are sold separately M/S2=Multilevel Technical Specifications MoS4=Musorevel LIGHTING STUDY 2 Custom manufactured for each application 1W54=Multi-Level Compliance Color. Shaft Size: Motion Sensor 40 ft. �5 CSA Listed: Bronze powder coating 4" Suitable for wet locations Height: Hand Hole Dimensions: Construction 15 FT 3"x 5" Shaft Weight. Bolt Circle �.fi _ DATE SCALE ,,,,,v ^ �� Aug lo,2022 N/A r� DRAWING NO. 46,000 psi minimum yield 106 s B 1/2" HI 16" of Hand Holes: Gauge: Base Dimension: /4; Reinforced with grounding lug and removable 11 8"cover Wall Thickness: ESEP 2 9 2022 Base Plates: 1/8" Slotted base plates 36,000 p.s.i. Southold TOWn Shipping Protection: Planning Board All poles are shipped in individual corrugated cartons to prevent finish damage ,)([ ISSUES/REVISIONS II I I II II II II II OCT 29,2021 II II THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL CRAWL SPACE BE PROSECUTED CRAWL SPACEI I 2022 ALL RIGHTS RESERVED II II II II II II Robert I. Brown Architect, P.C. I I I I ao Ba Ave. Green port NY inf5o@ribrownarchitect.com _ 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. i CLIENT OWNER I I I I HARD CORNER - - - - - - - - - - _ _ -1 I PARTNERS LLC - - - - - - - - - - - - - - 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE FOUNDATION PLAN SEP 2 9 2022 MIXED USE Southol Town o s io Planning Board DRAWING TITLE BUILDING i FOUNDATION PLAN DATE SCALE May 25,2022 3/16"=1'-o" DRAWING NO. ISSUES/REVISIONS K7 1 a UP I5'-1 1" 27-0" UP 14 47-1 O" _t ✓a 27-0" s — OCT 29,2021 UNIT 3 13 7.3 GROSS 5f — — 4 q RETAIL — — — 001, POSSIBLE WET THESE PLANS ARE AN INSTRUMENT OF — — — � RETAIL USE SERVIC A DIN E THE E PROTS WILLPERTY OF THE ARCHITEC129G.2 net 5f BE PROSECUTED N — — — 2022 ALL RIGHTS RESERVED UNIT 1 UNIT2 ` E0 DRY RETAIL � DRY RETAIL � Robert I. Brown Architect, P.C. 0 6'-O" 1 ,803.3 GROSS S.F. 1 ,503.3 GROSS S.F. uw, zo Bay Ave. Greenport NY inf5o@rlbrownarchitect.com 1 ,744.2 NET S.F. 1 ,744.2 NET S.F. 631-477-9752 6'-0" IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED r ALTERATION MUST BE NOTED,SEALED,AND O DESCRIBED IN ACCORDANCE WITH THE LAW. "•j ,c1�, h,k1 V'� J� CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 FIRST FLOOR PLAN - - PROJECT TITLE o g io SEP 2 9 2022 Southold Town MIXED USE Planning Board DRAWING TITLE BUILDING 1 FIRST FLOOR PLAN DATE SCALE May 25,2022 3/16"=1-o' DRAWING NO. ISSUES/REVISIONS APARTMENT 2 APARTMENT 3 0 7-6" APARTMENT 12'-01/2"co x Ll\ — — -� m — - 0'\\v' -8° -0' BEDROOM STORAGE = 0 'n 1 2'-2 1/2" 88 NET I p 5-0" — SE O I BEDROOM = STORAGE 34 NET N Do 5f DOWN OCT 29,2021 DO N INSTRUMENT 12'-2 I/2" THESE PLANS ARE AN SERVICE AND ARE THE PROPERTY OFOTHE N ARCHITECT.INFRINGEMENTS WILL 9 5 3 g 5f 12-o' BE PROSECUTED " 500 net 5f 875 net 5f 2022 ALL RIGHTS RESERVED �r Ln v N KITCHEN m 19'-'" BEDRO - M m STORAGE Robert I. Brown 65 NET Architect, P.C. S F zo Bay Ave. Greenport NY info@ribrownarchitect.com o 6-4 1/2" u 631-477-9752 N LI 1'V'1'P G N IT IS A VIOLATION OF THE LAW FOR ANY PERSON, � I? UNLESS ACTING UNDER THE DIRECTION OF A M LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED c'n ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 6-I I I/2 SECOND FLOOR PLAN CLIENT/OWNER 938 gsf � 0 5 io 872 net sf HA CORNER PARTNERS LLC q 53530 MAIN ROAD ,E ,.9;I.: ', SOUTHOLD, NY 11971 SE? 2 9 2022� PROJECT TITLE SoutholdBoa a MIXED USE Planning DRAWING TITLE BUILDING i SECOND FLOOR PLAN DATE SCALE June 24,2022 3/16"=1-O" DRAWING NO. ISSUES/REVISIONS I I I I - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I r I I I i I I I I I I I I I i I I I I I I I I I I I I I I i I I I I I I I I OCT 29,2021 I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED I I ( ( I 2022 ALL RIGHTS RESERVED I i I I I I I I i i i I Robert I. Brown - - - - - - - - - - - - - - - - - Architect, P.C. 205 Bay Ave. Greenport NY — — — — — — — — — — — — — — — — — — — — info@ribrownarchitect.com 631-477-9752 I I I I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND - ( I DESCRIBED IN ACCORDANCE WITH THE LAW. I I i I I CLIENT/OWNER\ HARD CORNER PARTNERS LLC C C ��D SOUTHOLD, NY 11971 _ o D - - - - - - - - - - - - - - - - - - - - - - -� 5353 EEP 2 9 2022 PROJECT TITLE Southold Town Planning Board MIXED USE _ ROOF PLAN DRAWING TITLE 0 5 10 BUILDING i FIRST FLOOR PLAN DATE SCALE May 25,2022 3/16"=i'-o" DRAWING NO. ISSUES/REVISIONS ROOF PITCH: ROOF PITCH: ROOF FITCH: I 9-1/4/ 12 ! 9-1/4/ 12 9-1/4/ 12 4 E ' 1 ROOF CRICKETS EPDM ROOF CRICKETS EPDM METAL STANDING SEAM I � i MEMBRANE @ 1 .5 / 12 PITCH MEMBRANE @ 1 .5 / 12 PITCH ROOF (GRAD BUILDING TRIM TO BE 1 BUILDING TRIM TO BE ( { I E 1 PAINTED WHITE PAINTED WHITE I" x G" CEMENTITIOUS j g 11 3 I € € I E I VERTICAL BOARD SIDING 3 £ � � � 4 ! H1 . 1 HIM PAINTED WHITE (TYPICAL) 1 E I � E1E I ; � � � ! � � � ££ £� ¢ ( ( 1 I x G CEMENTITIOUS _ £/1 ! £ 3 E £ S i t E ! E _ _��/ � , I I £ � � � I I VERTICAL BOARD SIDING � PAINTED WHITE (TYPICAL) -' METAL STANDING SEAM R()OF PITCH: R OF PIT H: 1 RO/O 2 PITCH: ROOF (GRAD 3 1 BUILDING TRIM TO BE E -- -,•.w. - t [ C BUILDING TRIM TO BE o PAINTED WHITE N PAINTED WHITE Ei I ALL WINDOW FRAMES �- ALL WINDOW FRAMES AND SASHES TO BE � m.�: _.. AND SASHES TO BE BLACK BLACK � � E CEMENTITIOU5 SHINGLES CEMENTITIOUS SHINGLES CEMENTITIOUS SHINGLES WITH G" EXPOSURE, WITH G" EXPOSURE, WITH G" EXPOSURE, NORTH ELEVATION PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) 0 5 10 OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON ROOF PITCH: ROOF PITCH: ROOF PITCH: THIS DRAWING IN ANY WAY, ANY AUTHORIZED 9-1/4 / 12 a 9-1/4/ 12 9-1/4/ 12 1 ALTERATION MUST BE NOTED,SEALED,AND j E E 3 DESCRIBED IN ACCORDANCE WITH THE LAW. ROOF CRICKETS EPDM ( ROOF CRICKETS EPDM € - MEMBRANE @ 1 .5 / 12 PITCH MEMBRANE @ 1 .5 / 12 PITCH DAn� BUILDING TRIM TO BE I s f f + T PAINTED WHITE P I BUILDING TRIM TO BE w O ( ; I PAINTED WHITE Ilk i � ! i E ' � i € � I I � •lr E t ��- I"x G" CEMENTITIOUS ji E 1 g 1 I E E I f E I x G CEMENTITIOUS VERTICAL BOARD SIDING VERTICAL BOARD SIDING PAINTED WHITE (TYPICAL) s I I E I E PAINTED WHITE PICA (n' L) � CLIENT/OWNER ROOF PITCH: ( E _ -- - 1 METAL STANDING SEAM 3 / 12 I ; € F ; µ_- — _ F1 ROOF (GRAY) HARD CORNER ROOF PITCH: 3 / 12 PARTNERS LLC € __ o MAIN ROAD I 5353 BUILDING TRIM TO BE { SOUTHOLD, NY 11971 E f { 13U I LDI WHITE TO BE PAINTED WHITE � � -• 6PROJECT TITLE ALL WINDOW FRAMES 1 I AND SASHES TO BE 1 I - ALL WINDOW FRAMES MIXED USE AND SASHES TO BE BLACK i : ; � � BLACK 1 ! ......... /� �/C DRAWING TITLE WITH EXPU5 SHINGLES CEMWITH G"ITIOUS SHINGLES RECEIVED LD BUILDING WITH G" EXPOSURE, WITH G" EXPOSURE, SOUTH ELEVATION PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) — -- 0 5 10 S E P 2 9 Z022 NORTH ELEVATION Southol Town SOUTH ELEVATION Planning Board DATE SCALE May 25,2022 3/16"=1-o' DRAWING NO. ISSUES/REVISIONS ROOF PITCH: 9- I/4 / 12 I " x G" CEMENTITIOU5 VERTICAL BOARD SIDING I PAINTED WHITE (TYPICAL) I I I I I i I BUILDING TRIM TO BE BUILDING TRIM TO BE PAINTED WHITE PAINTED WHITEH11 - _...__�_ i ------ ------ I [E! ' f ALL WINDOW FRAMES K:M-- -- AND SASHES TO BE CEMENTITIOU5 SHINGLES ROOF PITCH: _..._. . 1 BLACK WITH G" EXPOSURE, 3 / 12 PAINTED WHITE (TYPICAL) - -- ROOF PITCH: . _ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY CEMENTITIOU5 SHINGLES ARCHITECT. INFRINGEMENTS WILOF THE BE PROSECUTED PAINTED WHITE (TYPICAL) EAST ELEVATION WITH EXPOSURE, 2022 ALL RIGHTS RESERVED 0 5 10 Robert I. Brown Architect, P.C. 2o5 Bay,Ave. Greenport NY ROOF PITCH: inro@ribrownarchitect.com 9- 1/4 / 12 631-477-9752 1 " x G" CEMENTITIOU5 VERTICAL BOARD SIDING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PAINTED WHITE (TYPICAL) LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. f E BUILDING TRIM TO BE cJ��R��•egO�T PAINTED WHITE BUILDING TRIM TO BE PAINTED WHITE ---- - ----- --- _ -- ALL WINDOW FRAMES OF 1, AND SASHES TO BE �. CEMENTITIOU5 SHINGLES WITH G" EXPOSURE, - BLACK PAINTED WHITE (TYPICAL) CLIENT OWNER HARD CORNER PARTNERS LLC o MAIN ROAD -- -- -- SOUTHOLD, NY 11971 ._.......,_. ._.l I._.._......�._._.. _..�.....�,._ .... ...._._____..�..-.. .........._.___............_._..._._..__.___.,._.._.._..._._.._.._..._..,_.....,.__..__ ..._..... ... .�- ----.. PROJECT TITLE IXED USE DRAWING TITLE RECEIVED BUILDING i SEP 2 9 2022 EAST ELEVATION WEST ELEVATION CEMENTITIOU5 SHINGLES Southold Town DATE SCALE WITH G" EXPOSURE, Planning Board May 25,2022 3/16"=1-o" WEST ELEVATION PAINTED WHITE (TYPICAL) DRAWING NO. 0 5 10 ISSUES/REVISIONS FF F o L FF FEGRESS WINDOW I I I I _L -J II I II OCT 29,2021 I I I w ITHESE PLANS ARE AN INSTRUMENT OF :L o SERVICE AND ARE THE PROPERTY OF THE z ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED O UNFINISf1ED BASEMENT 2022 ALL RIGHTS RESERVED I I I II I I II II Robert I. Brown II I Architect P.C. �— —J I I 20 Bay Ave. Greenport NY info@ribrownarchitect.com 975 I 6 1- - 22( I 3 477 IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE,DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON I THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW, FF L FOUNDATION P L A N L CLIENT OWNER 5 10 HARD CORNER PARTNERS LLC NOTE : B ILDI 5353o MAIN ROAD U NG 3 TO BE BUILT MIRROR IMAGE SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE RECEIVED SEP 2 9 2022 DRAWING TITLE Southold Town Planning Board BUILDINGS 2-5 FOUNDATION PLAN DATE SCALE May 25,2022 I/4"=i-0" DRAWING NO. ISSUES/REVISIONS 1 2'-4" ATIO 0 N -6" GUEST BEDROOM `-n 15-0 ILI w � w m OCT 29,2021 rn N O c!j KITCHE c9 z THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE 0 ARCHITECT.INFRINGEMENTS WILL 14'-8" MASTER BEDROOM BE PROSECUTED 2022 ALL RIGHTS RESERVED Ll c� N Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com GARAGE I I -8" GREAT ROOM I O 631-477-9752 0 I o IT IS A VIOLATION OF THE LAW FOR ANY PERSON, N DR 2 I'-5" I ICEN ED ARCHITECT, R ECT,TO ALTEECTION OF A R UNLESSACTINGANY ITEM ON J UTILITY — — — — — THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 1 ,502.05f net , Le ^; 1 ,597.75f cjr055 I I s A !_ FIRST FLOOR PLAN CLIENT/OWNER HARD CORNER NOTE : BUILDING 3 TO BE BUILT MI AGE PARTNERS LLC 53530 MAIN ROAD RECEIVED SOUTHOLD, NY 11971 SEP 2 9 2022 PROJECT TITLE Southol3-Town MIXED USE Planning Board DRAWING TITLE BUILDINGS 2-5 FIRST FLOOR PLAN DATE SCALE May 25,2022 �/4"=1'-0" DRAWING NO. ISSUES/REVISIONS i OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bad Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. l` 7 1?4 GF "I`'�` ROOFPLAN CLIENT/OW' R I W= HARD CORNER PARTNERS LLC NOTE : BUILDING 3 TO BE BUILT MIRROR IMAGE RECEIVED 53530 MAIN ROAD -RECEIVED— SOUTHOLD, NY 11971 SEP 2 9 2022 PROJECT TITLE Sout old "Town Planning Board MIXED USE DRAWING TITLE BUILDINGS 2-5 ROOF PLAN DATE SCALE May 25,2022 1/4"=i-o" DRAWING NO. ISSUES REVISIONS WHITE VEK5ATEK TRIM (TYPICAL) If I I If If I a.l, -T FIBERGLASS SHINGLE _I' j j FIBERGLASS SHINGL NOTE: ROOF DARK GRAY NOTE: ALL KOOf PITCHES ROOF DARK GRAY ALL KOOf PITCHES 8/12 8112 u L I i t..........L," _L_J_ i I I I I I I I I ; 1 1 1 J 1 i 1 j T -7t T I _J_ 1 ILLI-1-1 &Ey E I J_1 J,.j J.— jIj —7 -T J. J J L t I L I J C\j T J L T 0 L-11 L L j i'j T—I 7 T 1k . -J j ...J........ L J i J_ , ................................... ....... T I N W I bLACL WINDOW i L .............. AN L5 1....................J i IFKAIVI� AND 5A5h�5 1A J. J IT ....... _0 _ _ T T 1 1 Li ............ L j j L i 1 1 T ............... ol,� j j I --------i �D I AIN r_IJ r-U A K ..............�TA;INED CEDAK 7 A L_A ' _ _ - , 'I T1 SHIN WHITE i L 1,1, LE5 WHITE' ............5111 J T J I ( IL J_ ........... T-L-J-1 T-L-7, T _44— .......... A ii ,-j',_� ",j yj IF _11 I-1-J WEST ELEVATION NORTH ELEVATION 0 5 10 0 5 10 OCT 29,2021 1109 F9 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE XTnT"P RI TIT MXTC� TC-) RIP P.1 TIT T 'NAIP P C11? IAA A C�17 ARCHITECT. INFRINGEMENTS WILL NOTE : BUILDING TO BE BUILT MIRROR IMAGE BE PROSECUTED 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY in?o@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND r=r7i I 1 11 11 If If TDESCRIBED IN ACCORDANCE WITH THE LAW. - NOTE: FIBERGLASS SHINGLE ALL ROOF PITCHES K GRAY NOTE: FIBERGLASS SHINGLE (5/12 ALL ROOF PITCHES ROOF DARK GRAY 5112 I f 11 111 1 1 11 IT I i L 11 1 11 H IT 11 11 I L 1 IT lIt L TLryTi T _j 1111 faliffil Mi 'li _11 IT 11 111 11 CLIENT OWr�ER T T Y1, i L E. _u J_L 1_j J,_10, 7 T L I-L-1 .1 ij I 1 11 J-1 J J I �_,T, I I _y BLACK WINDOV T HARD CORNER IT FRAMES AND LA K 11 DO± 'g .1 L LJ SASHES i ! i 17`_ijTi fl� PARTNERS LLC IT* VIL A5 L U-1 Li 53530 MAIN ROAD 7— SOUTHOLD, NY 11971 7 Tl� .............. T- STAINED CFDAK- ., J i_� I 1 1 1 1 j Li I TiTY Ti j I SHINGLES WHITE_ i j f-i J T SHINGLES WHITE 1� _T -wTYT�il I"T I I I I T I 7 T MIXED USE ...L-L Jll - - - - - - - - - - DRAWING TITLE E A S T ELEVATION RECEJVED BUILDINGS SOUTH ELEVATION -5 0 5 10 SEP 2 9 2022 ELEVATIONS 0 5 10 Southold——0w-n Planning Board DATE SCALE NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE May 25,2022 1/4" 1'4' NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE DRAWING NO. 4 AV 1101101KGLA p_ f DARK ISSUES/REVISIONS MAP SITUATE: SOUTHOLD N TO : SOUTHOLD SUFFOLK COUNTY NEW YORK W E KEY MAP DATE 03-Oa-2021 \ WAA S 6`ab1 «,y,D OWNERS a N" \ I000-6l-I-a.l HG NOFO LLG 1000-61-3-8.4 FIRST CHURCH CONGREGGATION 1000-6 a DWYER.AN(5ANGELA M. . . . . DWYER.GURTI5 J I000-b1-I-13.1 IOOO-61-3-7 FLEET BANK OF NEW YORK NATIONAL A55001ATION 2245 MGR LLG I000-61-3-8.5 1000-61-4-12MGGORMAGK TAMMY A �• CEMETERY OF FIRST CHURCH CONGREGATION I000-61-I-15.5 I000-61-3-8.1 r }N SOUTHOLD FREE LIBRARY GAGLIU50.JO5EPH. . . . . ,a�` "� e�"6 CACGLIU50.RO5EMARIE 1000-61-4-13 e I000-6I-1-9 ARM.GERALDIN.. ARM.HERBERT. I wX" ° I000-61-I-15.2 METGALF.RUTH SOUTHOLD FREE LIBRARY 1000-61-1-8 1000-61-4-14 O aX° MORIZZO.NIGHOL TINNELLY.GLAIRE � FHV LLG 1-I6 1000-61-7-"1 1000-6 1-4-15.1 �`°) MITRANI.JO5EPH DER051ER LOIS. "WOO sn MITRANI.5HARON ROWE.TREVOR O.�1 1000-61-1-11 DOBI ING 1000-61--1-6 5GHADE.THR15TI r w I000-61-I-18 LIST OF DRAWINGS SGHADE.GHRISTINE ROBER 1-4-I O Q� m D B AND B CORP - ROBERT H ROTHMAN I000-61-7-5 a e� THESE PLANS ARE AN INSTRUMENT OF MR-AZ MARE ,a SERVICE AND ARE THE PROPERTY OF THE MRAz.MIGHAEL r I000-61-I-19 Ao SITE PLAN KEY MAP ARCHITECT. INFRINGEMENTS WILL 1000-61-447.1 1000-61-"1-10 MGKENNA FAMILY e,,.� e t CLIFF 8 CLIFF REALTY CORP Ai SITE PLAN GENERAL BE PROSECUTED JE5TER.DONNA , { .� 2022 ALL RIGHTS RESERVED JE5TER.ROBERT R 1000-61-1-20 A2 SITE PLAN UTILITIES 1000-61-4-18 GUAI PROPP>REALTY CORP. A3 SITE PLAN LANDSCAPING 1000-b1-"7-II WATTEZ 6ARANGE BERTANI.JOHN. YVATTEZ GENEVIEVE A4 SITE PLAN CUT AND FILL BERTANI.LINDA. e�-0'° I000-b1-I-21 WATTEZ. EDOUARD a THOMAS J 5GHLEGHT JENNIFER M SGHLEGHT NSTRUCTION ENTRY BE�E6ANNE DOLAN B15HOP 1000-61-4-Ia.l t A5 SITE PLAN TRUCK TURN TEMPLATE OLIVANNE LLG I 1000-61-1-22 PAOLI.JANEA6 SITE PLAN LIGHTING Robert I. Brown 1000-61--1-15 I A7 SITE PLAN LIGHTING 2 HA6ERMAN.DANIEL. 1000-61-1-1'1.11 Architect, P.C. HAGERMAN.DAWN MOORE.RIGHARD. . . .N. .�"' I000-61-I-23 A8 BUILDING 1 FOUNDATION PLAN 20 Bay Ave. Greenport NY MOORE.JANIGE �+A" GHARRO INO.JAEW 5 1000-61-4-3 awe, A GosTANTINO.JAGLYN Ag BUILDING 1 FIRST FLOOR PLAN info@ribrownarchitect.com C01^LEY.JO5EPH.. 1000-61--1-1'1.12 JORDAN GOWLEY.PATRIGIA SOUTHOLD GARDENS Alo BUILDING 1 SECOND FLOOR PLAN1000- 4 631-477-9752 PROPERTY OWNERS 1000-61-4-4 b' 240 61-2- TH AVENUE LLG All BUILDING 1 ROOF PLAN TOWN OF SOUTHOLD 1000-61--r-1-1.10 Al2 BUILDING ELEVATIONS COCHRAN HELEN M. . . . . Al BUILDING 1 ELEVATIONS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 1000-61-4-5 COCHRAN ROBERT G IO0 3 � 54015 MAIN ROAD REALTY LLG UNLESS ACTING UNDER THE DIRECTION OF A SOUTHOLD PARK DISTRICT LICENSED ARCHITECT,TO ALTER ANY ITEM ON A14 BUILDINGS 2-5 FOUNDATION PLAN THIS DRAWING IN ANY WAY. ANY AUTHORIZFD I000-b 1--1-I 1.�{ °yam ALTERATION MUST BE NOTED,SEALED,AND 1000-61-4-6 BELVILLE REAN ---_- ,�4 A15 BUILDINGS 2-5 FIRST FLOOR PLAN DESCRIBFDIN ACCORDANCE WITH THE LAW. HG NOFO LLG DEMARTINO CHRISTINA A16 BUILDINGS 2-5 ROOF PLAN 1000-61-4-1.2 I000-61--1-17.5 fel �'" A17 BUILDINGS 2-5 ELEVATIONS MLRV CORP 5EPE.NANGY R'ED q Pp? �y ate �,`o APT I.eg0'TF� 2 I000-61-4-7.1 LIEGEY.MIGHAEL e,-�b � Cx-so' I Q 1000-61-4-8 HA6ERMAN DUNKMARILYN S , k 1000-61-4-9.2 MI 5ERANDINO.DOMI NICK. �,p M 15ERAND I NO.MARCGHER I TA I000-61-4-4.3 CLIENT/OWNER HOWARD BRIAN JOHN. . . .N. MIT50TAKIS.DEMETRA HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 •.'.r+r r�'.r.r r r ors-�.: w PROJECT TITLE l�/M.p.W.wtlad.wMw� .r.ir r'rrw.rr m.n4.d ras rwr"'L�'. GRAPHIG SCALE 1"=100' r ~" O 100 200 300 JOHN C. EHLERS LAND SURVEYOR MIXED USE 6 EAST MAIN STREET N.Y.S.LTC.NO.50202 RIVERHEAD,N.Y.11901 DRAWING TITLE 369-8288 Pax 369-8287 REF-C:\UsersVohn\Dropbox\03\03\03-283 key map.pro SITE PLAN KEY MAP RECEIVED DATE SCALE May 25, aoaa i'=30' DRAWING NO. JUL 12 2022 Sout o Town Planning Board ISSUES REVISIONS _T7 �77 ro "s k4 J. IJ �7_N7 v N 'it A A Z A, ell N x % ,tea t 4 < 4 � �,VY ,w 0 t E 4- n V�i E IL C� 0 N N% •I "I ` �,:- -1 1 - , - ." , I'll N_z� '* LL_ (S A" N Land Now or formerly of: < Land Now or formerly of: V4 Z IN > b5a Schiller t '_1 r7 iNI, P Den15 Salzman t ecjina Salzman In 1k, low C L'% Land Now or formerly of: I Story Andrea Weiss r �j vl�' 4 BUILDING 1 Building Iff5tCVe.5 Holdin� Corp. t" ti MIXED USE BUILDING 3 COMMERFIAL UNITS ON q�4�� 7, X '4 4 DRIVEWAY (Ri ci h t FIRST FLOOR of Way) Land Now or formerly of: E5tCVC5 Holdincj Corp. drivewa —W 3 AFFORD.AlBLE APARTME TS ON SECOND FLOOR S1 5*55'50E 'PROPERTY LINE Q-4.1 2' >< W, C1 A; LANDSCAPE BUFFER I I KEY MAP 4"CONC.CURD Ov FIN FLOOR EL. i f LOADING lo 7 2G.5' -n, Ln ti BUILDI G 4 Be DING C I CED MP5TEP kr' -IN AREA C\ SINGLE F �DENCE 3- 0 - r- _0 X INGLE FAMILY RESIDENC '-G"X G" REINFORCED B I ING 3 '-"--�2 BEDRGOM BUILDING 5 22 CON E SLAB 2 BEDROOM 7 �I 2FEDRO O� ' ! - - - tom, 24 (5 OVER 55 RENTAL SINGLE FAMILY RESIDENCE MER 55 RE SINGLE FAMILY RESIDENCE OM 2BEDRO 01 Al, 25 OVER 55 RENTAL 017 55 RENTAL cu C) 10 60 5 1_1A5PHALT PAVING IOTE- ALL - - - - - - 66 2G I R135 TO 0 z C14 LLJ "MOUNTABLE" V AT IN f LOO C14 0 2 N EL. 2 3.7 EL. .0' ..... 17 cu 7 PROPOSED 13 ZD IN .00 Oil EL. 2 2.7 5 CONCRETE 3 51DEWAL% U N65CAPING(TYPICAL) • L. 21 511E DRAWING A3 PX 4 OCT 29,2021 Z rl �9 T- MAR.10,2021 �o/ ASPHALT PAVING • Lr • TEST HOLE I 0 AN. ASPHALT PAVING__----- THESE PLANS ARE AN INSTRUMENT OF -A ASPHALT PAW G GRADE EL. 25' SERVICE AND ARE THE PROPERTY OF THE PROPOSED ASPHALT PAVING D • P, PERTY LINE CONCRETE) ARCHITECT.INFRINGEMENTS WILL F 51DEWALA DARr\ BROWN LOAM OL BE PROSECUTED 7T=�:A77IM-1-A 0.5 Q1_1 EDGE 0 PROPOSED OF PAVEMENT BROWN SILT ML WPM, 2022 ALL RIGHTS RESERVED CONCRETE I V V r_U 3.0' ...... Pr>ni5?i��F:n 9 EV 'ti' _ ..SIDEWALK EDGE OF PAVEMENT W_ SIDEWALK , W- 1 _W_ — - — - — - — —W I- — ' PROPOSED"' (Wells RoadAvenue FIRE HYDRA NTWeIS- 2, Robert I. Brown PALE BROWN FINE TO GAS GA_ GAS GAS GAS GAS MEDIUM SAND SP Architect, P.C. GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS—GAS- 20 Bay Ave. Greenport NY S I T E P L A N: GENERAL inPo@ribrovrnarchitect.com I PARKING CALCULATION5 (BUILDING 1 ) 631-477-9752 SCALE: I" = 30' (3) ONE-BEDROOM APARTMENTS: > I 0 '0 20, BASED ON SURVEY BY: 1 .5 SPACES EA. X 3 =515PACE5 JOHN C. EHLER5 LAND SURVEYOR RETAIL: I SPACE PER 200 GR055 SQUARE FEET: 29.0' WATER IN PALE BROWN G EAST MAIN STREET RIVERHEAD, NY 1 1901 4,053.9 5F/ 200 = 25 SPACES FINE TO MEDIUM SAND SP IT IS A VIOLATION OF THE LAW FOR ANY PERSON, NOTE: UNLESS ACTING UNDER THE DIRECTION OF A TOTAL: 30 SPACES REQUIRED WATER ENCOUNTERED DATED : 10-05-2019 // 35.0' LICENSED ARCHITECT,TO ALTER ANY ITEM ON RETAIL LAYOUT COMPLIES WITH SOUTHOLD TOWN 5CTM No. I 000-G 1-4-1 30 SPACES PROVIDED 29' 5ELOW SURFACE THIS DRAWING IN ANY WAY.ANY AUTHORIZED SECTION 250-45 (A) (7) IN THE FOLLOWING WAYS: ALTERATION MUST BE NOTED,SEALED,AND PARCELZONED HAMLET BUSINESS H13 DESCRIBED IN ACCORDANCE WITH THE LAW. I BUILDING MASS 15 NOT'STANDARDIZED' ELEVATIONS REFERENCE NAVD '58 DATUM Not to scale (a) I I [b]: ALL EXTERIOR BUILDING WALL ARE CON515TANT WITH FRONT WALL AREA = 99,205 5f OR 2.28 ACRES DENSITY LOADING AND DESIGN 5EWAGE FLOW PATf-5 D AFR? (a) [2] [a]: 5TUETfKONT FACADE 15 DIVIDED INTO 3 ZONES 1 1. (a) [2] [b]: 5TKEETFRONT 15 SITED WITH MINIMUM SETBACK DRY RETAIL SPACE 4,983.95.f. @ 0.03 GPD/UNIT DENSITY AND HYDRAULIC LOADS AND 15 TKANDPARTENT BETWEEN 3'AND & HIGH 150 GFD FOR G8% Of THE FRONT FACADE. AFFORDABLE APARTMENTS BEDROOM) 3 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS INDICATES EXI STING CONTOUR LINE 450 GPD PRC (2BEDROOM) 4EACW@ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS INDICATES PROPOSED CONTOUR LINE GOO GPD TEST HOLE 2 qT sN TOTAL LOAD 1200 GPD GRADE EL. 22' THE PROPOSED DEVELOPMENT FOR THIS PROJECT 51TE HAS A POPULATION DENSITY EQUIVALENT Of 1209 GPD. 0.5' DARK BROWN LOAM OL 3.01 BROWN SILT ML CLIENT OWNER 4.0' — BROWN SILTY SAND SM DENSITY AND LOT !5IZIf LOT COVERAGE HARD CORNER BASED ON ZONING CODE 280 TOTAL BUILDING AREA 13,195 5f PARTNERS LLC ATTACHMENT 2, THIS PROJECT PALE BROWN FINE TO REQUIRES 100,000 5f FOR THIS SITE. 13,195/99208 5f = 13.3% MEDIUM SAND SP 53530 MAIN ROAD (20,000 SF PER USE). Hb LOT COVERAGE ALLOWED = 40% SOUTHOLD, NY 11971 PROPERTY SIZE 15 00,206 SQUARE 17.0- NO WATER ENCOUNTERED FEET. THEREFORE, A VARIANCE 15 REQUIRED FOR 732 SQUARE FEET(0.5%) PROJECT TITLE _j Not to scale PED. ACCE;S ROUTE/ BUFFER ZONE SIDEWAL K WIDTH_ SLOPE TRANSITION MIXED USE WIDTH VARIES 41-0" MIN. MATERIAL AND (SEE NOTE 14) WIDTH VARIES 44 6" (TYP.) G.. (TYP.) V DRAWING TITLE - - - FLARE (T EDGE OF T SIDE VARIES fSE TIE INTO EXISTING GROUND EXISI .PAV'T. (SEE NOTE ROADWAY yr I 112", ITEM 4 02.01383)0 M FrEM 402.0-_53 i i M (AX. si I DE 1, `Al r, SITE PLAN OPE VARIES 0 '91 I`!-M 402.1 M FX 1,12'1� !'r r M 4 02.1 1-)65 0 i FrA V E-M L NT 2 GENERAL 11 M .1()2, 7�,','-)1 1 M 5 .3 ff - 1 0 1 1 ITFM 40'.,�7�3qr I V SURFACE TYPE (SEE NOTE 14) ��60 MIN, SUBBASE, WHERE DATE SCALE NOTE CO�'A'l '5�iAll[K� 11`4`1111ADED 5!�ANTI_N I iHERE, RAMP 61, MIN. SUBBASE,I iHERE, 4" CONCRETE SIDEWALK REQUIRED (SEE NOTE W) N" If ER'( !-!F-r ANI AT ALL JCY1:T5 May 25,2022 30' REQUIRED (SEE NOTE 10) E-7; 15',T 1 N G � :I I-V.- -i I .,;-) (6" AT DRIVEWAYS) _� I- `N N!-kA`Af![)L T�XI,57110G A��FIHAIJ SEE DETECTABLE WARNING A51`�,IALT 5 TPEET /1-n", i 0403,0f)013 (fil-1, PI:Vtpl) DRAWING NO. PLACEMENT DETAILS CLEAR SPACE 60 SUBBASE (�-�AVV CU"171I,1C,A5PHALT CONCRETE) I�AVEVE�P EDG,E15, RECEIVED 2 Am OMMMU WARNM M 011, U1F1JVi1`VV41.,y 511ALI G11 M 1. ! '! : , fA ,!C MACATED DOME EMS JUL 12 2022 10(10(5,0;0/3) MEETING EX15T. CURB RAMP CONFIGURATION: TYPE I TYPICAL SMEWA K CROSS SECTION Sout 0 Town NO CURB WIT BUFFER ZONE DETAIL SECTION ASPHALT PAVT IN A FI.L SECTION I- 1112"=1'.C" Planning Board DRIVEWAY (NO RE51JKIFACIHG) ISSUES/REVISIONS 0 0 L F _a I I 7 L E L fY] O O E � N lL O c6 3 0 O Land Now or Formerly of: Land Now or Formerly of: 0 m 0 Q Land Now or Formerly of: z Esteves Holding p.Cor ' J 3 z Denis Salzman t Regina Salzman L15a Schiller H ~ Andrea Weiss 1 Story J Building DRIVEWAY (Right of Way) Land Now or Formerly of: Esteves Holdin Corp. D _ 9 p drlvewa wn ' (ST11 ING UTIUTY/masonry wall - -ne to be removed EX15TING UTIUtt 15°5 5 5 0 E _ POUE POLE -"'•" EXISTING UTIUTY _ _ _ _ _ _ PROPERTY LINE ,� �^� POLE 5ERVICE UNE5 TO RUN UNDERGROUND NEW 65KVA I PHASE f 4.12' T PAN EACH d O ELS NEC UNIT,AND ONE FO P i 4 GANG M E.ET LAN _SCAPE B BUFFER TRAN M D ER sFOR E �sN zo I PTr ...-.. 'ROPE SERVICE.SEE ENGINEERS Vi BAN ON'H'K / R / CONCRETE FAD J 3' sZ <,.. RAWINGS CH THRU CH-5 FOR ELEC. � FRAME t ` V / ieoNa - - •'.?': �ETAIIS roc 27e' r° ze i. SERVICE IAfJES TO RUN JUi COVfR::." ADE 264' ,..f.3y:$f ZOI C ,/� UNDE OUND TO SFRVIC AiN ES TO �� B o n 'ey,��\ f[ _ e�c zio ° zrc MIT KBANKS RUN J.N DERGROUND f - f / T ANELS IN EACH """"•'"' D Nnp v[L Z G LOADING NIT I� f V! 26 5' f I �nP eRAre f 1 u J SEE ENGINEER'S DRAWINGS CH-I f To na - W- ro••"zc.e'. THRU CH-S FOR SEPTIC SYSTEM �\ ^• .� t 1� B zcs czr° DETAILS AND SPECIFICATIONS \ I BOC 263' `v ' C1 O i3i:i' IF °C^sr \� a 2z V! 1 ��__j 5EE ENGINEER5 DRAMNG5 CH-I ND \ \ THRU CH-5 FOR SEPTIC SYSTEM 6 •••' ! c c %�� t \ \\ DETAILS AND 5PECIFICATION5 :RAp[26, GRAD[2 i L TO ``• �My/ ®De 5 DOwu TO T ro oP, w ' ZO H SL D aLvr+ -� ..r"� co RA zss ZONE I J \ gg IR CIFA:•::�::: I":�� 25 25 1 V rlN rLOOR el f 26 GRA �J !GRArr ,\�� W 265' BO .0 3' *LOIC ' GRApta 3 azzo zz z ZONEN V L � r `+� E j r.RADe 26,' GRADf 26 4'' 1'i,�ay �� - / • ,`/ G ;'' / I ZONE 5W/z O l d z k s_s I � t.q BLOPiPIM1 >i ............::..I:G '-:. "• �:ii:^r L':' sL Lt eA1N 3 L1J ::::;•:•::ar.-:c PiL To ZONE1 NATO L y I GREASE TRA SOLID c;T p nq �;g, VE TATION •':I30"L X 2G"W i 5"D IRou a N ;;:ii; r eRAre 46, cRAre ' O :,"�PREFABPICA -D GRAnf SON EYE zse ,a,{+ leg ''° -zsa a e v (NOT CONCR E) L r sL oPc x "•; L .ADL- cu / rvN noon a ro Dv. T° , / ol 5 GR R 22 a / ZONE 4 z V) E 2 I Df cL zz a V/ . test 9LOP YNu I +� hole All vm L DowN o DRAw N .;' I G'1 y '°<l-k.; v ZONE - D I } zs z es/1 t H h1 z g oez •.•••.. ZONE F z4 GRAre *'�•, lv✓''^,_e'i+^kt4" P GRArC I 2°° ___--- _ ENTIAL T � I CAL I RED D sLO oD " '0 0°0 �•^-- .�� D 3/4"DIA WATER ER E NE S LPTI C YSTivl `,NCO o ro ORAf J Vi TYPICAL OR RE �DENTIAL y I t'I 3 4"DIA ER ERVI E N D SE EN E RA H- '•6h9 zs s S C E E G ER'S D WING5 C TR T P VI p^ DRII'_WAY TYPICAL FOR ESIDENTIAL THRU C S FOR SEPTIC SYSTEM f I - i I __ai;T9. i�.?:ii , STRUCTURES DETAILS AND SPECIFICATIONS •�::•�:•:::.�..., ..... •• .,..• ...••..•.."..... ..:........... ...... V I � IVEWAY I � p >ti 2 I I •::::::. - - � � R ERTY LINE I Cl ' S ..-._.......,, n cz5a T z 5 rO 2zis / "`^••.., ... (7 ,.-.-✓'`. roar 11 Dkl W DRIVEWAY4 2 ' ""'•( r w 3/4"DIA WATER 5ERV E L/ ( D -.-" , L "`"- ---'- -• -'"'"" - ^'"""."w. w TYPICAL FOR RF51D .IA 0 -"`,.,.-- A m,SE 0UP.0, '. E ENGINFER•5 DR STP,UCT ES AWING5 CH- D �• (t T'H RU CH-5 FOR WATER SERVICE ,^""'^'•-•^•- _ EDGE OF PAVEMENT-"' ,/ EDGE OF PAVEMENT! O y \ EDGE OF PAVEMENT rn ( t EDGE OF PAVEMENT--,, �_, Co „Z \ EDGE OF PAVEMENTS OCT zq,2021 '1 DET"A1L5 AND SPECIFICATIONS _ ,,.•' "•,,,,M1 , _ , __ , _ , _ , _W_ . _. J . _l. . __ . __ _, __ __ ,�"-�'�. __ , 1, i _�__ _ _ _ . ._W_ L _ _ � _ _ _ , y� , _ .1 � . _ , _ , _ . _-W_ _ . _ __ _ _ , I `� N 3/4"DIA WATEF,SERVICE UNE' p f'" li I ~"•""-..,,, p TYPICAL FOR RESIDENTIAL t/1 t,.,�,,, DIA BLACK STEEL GAS y y THESE PLANS ARE AN INSTRUMENT OF (Wells Road) STRUCTURES M SERVICE LINE TYPICAL FOR -y/�nn 'DIA BLACK 5TEEL GA5 I "-"••„, y/ RESIDENCIAL BUILDINGS L"L RESIDCE LINEIAL T ICAL D NGB R SERVICE AND ARE THE PROPERTY OF THE X •`e \X, 2 O x--------_ tD„ "DIA BLACK STEEL GA5 I 5ERVICE LINESTYP CAL FOR^ I LL ."•-... 1 ARCHITECT.INFRINGEMENTS WILL Wells SERVICE UNE TYPICAL FOR Avenue e RESIDENCIAL BUILDING5 --_ a BE PROSECUTED m \4 RESIDENCIAL BUILDINGS 0 IRFIN,r•UNDERGROUND y /GJAIr~ - aoaa ALL RIGHTS RESERVED GAS GA� GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS��GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G GAS GAS GAS GAS GAS G S GAS GAS GAS GAS GAS G -GAS-GAS-GAS- DRAINAGE a CALCULATIONS DRAINAGE CALCULATIONS h FOR MIXED-USE BUILDING AND PARKING LOT FOR RESIDENTIAL BUILDINGS I ZONE A: ZONE 1 : H 1,3G2.7 RVID (1 ROOF X O.17 = 231.7( 3 1,232 5F X 0.17 = 209.4 CF Robert I. Brown I � SITE PLAN: UTILITIES BASED ON SURVEY BY: PROVIDE(I)8' DIA X 7' DRY WELL(295.G CF) PROVIDE(2) 8' DIA X 7' DRY WELL = 295.G CF L F� F JOHN C. EHLERS LAND SURVEYOR ZONE B: ZONE 2: Architect, P.C. D SCALE: 1 = 30 G EAST MAIN STREET RIVERHEAD, NY 11501 /Z 89G.8 5F ROOF X 0. 17 = 152.5 CF 2,156 5F X O. 17 = 3GG.5 CF y DRAINAGE /�///// % PROVIDE (1) 8' DIA X 4' DRY WELL(I G8.9 CP) PROVIDE(1) 8' DIA X 9' DRY WELL =380.2 CF 20 Bay Ave. Green port NY Iol DATED : 10-08-2019 / / P 5CTM No. 1000-G I -4- I ZONE C: _ ZONE 3: inf•o@ribrownarchitect.com SANITARY PROVIDE (R08' DIA X 3'-G" DRY WELL= 147.8 CF PRO 98.4 CF VIDE�) 8' DIA X 9' DRY WELL = 350.2 CF 631'477-975Z I PARCEL ZONED HAMLET BU51NE55 HE, ELEVATIONS REFERENCE NAVE) '88 DATUM ZONE D: ZONE 4: (854.2 5F ROOF + 1 ,58G.4 5F PARKING)X O. 17 = 414.9 CF 2,15G.5 5F X 0.17 = 3GG.5 CF H ( AREA = 99,208 5F OR 2.28 ACRES PROVIDE (1) ( DIA X 8' DRY WELL + (1) 8' DIA X 4' DRYWELL = PROVIDE (1) U DIA X 9' DRY WELL = 380.2 CF 50G.7 CF IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I I ZONE 5: UNLESS ACTING UNDER THE DIRECTION OFA ZONE E: 1,232 5F X 0.17 = 209.4 CF LICENSED ARCHITECT,TO ALTER ANY ITEM ON (320.G 5F ROOF + 1,470.7 5F PARKING)X 0. 17 = 30G.I CF PROVIDE(1) B' DIA X T DRYWELL = 295.G CF THIS DRAWING IN ANY WAY. ANY AUTHORIZED PROVIDE (1) 8' DIA X 7' DRYWELL+ (1)8' DIA X 4' DRY WELL = ALTERATION MUST BE NOTED,SEALED,AND 4G4.3 CF DESCRIBED IN ACCORDANCE WITH THE LAW. ZONE F: DRAINAGE CALCULATIONS (1 ,450.5 5F ROOF + 1,788.G 5F PARKING)X O.17 = 555.7 CF FOR RESIDENTIAL DRIVEWAYS PROVIDE(1)8' DIA X 10'-0 DKYWELL+ (1)8' DIA X 4' DRY WELL = gEp`�D ARC G 12.3 CF DRIVEWAY 1 : © C� ZONE G: I,OG5 5F X 0.17 = 181 CF 1,837.G 5F PAVING X 0.17 = 3 12.4CF PROVIDE(1) 8' DIA X 4'-G" DRYWELL = 190. 1 CF y „ PROVIDE (1)8' DIA X 8' DRYWELL = 337.5 CF DRIVEWAY 2: ZONE H: 985.G 5F X O.17 = I G7.G CF 1,592.G 5F PAVING X 0. 17 = 270.7 CF PROVIDE (1) 8' DIA X 4'-G" DKYWELL = 100.1 CF PROVIDE (1) 8' DIA X 7" DRYWELL = 295.G CF '( y • DRIVEWAY 3: ZONE 1 1,1 24 5F X 0.17 = 100.1 CF 1,330.3 5P PAVING X 0. 17 = 22G.2 CF PROVIDE (1) U DIA X 4-0 DRYWELL = 130.1 CF PROVIDE (1) 8' DIA X 7 DRYWELL = 295.G CF DRIVEWAY 4: ZONE 3: 1,020 51'X 0.17 = 173.4 CF 1,289.7 5F PAVING X 0. 17 = 2 19.2 CF PROVIDE (1) 8' DIA X 4'-G" DRYWELL = 190.1 CF CLIENT/OWNER PROVIDE (1)8' DIA X 7VKYWELL = 295.G CI` HARD CORNER GRATE AND FPAME OR COVER PARTNERS LLC ALLOW 3"t�1N FOR ADJUSTMENT 53530 MAIN ROAD GRADE VARIES SOUTHOLD, NY 11971 8" PVC TO CONNECT REINFORCED TRAFFIC BEARING DASI1 , (TYP) POURED CONC, COVER PROJECT TITLE C" PVC TO CONNECT ROOF LOADERS N€!"l WRAP SILT FILTER FAE?RCG MIXED USE PRECAST A�"CUND D.B. I caNC, R;NsG N 4'--O" GRAVEL PA.CKFILL u, � � I I I a-o° DRAWING TITLE SITE PLAN UTILITIES DRAINAGE o SANITARY N DATE SCALE NO WATER AT 17" CFLOt4J GRAGL" May 25,2022 1"=30' LEACHING 13A51 N DETAIL [DECEIVED DRAWING NO. SCALE: 114" = P-O" JUL 12 2022 Southold Town Planning Board E :373 E m O E t- p 1 o ISSUES/REVISIONS L_. _ o L o L = Land Now or Formerly of: z° 0 3 Q Land Now or Formerly of: I Story 2 f6 3 z Denis Salzman Regina Salzman Building 1-° ED Land Now or Formerly of: Lisa Schiller J E5teve5 Holding Corp. Andrea Weiss � DRIVEWAY MIN'15 g� H. C (Right of Way) Land Now or Formerly of: Esteves Holding Corp. 1 drlVeWa —� masonry wall along line to be removed — _ _ S1 5055 50�L x j PROPERTY LINE WALKWAY LIGHTING ON 3 , " — — — POST.SEE SEPARATE CUT _--6 4.12 k / SHEET j O O/� O O ° _ e X X X ° / "{ ! © Q 0 � C� r 0� O 0 n ' O OO OO O O O PROPOSED STREET TREE - - -- -- - - © O ,` `' �. 00 APPROX.LOCATION r5'LIGHT OLE k �� t © � — ' `- 'a '�„� , _ O I SEE CUT sLO EE LOADING t LINO EPARATEILA FROM MOOR I ' N I SILT FENCE AROUND OPOSED CONSTRUCTION. i 5 SEE DETAILS NATURAL VEGETAT N TO Qo W MIN. Fe _EL R MAIN EXCEPT INVI - /E a,, © © QV[NES AND(jr HER NOXIOUS \ l /� O EDIEF' y.;, CALIPER Du FRrIDEW n r�_ _ .... •:. 0 Q o o ©©PLANTS Q yrr --__---------I---- r�1UICU VEGETATON '�� .r` W1,r1 ( 4 LAWN LAWN \ �� 00 0° 0 �- I - o dj APPROX.LOCATION EXISTING STREET EE rt1 Q Q �- L v (� I I 0 M LAWN - uPM a IlI2IGHT t _I L_ • v POLE LAWN � � 2 r Q OO '1 4�7 1 O 0 • O v e ° o & Al .2" O I OLLJ 1U PAVED WALK AVED W K ® LIPER 1 I I r r� N PROPOSED STREET TREE 0 tr 25 f; ' - APPROX.LOCATION N ';'%.', - �• �" r (� - 1 WALKWAY L TI I I � "W I - O e '> © Q ALKWAY LIGH�I�G ON 3'POST.S E LAWN :40 f ON 3'POST. E SEPARATE C T HE _ I I I� TO EDGE OF ° SEPARAT ,b WALKWAY LIGHTING LAWN WALKWAY IGHTING • SIDEWALK 15'LIGHT LA L ON 3'POST.SEE @DN 3 POS SEE 7 k LAWN POLE h? ONLY r SEPARATE CUT SHEE SEPARAT UT SH E L 252 .sW'%b 1- LAWN ° - `¢' '' ® LINE SEPARATES I 1 LAWN @ LAWN 0 '�-� ,s. �r' LAWN FROM _ 1 — � 1 J 4 NATURAL I Do - ,� ° ° - X -XI- t VEGETATI �O Q I 0 7 7) B .250 /! // �T/ { �J` O _..-,_. .•-.- "",.,. .. O _,r'' @1 O EXISTING STREET TREE APPROX.LOCATION �\ EXISTING STREET THE APPROX.LOCATION -XISTING STREET TREE APPROX.LOCATION ' ge pavement APPROX.LOCATION / � ---•--___,.-, , e o ZO `'�. t PROPOSED STREET TREE �~ a APPROX.LOCATION STREET TREE PROPOSED STREET TREE PROPOS STREET TREE APPROX.LOCATION APPROX.LOCATION ,, Wells (Wells Road) Avenue APPROX. CATION 20 EXISTING TREE LEGEND PROPOSED PLANTING LEGEND SITE PLAN: LANDSCAPING BASED ON SURVEY BY: LANDSCAPE COVERAGE JOHN C. FREERS LAND SURVEYOR ALL EXISTING TREES NOTED AND LOCATED ARE SHRUB/ EVERGREEN BROAD LEAF BUILDING AREA : 13,155 5P G" CALIPER OR LARGER. SCALE: 1 = 30 L I G H T I N G 6 EAST MAIN STREET RIVERHEAD, NY 1190 I ��/��//// PRIVEW Y5: 4,297 5P o� i�o - /�/ PARKING LOT: 1 1,052 5F QQ OAK TREE IN VARIETY ,X I HOLLY, HETZ JAPANESE (5 TALL) 2 EA. DATED : 10-06-2010 SCTM No. 1000 6 14 1 TOTAL IMPERMEABLE SURFACE: 32,05G ►Q LOCUST TREE IN VARIETY 2 OZMANTHUS 'GULFTIDE' (I O' TALL) 5 EA. PARCEL ZONED HAMLET BUSINESS HB 10TAL LANDSCAPE: 67,1 52 51' OCT 29,2021 ELEVATIONS REFERENCE NAVD '88 DATUM LAND5CAPE COVERAGE: G7.7% © CEDAR TREE IN VARIETY TREE DECIDUOUS AREA = 99,208 SF OR 2.28 ACRES © WALNUT TREE IN VARIETY 3 CHERRY YOSHINO (25' TALL) 3 EA. THESE PLANS ARE AN INSTRUMENT OF @ MAPLE TREE IN VARIETY 4 DOGWOOD KOUSA (30' TALL) 3 EA. SERVICE AND ARE THE PROPERTY OF THE IRRIGATION CALCULATIONS ARCHITECT. INFRINGEMENTS WILL NOTE: ALL EXISTING TREES SHOWN ARE TO X 5 HORNBEAM COLUMNAR (35' TALL) 2 EA. BE PROSECUTED LANDSCAPE AREA: 28,471 SF REMAIN 0 2022 ALL RIGHTS RESERVED A55UME 30 ZONES AND I" DIA. PIPE. 6 REDBUD FOREST PANSY (25' TALL) 2 EA. F,UN PER WEEK= 30 ZONES X 3 20 MIN = 1800 MIN WATERING TIME. PARKING LOT LANDSCAPE ZELKOVA (50' - 80' TALL) 4 EA. CAPACITY @ 30P51 W/ I" PIPE = 50 GPM MAX CALCULATION TREE EVERGREEN 1500 MIN X 50GPM = 90,000 GALAWEEK = 9 GPM....ALLOW 10 GPM 30 5PACE5 @ 10 5F PER SPACE= 300 5F LANDSCAPED AREA IN PAVED 8 ARBORVITAE GREEN GIANT (30' TALL) 29 EA. PARKING AREA. Robert I. Brown PROVIDED: STREET TREES Architect, P.C. (2) AREAS @ 1 5 1 SF + (1) AREA @ 247 5F = 549 51' EACH WITH MIN. 2" CALIPER TREE. 49� 2o5 Bay Ave. Greenport NY AL50 (1) AREA I I G 5F WITH LAWN 014LY 9 WILLOW OAK (50' TALL) 19 EA. info@ribrownarchitect.com 631-477-9752 1 story IT IS A VIOLATION OF THE LAW FOR ANY PERSON, building UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. . . . . . . . . . . . . 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( I I 3 AFFORDABLE �A"PI ALfR1TM E �T�—S � � drlVeWa 555 50 E ON SECOND FLOOR --,PROPERTY LINE :- 2 ("IVFIN FLOOR EL. 2G.5' LO 0 AREAS � r- � NOT � '20--_ Q; z� N zo I _r�J- �---- • N i---- I r - - �/ L----� t o �. • w - I I �� I I I j i I I I I I I � � I I N p� I I I N � o N N O Jim est JJ �` It I Pt�, PERTY LINE - EDGE OF PAVEMENT } N15 45 010 W I - __ 5ED "~� A �, CON RETK SIDE E f CONCRET ( I 1 n `. I� - - __ _ ..r. ... ' SIDETALWALK- _ EDGE OF PAVEMENT (Wells Road)W&IS--- 20 Av ue—��._....a I0 1 2 3 5 6 7 SITE PLAN: CUT AND F I L L SUMMARY: BASED ON SURVEY BY: SCALE: 1" = 30' A. EXCAVATION SOIL BY BUILDING JOH N C. EH LER5 LAND 5URVEYOR o S io ao' 1. RESIDENTIAL BUILDINGS = 1,330 CY G EAST MAIN STREET RIVERIIEAD, NY 11901 '/// 2. MIXED USE BUILDING = 1,25G CY DATED : 10-08-2019 TOTAL EXCAVATION = 2,58G CY SCTM No. 1000-G 1-4-1 B. FILL AREAS BY 100 FT SEGMENTS PARCEL ZONED HAMLET BUSINESS HB 0-1 NO FILL ELEVATIONS REFERENCE NAVD '88 DATUM 1-2 NO FILL 2-3 NO FILL AREA = 99,208 SF OR 2.28 ACRES 3-4 ADD 370 CY 4-5 ADD 2,222 CY OCT 29,2021 G-7 NO ILL 70 CY F INDICATES EXISTING CONTOUR LINE TOTAL ADD/REDISTRIBUTE = 2,9G2 CY NET VOLUME THESE PLANS ARE AN INSTRUMENT OF RESULT: NEED APPROX. 100 CY FILL TO COMPLETE THIS PROJECT INDICATES PROPOSED CONTOUR LINE SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED 18'-0"MAX. C.to C. U 2iIt- I itfiti;# Lu Robert I. Brown 1 Story / j Building of 'k ;� �` s"MIN= " Architect, P.C. —� 2055 Bay Ave. Greenport NY � � f driv AWht of Way) Land Now or Formerly of: Esteves Holding Corp. driveway ribrownarchitect.com o in in o@7-9752 ' my wa a on e k664. 12' PERSPECTIVE VIEW ^ I ^ ' -WIN�/ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, r------------------ UNLESS ACTING UNDER THE DIRECTION OF A ' a ' ONO ' n LICENSED ARCHITECT,TO ALTER ANY ITEM ONam, 36 MINIMUM 2 x 2 ' maw � man , an. � THIS DRAWING IN ANY WAY. ANY AUTHORIZED i FENCE POST ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. :3 ^ WOVEN WIRE FENCE _ I I U �, �, � , �, _ � � � , � ��„ �. 00 (6x6 - 10/ 10 WWF) ----------------------------------- ? 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PARCEL ZONED HAMLET BUSINESS HB SCALE: i = 30' JUL 12 20Z2 o5' i�o' ELEVATIONS REFERENCE NAVD'88 DATUM AREA = 99,208 SF OR 2.28 ACRES out o Town INDICATES EXISTING CONTOUR LINE Planning Board ISSUES/REVISIONS Building Building DRIVEWAY (Right of Way) Land Now or Formerly of: E5teve5 Holding Corp. DRIVEWAY (Right of Way) Land Now or Formerly of: E5teve5 Holding Corp. k S15°55 50 E k x S15°55 50 E k IN FLOOR EL. IN L R EL. •• F •--� 2G.5' 26.5' , �0 Ln L N � N NOTE: A r -----� Z, o �J u o< , r 1 za L---- o NOTE: A • Z �� CURBS TO r----f Z z5 CURBS TO -(-� �____� W "MOUNTABLE" I I i • "MOUNTABLE" ---- I i i r---- I � w O I O r_1----J I L 1177.77 J L---- � z z .... .................... r ; !lij> N15°45'10"W N15°45'10"W wr- Tree g EV Tree S EV (Wells Road) � � �� (Wells Road) Wells Wells SITE PLAN: TRUCK TURNING SITE PLAN: TRUCK TURNING SCALE: 0' = 30' ENTRY FROM NORTH ''��/// SCALE: = 30' ENTRY FROM NORTH �� OCTZ9,ZOZ� �� //% = MAX. TRUCK SIZE 35 X 8 ' ' / THESE PLANS ARE AN INSTRUMENT F MAX. TRUCK SIZE 35 X 8 0 SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED zozz ALL RIGHTS RESERVED Building Robert I. Brown Building Architect, P.C. DRIVEWAY ao� Bay Ave. Greenport NY (Right of Way) Land Now or Formerly of: E5teve5 Holding Corp. in?o@ribrownarchitect.com S15°55 50 E DRIVEWAY (Right of Way) Land Now or Formerly of: E5teve5 Holding Corp. in?o@ ibrow k X k S15°55 -9752 50 E k N f LOOK EL. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 2G.5' --►� �� UNLESS ACTING UNDER THE DIRECTION OF A Ln " FIN FLOOR EL. LICENSED ARCHITECT,TO ALTER ANY ITEM ON 2G.5' THIS DRAWING IN ANY WAY. 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I '.'Y , , Js L 9 CLIENT OWNER �b,ar r „ r , 4 �>: s, r " , x t , , w r ! t r \• w dfl� j °4' 6 , s r 6$,ex .r b >, 4 L r HAR D x. j . .�: CORNER F> 9 � I >\ •t1. ,it T• n ' �A . r .o ra i PARTNERS LL ;1 C , p , .y ,i , , , a 5 e ^-a a , - i e , , ,1 4 h 11 ,, , . _ ,,• , . '. ,. o MAIN ROAD 4 53 53 , t, ''Raara t, d p d a 4 e•� t Yam..' ��^ � �,• �f �� S TH t' Y` OU OLD NY 11971 , ,rNr' , , - g i , , a g f ,� NtlM' U k i •'' g ,ppg(l r ' 6 ek GiBA A$ 1, I!�0 1 `3 t 'M t I.1 n Z.' V0G P� 1 .Alt 4 f' :x eAr 7 r-t •At S �M' PROJECT a g ,PTITLE { 1 e 1f F saf k- Y sa: r `f N4 r•".3 L A `l: GSM+✓ <.t n.rfh' _ - ,.ut lM` l .•" I l .- b 52 tr ?ad r' g a*^V 3 aky x bN f P �Y�W-w. ..g •'f �'<T*��. .1'�.gib..,..,.., "`` 4^%°• YII „ td x o ± ,w Ab t y� I at I � � Aa�L:ru1 z w J�{ 4 'nor USE U t f .� b. k z� . 9 i r a r4 7�t I 1•n Y =m�M i I DRAWING TITLE I r 8. b c �a r` r ' SITE PLAN iw 8 r r' „ •a,. ,sr .c a' a1r" LIGHTING STUDY i I r , ii i p S+ 4, DATE L SCA E May2 2022 1' O !' r -3 i 5 a . Y bf' e4 DRAWIN N i RE CEIVED V G O. E a „ Y , C I E JUL 12 cn,abold Town Planning Board Calculation Summary Expanded Luminaire Location Summary PLOT TO 22"x34"PA E Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type Grid Z ISSUES/REVISIONS BIdg2 Drive Illuminance Fc 0.03 0.2 0.0 N.A. N.A. Readings taken @ 0'4'AFG 10 10 Horizontal 0 LumNo TagX Y MTG HT orient Tilt BIdg2 walkway Illuminance Fc 1.24 2.7 0.3 4.13 9.00 Readings taken @ 0'4'AFG 4 4 Horizontal 0 2 B 9799.369 -5770.396 17.5 90 0 2 B 9799.369 -5774.136 17.5 270 0 BIdg3 Drive Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Readings taken @ 0'4'AFG 10 10 Horizontal 0 r 3 C 9808.829 -5709.192 17.5 270 0 BIdg3 walkway Illuminance Fc 0.59 2.1 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 4 4 Horizontal 0 4 E 9663.152 -5693.255 3.5 270 0 1 El a J g BIdg4 Drive Illuminance Fc 1 0.00 0.0 0.0 1 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 5 E 9665.73 -5702.102 3.5 0 0 �11 a BLED5-42Y BLED5-42Y BIdg4 walkway Illuminance Fc 1.36 2.9 0.5 2.72 5.80 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 6 E 9665.644 -5713.512 3.5 0 0 5 0 0 HIM� ��267 3 729 -5725. . I j BIdgS Drive Illuminance Fc 0.03 0.2 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 7 E 9665. a� < --------- 8 E 9665.73 -5737.021 3.5 0 0 g BIdg5 walkway Illuminance Fc 1.34 3.1 0.2 6.70 15.50 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 Technical Specifications(continued) c t 9 E 9674.084 -5699.305 3.5 90 0q f t a , Project: Type: Landscape Illuminance Fc 0.02 0.1 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 18 E 9671,226 -5742.927 3.5 0 0 as 0 1 1 a j Construction Other Electrical Landscape 5 Illuminance Fc 0.33 0.5 0.2 1.65 2.50 20 Readings taken @ 0'-0"AFG 10 10 Horizontal 0 20 E 9664.329 -5757.474 3.5 90 0 a s Finish: Warranty: Driver. j Landscape_1 Illuminance Fc 0.14 2.3 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 21 E 9671.222 -5757.642 3.5 0 0 a Q `� ) Formulated for high durability and long-lasting RAB warrants that our LED products will be free Mul ichip 5W high output long life LED Driver s&�s Prepared By: Date: color from defects in materials and workmanship for a Constant Current,Class 11,120V-24OV,50160 Hz, 22 E 9679.933 -5773.813 3.5 90 0 x Q a g g. Landscape_2 Illuminance Fc 0.09 0.2 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 d g Anchor Bolt period of five(5)years from the date of delivery 400mA 23 E 9687.835 -5774.407 3.5 0 0 to the end user,including coverage of light Landscape_3 Illuminance Fc 0.27 1.6 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 H,f I f '. 24 E 9687.539 -5786.622 3.5 0 0 pg�, s a �� The anchor bolts for the BLED's have the output,color stability,driver performance and f g 'E following dimensions W-13 x 12 114"long fixture finish,RAB's warranty is subject to all Landscape_4 Illuminance Fc 0.01 1.2 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 25 E 9687.242 -5798.911 3.5 0 0 8 a=1 -� with 2 3!4"hook.Available online in pdf file terms and conditions found at Offsite Illuminance Fc 0.00 0.04 0.00 N.A. N.A. Readings taken 0'-0"AFG 10 10 Horizontal 0 26 E 9687.613 -5811.051 3.5 0 0 s g @ 1'B s c Driver Info LED Info Green Technology: rabliahting com/warranty ! 27 E 9687.539 -5825.119 3.5 0 0 t 1 Parking Lot Illuminance Fc 1.39 4.6 0.1 13.90 46.00 Readings taken @ 0'-0"AFG 10 10 Horizontal 0 [ a sa t Type Constant Current watts 5w Equivalency: 28 E 9726.87 -5777.174 3.5 180 0 �� Y � f YP Mercury and UV free.RoHScompliant Property Line Illuminance Fc 0.01 0,04 0.00 N.A. N.A. Readings taken @ 0'-0"AFG 10 N.A. Horizontal N.A. I g s g 120V 01A color ramp 3000K(Warm) components Equivalent to 13W CFL or60W incandescent 29 E 9726.981 -5789.634 3.5 1 180 0 j 2oav o osA Color Accuracy 87 CRI ROW Line Illuminance Fc 0.01 0.04 0.00 N.A. N.A. Readings taken @ 0'-0"AFG 10 N.A. Horizontal N.A. Y a I° I Buy American Act Compliance: I 30 E 9726.981 -5803.748 3.5 180 0 Professional Grade LED Bollards compliment any pathway or landscape design 240V 0.05A L70 Lifespan 100,000 Hours Walkway Illuminance Fc 1.68 4.9 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 4 4 Horizontal 0 31 E 9726.908 -5817.271 3.5 180 0 T Low profile 5W Square LED comes in Cool,Warn and Neutral color temperatures RAB values USA manufactu rig)Upon request, P 277V N/A Lumens 129 Bollards come in 18,35 and 42"versions RAB may be able to manufacture this product to 32 E 9726.981 -5830,479 3.5 180 O m Input Watts 5.2W Efficacy 24.6 IrNW be compliant with the Buy American Act(SAA). II quotes/orders generated from this layout must be forwarded to the Local Rep Agency c, m Color Bronze Weight 11 8lbs Please contact customer service to request a 33 E 9735.058 -5774,225 3.5 90 0 Project:Parking Lot 34 E 9663.716 -5827.385 3.5 270 0 o m quote for the product to be made BAA I c 1 n compliant. .,#^ gym Qty T g La el Arr Lum.Lume Lum.Lumens LLF Description BUG Lum. Arr. Total 35 E 9678.698 -5832.726 3.5 90 0 N 3 ns rr. _._, _ __.� _ __-., __.•.,___�___ _ M 37 E 9699.443 -5832.844 3.5 90 0 (A Rating Watts Watts Wafts 38 E 9715.244 -5832.844 3.5 90 0 Technical Specifications Dimensions Features ^ �i 1 C ALED3T50Y-SS-B Single 6139 6139 1.000 ALED3T50Y+ALED15OSS(BACK SIDE SHIELD B1-U0-G2 54.5 54.5 54.5 39 E 9743.212 -5738.818 3.5 180 0 o High output LED 1 B ALED3T50Y x 2 @ 180° Back-Back 6377 12754 1.000 ALED3T50Y Pole Mounted,Type III B1-UO-G2 53.5 107 107 0 g Compliance Lumen Maintenance: Mounting: �+�* q ( YP ) 40 E 9743.241 -5750.806 3.5 180 0 a 100,000-hour life 45 E 9746.834 -5750.806 3.5 249.652 0 o o UL Listed: The LED will deliver 70%of its initial lumens at 42"Bollard 50 ti 100,000 hours of operation e• Superior heat sinking with die cast aluminum housing N m Suitable for wet locations Cold Weather Starting: + r° 46 E 9685.609 -5699.305 3.5 90 0 A e ti o n rr Color Consistency' �,:�:.j Meets ADA Requirements Luminaire Schedule 47 E 9697.133 -5699.305 3.5 90 0 0 N y IESNA LM-79&IESNA LM-80 Testing: Minimum starting temperature is-40°C(a0°F) ?_ n ;n 3-step MacAdarn Ellipse binning to achieve 48 E 9708.658 -5699.305 3.5 90 0 RAB LED luminaires and LED components have Maximum Ambient Temperature: `r Project:Project consistent fixture-to-fixture color s' j 49 E 9720.182 -5699.305 3.5 90 0 6 been tested i an independent laboratory in Suitable for use in up to 40°C(104°F) 7 e°" Sym City Tag Label Arr Lum.Lumens Arr.Lum.Lumens LLF Description Lum.Watts Arr.Wafts Total Wafts BUG Ratio accordance with IESNA LM-79 and LM 80 Color Stability: g 50 E 9731.707 -5699.305 3.5 90 0 Gaskets: 4 D WPLED5Y Sin le 128 128 1,000 WPLED5Y Wall Mounted Dark Sky Conformance' LED color temperature rtempe temperature to shift no g ( ) 5.3 5.3 21.2 BO-U 1-GO 54 E 9737.619 -5706.734 3.5 180 O more than 200K in color tempo store over a 5- High-temperature silicone 4r Conforms to(allows for conformance to)the oe 7 ern 52 E BLED5-42Y Single 128 128 11,000 1 BLED5-42Y(3.5ft tall Bollard) 5.3 5.3 275.6 BO-Ul-GO 55 E 9737.558 -5721,514 1 3.5 180 0 4 requirements for thelDA's"Fixture seal of year period 56 E 9737.517 -5733.868 1 3.5 180 0 9 Approval"as of March 1,2016, Color Uniformity: Total Lumens = 12754+ 6139+128x56 = 26,061 57 E 9950.753 -5834.165 3.5 180 0 Performance RAB'srengeofCorrelatedColorTemperature 58 E 10079.884 -5836.612 3.5 0 0 a o follows the guidelines of the American National a Lifespan: Standard for Specifications for the Chromaticity 59 E 10137.155 -5837.471 3.5 180 0 a a on 100,000-Hour LED lifespan based on IES LM-80 of Solid State Lighting(SSL)Products,ANSI 60 E 10230.42 -5838.835 3.5 180 0 v 2 :c results and TM-21 calculations C78.377-2017. az4 NOTES: 61 E 9953.918 -5802.825 3.5 270 0 z LED Characteristics Construction 'The light loss factor(LLF)is a product of many variables,only lamp lumen depreaaton(LLD) c has been applied to the calculated results unless otherwise noted The LLD is the result(quotient) 62 E 9965.895 -5802.825 3.5 270 0 !? �< -„ Color Temperature: Housing: of mean lumens/initial lumens per lamp manufacturers'specifications. 64 E 10061.976 -5810.761 3.5 270 0 3000K Precision die-cast aluminum housing,lens frame 66 E 10156.999 -5800.052 3.5 270 0 Illumination values shown(in footcandles)are the predicted results for planes of calculation 67 E 10156.999 -580 .052 3.5 270 0 either horizontal,vertical or inclined as designated in the calculation summary.Meter orientation is normal to the plane of calculation is 68 E 10245.628 -5811.055 3.5 270 0 �� PROPOSED POLES TO BE MOUNTED The calculated results of this lighting simulation represent an anticipated prediction of system ON 30"TALL CONCRETE BASE. 69 D 10256.63 -5803.84 8 270 0 f d performance.Actual measured results may vary from the anticipated performance and are subject 70 D 10163.198 -5792.837 8 270 0 ALED3T50Y .� to means and methods which are beyond the control of RAB Lighting Inc. BASE TO BE DESIGNED BY OTHERS. ALED 150SS 71 D 10054.478 -5803.747 8 270 0 a *Mounting height determination is job site specific,our lighting simulations assume a nounfing 72 D 9976.082 5796.081 8 270 0 rn -- -- - _ height(insertion point of the luminaire symbol)to be taken at the top of the symbol forceiling H """""`""'"""""""""`""'""""""`"""`- ""� �'"'"--""""-"""""'-' -""-'"'""""""""""'""""""""'""' -------------•-^•-^•••--•-.1 mounted luminaires and at the bottom of the symbol for all other luminaue mounting configurations. 73 E 9745.45 -5711.827 3.5 270 0 2 W 11{ f i (( •It is the Owner's responsibility to confirm the suitability of the existing or proposed poles and bases 74 E 9757.45 -5711.827 3.5 270 0 o o F { Project: Type: Project: Type: to support the proposed fixtures,based on the weight and EPA of the proposed fixtures and the owner's PS4-11-15D2 76 E 9744.855 -5774.171 3.5 0 0 site soil conditions and wind zone It is recommended that a professional engineer licensed to practice E 9671.446 -5769,431 3.5 0 ii on<m w I lo b j in the state the site is located be engaged to assist in this determination 77 0 o N� r„N .-u.----...•.- �..........,..."...�_.... 'i t%3:';,+: -,K,„,. --:, s ,_„. ,„.,"-"..,_-., i 78 E 9744.786 -5786.493 3.5 0 1 0 ^ The landscape material shown hereon is conceptual,and is not intended to be an accurate .y '•'.i<°',e�,�^' "'. Prepared B Date: �•'*. •"• '""�'"-` "" Prepared By: 79 E 9750.803 -5765.114 3.5 180 0 8r' �:s. •. P Y „a. ;;'' P Date: representation of any particular plant,shrub,bush,ortree,as these materials are livin3 objects, ` ,� x qI I k'" r w;''>,*,r `n .'i�� Total Quantity:59 ^� f v. p The actual illumination values measured in the field will vary. ""s3"wn +x.eaxreµ..enirGlA s ( r, I Photometric model elements such a buildings, I i O s u s,rooms,plants,furnishings s or an ardtitectural 9 9 Y 4' r, details whichimpactth dispersion .Y e d s ors on of light must a detailed e „b d a d b the customer documerts for inclusion }j in the RAB lighting design model.RAB is not responsible for any inaccuracies caused by incomplete = rDrlver Info LED Info information on the part of the customer,and reserves the right to use best judgement when translating r 5 + customer requests into photometric studies. ALED3T50Y-SS-B ALED3T50Y x 2 n 180°WPLED5Y BLED5-42Y (! Type Constant Current woos Sow • . .. £ ..> a;,i-H; v �� [ 120V 0.46A Color Temp 3000K(Warm) OCT 29,2o21 .RAB Lighting Inc.luminaue and product designs are protected under U S.and International intellectual 208V 0.27A Color Accuracy 71 CRI property laws.Patents issued or pending apply Color:Bronze Weight:32.0 Ibs 240V 0.23A L70 Lifespan 100,000 Hours Weight:0.0 ibs MAR.10, 2021 277V 0.20A lumens 6,500 Input Watts 54.6W Efficacy 1191MW I !I WPLED5Y 1� WPLED5Y THESE PLANS ARE AN INSTRUMENT OF ----- -- �-- --- ----• - --- SERVICE AND ARE THE PROPERTY OF THE - ••---•- ----•• ---•-•------ ---------1, __-____�_�___-__-._.....- - _ __ Technical Specifications Technical Specifications ARCHITECT.INFRINGEMENTS WILL I BE PROSECUTED Technical Specifications(continued) Compliance Construction Housing: Other r,A Project' Type: 2022 ALL RIGHTS RESERVED : '• LED Characteristics Color Stability: Surge Protection' UL Listed: IES Classification: Die-cast aluminum housing,lens frame and Buy American Act Compliance: "i.aA mounting arm LEDs: LED color temperature is warrantied to shift no 1 KV Suitable for wet locations as a downlight The Type III distribution is ideal for roadway, RAB values USA manufacturingi Upon request, more than 200K in color temperature over a 5- DLC Listed: general parking and other area lighting Mounting: RAB may be able to manufacture this product to 5W,high-output long-life LED year period applications where a larger pool of lighting Is Universal mounting arm compatible for hole be compliant with the Buy American Act(BAA). Prepared By: Date: 9 P Color Temperature: This product is on the Design Lights Consortium required.It is intended to be located near the Please contact customer service to request a Color Uniformity spacing patterns from 1"to 5 1!2"center to (DLC)Qualified Products List and is eligible for side of the area,allowing ilia light to protect quote for the product to be made BAA 3000K rebates from DLC Member Utilities. outward and fill the area. center.Round Pole Adaptor plate Included as a compliant, It. - RAB's range of Correlated Color Temperature standard.Easy slide and lode to mount fixture _ - Color Consistency: follows the guidelines of the American National DLC Product Code:P0000178T IP Ratio with ease.Round pole diameter must be>4"to ", --- --"-"•"- -" --- - ---"-"----- Standard for Specifications for the Chromaticity 9' 3-step MacAdam Ellipse binning to achieve IESNA LM-79&IESNA LM-80 Testing: mount fixtures at 90°orientation. . of Solid State Lighting(SSL)Products,ANSI Ingress protection rating of IP66 for dust and consistent fixture-to-fixture color RAB LED luminaires and LED components have water Reflector: Dimensions Driver Info LED Info Robert I. Brown C78 377-2017. P been tested by an independent laboratory in Ambient Temperature: Specularwacuum-metallized polycerbonate Type Constant Current Watts 5W Electrical accordance with IESNA LM-79 and LM-60. Architect P.C. •_ '. . - ': `".�,y;,r;;'., -' <': ` '." `:`-.`".�.' 120V 0.18A Color Temp 3000K(Wane) Suitable for use in up to 40°C(104°F) Gaskets: 208V 0 18A Color Accuracy 88 CRI Drivers- ( Dark Sky Conformance: k LED 5W Wall packs.patent-pending thermal management system.100,000 hour 240V 0.18A L70 Lifespan 100,000 Hours Constant current,Class 2,100-240VAC,50-60 Conforms to(allows for conformance to)the Cold Weather Starting High-temperature silicone gaskets lE(L70lifespan 5-year,no-compnmise warranty. 277V NIA Lumens 128 Hz,0 18 Amps. requirements for the IDA's"Fixture Seal of Minimum starting temperature is-40°C(-40°F) 205 Bay Ave. Greenport NY t sill Approval"as of March 1,2016 Color:Bronze Weight:2.0 ibs Input Watts 5 3W Efficacy 24 2 IMW """"� „ ,, -�-- -,.-----, ,.� t Thermal Management: info@ribrownarchitect.com � Performance I Superior thermal management design with 631-477 9752 Dimensions � Features i I I is Lifespan: external Air-Flow fins provides maximum I +r---"-�-- +-"--"r High performance LED light engine i operational life,even in high ambient ; y147ram A;� 100,000-Hour LED lifespan based on IES LM-80 temperature environments { 114Cm Maintains 70%of initial lumens at 100,000-hours results and TM-21 calculations �� _.......w r*�^- -=' ••- Weatherproof high temperature silicone gaskets I i Technical Specifications ( E Superior heat sinking with die cast aluminum housing and external t Compliance Cold Weather Starting: Other fins IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UL Listed: Minimum starting temperature is-40°C(-40°F) Patents. Replaces 13W CFL or 6OW Incandescent I UNLESS ACTING UNDER THE DIRECTION OF A Jj" LICENSED ARCHITECT,TO ALTER ANY ITEM ON Suitable forwet locations in dovnlight position Housing: The WPLED desi n is rotected b slants 27Qp 100 up to 240 Volts 9 P Y P THIS DRAWING IN ANY WAY. ANY AUTHORIZED only Suitable for mounting within 1.2m(oft)of endin m the U.S.,Canada,China,Taiwan and - 5-Year,No-Compromise Warrant Precision die-cast aluminum housing and P 9 ( I Y ALED3T50Y ;1 3' ALED150SS �� ALTERATION MUST BE NOTED,SEALED,AND the ground. mounting plate 1 1/2"backbox with three 1/2" Mexico. IESNA LM-79&IESNA LM-80 Testing- conduit entry points. Warranty: ; = DESCRIBED IN ACCORDANCE WITH THE LAW. I RAB LED luminaires and LED components have Gaskets: "`-:; ;.=-:- '_ "„ - "'""""""`•-"""""'"`•• tE•000 P RAB warrants that our LED products will be free ---»-, - been tested by an independent laboratory in from defects in materials and workmanship for a .=_' = =_.._.i Technical Specifications continued 14.1e5 High4emperature silicone gaskets P - I P (continued) accordance with IESNA LM-79 and LM-80 period of five(5)years from the date of delivery S Performance Finish: ro the end user,including coverage of light 1 Construction Color Uniformity BAA Compliance: aoo tY.sso as0 Plal Formulated for high durability and long-lasting output,color stability,driver performance and Lifer an: fixture finish RAB's warren EPA: RAB's range of Correlated Color Temperature Click(tare for BAA compliance. \�P color ty is subject to all 9O fellows the guidelines of the American National terms and conditions found at r 1 Fixture:0.75 Warranty: o .� 100,000-Hour LED lifespan based on IES LM-80 Green Technology: Standard for Specifications for the Chromaticity rablighting.ceMwarranty. 2Fixturesat90°:1,2 Q` i results and TM-21 calculations ------.--"- I of Solid State Lighting(SSL)Products,ANSI RAB warrants that our LED products will be tree ;• Mercury and UV free.RoHS-compliant s 2 Fixtures at 180°:2.4 ° "t^W Equivalency' C78 377-2017. from defects in materials and workmanship for Construction components, 3 Fixtures at 90°:2.4 t1F1 pJ,fstx2so Q1.767x 7t70 .4e9 period of five(5)years horn the date of delivery OBROUND PQ OB.OUNM� , rl Equivalent to 13W CFL or 60W Incandescent 4 Fixtures at 90°:1.8 EleCtfIC81 ,tyt IP Rating: � ----- to the end user,including coverage of light Buy American Act Compliance' Finish: Driver: output,color stability,driver performance andw Ingress protection rating of IP66 for dust and fixture finish.RAB's warranty is subject to all 1.d0o water RAB values USA manufacturing'Upon request, Formulated for high durability and long-lasting Constant Current,Class 2,1400mA,100-277V, RAB may be able to manufacture this product to color terms and conditions found at (� Y P 50-60Hz,0.8A,Power Factor 99% Ambient Temperature: Cablimhtinq com/warranty, be compliant with the Buy American Act(BAA). Green Technology: THD. Suitable for use in up to 40°C(104°F) Please contact customer service to request a Equivalency: quote for the product to be made BAA Mercury and UV free.RoHScompliant 61%at 120V,9.4%at 277V Equivalent to 20OW Metal Halide f{.N e.aoo compliant. I components. Power Factor: BuyAmerican Act Compliance: --------•---"" -•--_--"----------•---•--------�•- .-,,..-_"...... ..�. I LED Characteristics 99.6%at 120V,96%at 277V P � RAB values USA manufacturing!Upon request, CLIENT OWNER LEDs: Surge Protection: RAB may be able to manufacture this product to > > I Multichi high-output,Ion life LEDs be compliant with the Buy American Act(BAA). PS4-11-15D2 PS4-11-15D2 p' 9 6kVsurgesuppressionprotectlontestedin ILYA Please contact customer service to request a HARD CORNER __..- Color Consistency: accordance with IEEE/ANSI C62.41.2. t�l 1294 _ .."sootrtExet �� quota for the product to be made BAA .,......_„� �„_,_."„ -,."_,�,-,•w 3-step MacAdam Ellipse binning to achieve Other compliant. consistent fixture-to-fixture color PARTNERS LLC I Patents Optical Technical Specifications(continued) P Project: Type- Color Stability: The ALED-design is protected by patents BUG Rating Construction Pre-Shipped Anchor Bolts: Other LED color temperature is warantied to shift no pending In the U S,Canada,China,Taiwan and BO UO G1 5353 o MAIN ROAD [E Anchor Bolt Bolts can be pre-shipped upon request for more than 200K in color temperature over a 5- Mexico. ALE D3T50Y .-_• ,•„.,_„_,_,--,_•"-•�,_",„•"•_,�_--_,_,_�-,_ -.. ! P PP PTerms Of Sala; year erwd 1 additional freight charge ( i Y p Galvanized anchor bolts and galvanized Pole Terms of Sale is available 40li¢C. 1 SOUTHOLD NY 11971 ' t Prepared By: Date: hardware and anchor bolt template.All bolts Max EPA's/Max Weights: � '^--- •----------•-----•------^--•---•---•--"---•-"--- -----^•--•-"•-------__....."".-_.-„..."._...-.,....,.-.._ f ( Buy American Act Compliance: .._._... _._--.__ _..._. _ . ._.. ._ .-".........._ _ __ _ have a 3"hook. � � 70MPH 17.4 ft./450 lb RAB values USA manufacturing!Upon request, Dimensions Features Anchor Bolt Templates: SOMPH 12.5 ft.l440 Ib. Ordering Matrix 90MPH 9 0 ft./4401b. RAB may be able to manufacture this product to ,q, 66%energy cost savings vs.HID WARNING Template must be printed on 11"x be compliant with the Buy American Act(BAA). Family Optics Wattage Mounting Color Temp Finish Driver Options Options Other Options PROJECT TITLE 10OMPH 6.6 ft./440 Ib. 17"sheet for actual size.CHECK SCALE BEFORE Please contact customer service to request a T 100,000-hour LED lifespan _ ,; 11OMPH 4 8 fL1435 Ib I USING.Templates shipped with anchor bolts 120MPH 3.4 ft./4351b quote for the product to be made BAA 1 5-Year,No-Compromise Warranty ALED') 3T 50 ^TT�' Y ( � and available gILiIlB. 130MPH 2.3 ft./435 lb. compliant. »�• 4T=Type -.50=50WM Blank=Pole Blank=SOOOK ° Blank= tBlank=120-277V 'Blank=No Option ..-.Blank= 140MPH 1.4 ft./430 lb. ;u� IV 78=78W mount (Cool) Bronze /480=480V /LC=Lightcloud® Standard 15OMPH 0.8 ft./420 lb 3T=Type 105=105W SF=Slipfifter N=4000K RG= /BL=Bi-Level Controller USA=BAA MIXED U S E III 125=125W (Neutral) Roadway Gray /D10=0-10V /PCs=120V Swivel Compliant 2T=Type 150=1 SOW Y=3000K W=white Dimming Photocell Square steel poles drilled for 2 Area Lights at 180°.Designed for ground mounting. -------•-�-----•-••---------»--_- - '•- II (Warm) K=Black /480/Dm=480V, /PC ho= ell Poles are stocked nationwide for quick shipment.Protective packaging ensures 0-10V Dimming Swivel Photocell poles arrive at the job site good as new. Features P 1 9 Dimensions Tw T=1 Photocell Color Bronze Weight 105.81bs { Designed for ground mounting DRAWING TITLE �• b._•�mn�Wµ• .- �� ., -"_•".•..-•••,•.w..-•..._.. otip. t1 Heavy duty and polyester coating /PCS4=480V Swivel Photocell SITE PLAN Reinforced hand holes with grounding lug and removable rover for lPCT4=480V ,_,",-._„ ,•„ • ..,,."....�......_. - _ easy wiring access p lWS2Twistl=Mulck ti-Level Pole caps,base covers&bolts are sold separately k LIGHTING STUDY 2 Technical Specifications Custom manufactured for each application ! Motion Sensor 20 ft. NVS4=Multi-Level P Motion Sensor 40 ft. Compliance 4' - P _ Color. Shaft Size: 15 CSA Listed: Bronze powder coating 4" Suitable forwet locations Height: Hand Hole Dimensions Construction 15 FT 3"x 5" DATE SCALE „ May 25,2022 N/A Shaft: Weight: Bolt Circle: 46,000 p.s.i.minimum yield. 106 Ibs 8 1/2" nde 1 B' RECEIVED DRAWING NO. Hand Holes: Gauge Base Dimension: /4' I Reinforced with grounding lug and removable 11 8" cover Wall Thickness: 3 JUL 12 2022 Base Plates: 1/8" - _.� _ Slotted base plates 36,000 p.s.i. Shipping Protection: Southold Town All poles are shipped in individual corrugated Planning Board cartons to prevent finish damage { ISSUES/REVISIONS II II II I I II _ L — � II II L F II II II II OCT 29,zozi II II THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED CRAWL SPACE CRAWL SPACE I I zozz ALL RIGHTS RESERVED II II II II II II Robert I. Brown I I Architect' P.C. II II zo5 Bay Ave. Greenport NY inf5o@ribrownarchitect.com 631-477-9752 FF IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE I D An II II wog A�1.8ttt �20� II II 1, �.. O .Ni- CLIENT/OWNER HARD CORNER - - - - - - - - - - - - - � I PARTNERS LLC - - - - - - - - - - - - - - _j 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE FOUNDATION PLAN MIXED USE 0 5 10 DRAWING TITLE BUILDING 1 FOUNDATION PLAN DATE SCALE May z5,zozz 3/i6"_i'-o RECEIVED '�DRAWING NO. JUL 12 2022 Southold Town Planning Board ISSUES REVISIONS 1" FT M UP 15'-1 1" Ile, 27-0' UP 47-10" G'-O" 27-0" OCT 29,2021 UNIT 13'77.3 GROSS 5f 3 RETAIL Z.10 POSSIBLE WET THESE PLANS ARE AN INSTRUMENT OF RETAIL USE SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL B 1296.2 net 5f E PROSECUTED 2022 ALL RIGHTS RESERVED iD UNIT i UNIT2 DRY RETAIL DRY RETAIL Robert 1. Brown b G, Architect, P.C. 1 ,803.3 GROSS S.F. 1 ,803.3 GROSS S.F. 205 Bay,Ave. Greenport NY info@ribrownarchltect.com 1 ,744.2 NET S.F. Emw 1 ,744.2 NET S.F. 631-477-9752 G_'01. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND GIL DESCRIBED IN ACCORDANCE WITH THE LAW. O SO A17 Le 77 rr' CLIENT OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 _� FIRST FLOOR PLAN PROJECT TITLE 0 5 10 MIXED USE DRAWING TITLE BUILDING i FIRST FLOOR PLAN DATE SCALE May 25,2022 3/16"=i'-o" RECEIVED DRAWING NO. P% JUL 12 W2 out o Town Planning Board ISSUES/REVISIONS APARTMENT 2 APARTMENT 3 0 7'-G" APARTMENT 12'-01/2" — — -� m m G'-5" ))0 -0' BEDROOM 5TORAGE = 0 12'-2 1/2" 88 N ET I p 5'-0" cl 5F—=:,)-1 Ll - o BEDROOM = STORAGE 94 NET N 5F DOWN OCT 29,2021 DOWN THESE PLANS ARE AN INSTRUMENT OF 12'-2 I/2" Cn SERVICE AND ARE THE PROPERTY OF THE N ARCHITECT. INFRINGEMENTS WILL 7771 953 g 5f BE PROSECUTED 12-0 9 O N 595 net 5f 875 net 5f 2022 ALL RIGHTS RESERVED v- N KITCfIEN m BEDRO M m STORAGE Robert I. Brown G5 NET 18, Architect, P.C. 5f 20 Bay Ave. Greenport NY info@ribrownarchitect.com 0 6-4 1/2" 631-477-9752 N LIKM14 G N 0? UNLESS IS A VIOLATION OF THE LAW FOR ANY PERSON, � MUNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON C9 THIS DRAWING IN ANY WAY.ANY AUTHORIZED c� ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. -1 1 1/2" RED ABC SECOND FLOOR PLAN \ CLIENT/OWNER 938 g5f \ 0 5 10 872 net 5f HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDING i SECOND FLOOR PLAN DATE SCALE RECEIVED June 24,2022 j/16"=1—O" DRAWING NO. JUL 12 2022 Southold own0 Planning Board ISSUES/REVISIONS I I I I - - - I i I I I I I I I I I I I I I i I I I I I I I I I I I I I I I i I I I I I I I I I I i I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I i I I OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF I I SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL I I I BE PROSECUTED 2022 ALL RIGHTS RESERVED I I I I I Robert I. Brown - - - - - - - - - - - - - - - - Architect, P.C. 20r5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 i I IIT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZE. ALTERATION MUST BE NOTED,SEALED,AND - I ( DESCRIBED IN ACCORDANCE WITH THE LA I I I I Arc CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE _ ROOF PLAN �\ DRAWING TITLE 0 5 10 BUILDING 1 FIRST FLOOR PLAN DATE SCALE RECEIVED May 25,2022 3h6"=i'-o" DRAWING NO. JUL 12 2022 Southold southold Town Planning Board ISSUES REVISIONS ROOF PITCH- ROOF PITCH: ROOF PITCH: 0-1141 12 9-1141 12 i j 9-1/4/ 12 IN ROOF CRICKETS EPDM ROOF CRICKETS EPDM 1 METAL STANDING SEAM MEMBRANE @ 1 .5 12 PITCH ! s 4 € ( ! MEMBRANE @ 1 .5 12 PITCH ROOF (GRAY) BUILDING TRIM TO BE BUILDING TRIM TO BE PAINTED WHITE PAINTED WHITE I x G" CEMENTITIOUS A 50AED SID VERTIC INVI PAINTED WHITE(TYPICAL) _ . ( d ! i � � , I i ; � � I x G" CEMENTITIOUS LE VERTICAL BOARD SIDING _� # ; I � ' 4 � { ; i ti i ! i l ? ! { i l PAINTED WHITE (TYPICAL) ROOF PITCH: METAL STANDING SEAM R OF PITCH: PRC)Of PIT H: 3 / 12 iJ ROOF (GRAY) 3 112 ------ 3 1 BUILDING TRIM TO BE BUILDING TRIM TO BE PAINTED WHITE PAINTED WHITE ALL WINDOW fKAME5 ALL WINDOW FRAMES AND SASHES TD BE AND SASHES TO BE BLACK 1 —1 — — - 11 L BLACK LL4 CEMENTITIOUS SHINGLES CEMENTITIOUS SHINGLES WITH G" EXPOSURE, CEMENTITIOUS SHINGLES WITH G" EXPOSURE, WITH I I I to L-Alo5uu, NORTH ELEVATION PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) 0 5 10 OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 200 Bay,Ave. Greenport NY in?o@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO AI.TFR ANY ITEM ON ROOF PITCH: ROOF PITCH: ROOF PITCH: THIS DRAWING IN ANYWAY. ANY AUTHORIZED 9-1/4/ 12 i 3-1141 12 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ROOF CRICKETS EPDM ROOF CRICKETS EPDM MEMBRANE @ 1 .5 12 PITCH MEMBRANE @ 1 .5 12 PITCH BUILDING TRIM TO BE BUILDING TRIM TO BE PAINTED WHITE PAINTED WHITE I x CEMENTITIOUS ! i I l ! i t ( 3 { fI I 1 x G" CEMENTITIOUS VERTICAL BOARD SIDING VERTICAL BOARD SIDING PAINTED WHITE (TYPICAL) � ikj } i � ! I € i £ � � � i � ( � � # i � � 1 � � I ` F � � t � I � Ij � ! { � i � I i I � I € ! I � I ' 1 � � { � � I PAINTED WHITE (TYPICAL) CLIENT/OWN& ! III lull ; METAL STANDING SEAM ROOF PITCH: 3 / 12E pi ROOF (GRAY) HARD CORNER ROOF PITCH: PARTNERS LLC 53530 MAIN ROAD BUILDING TRIM TO BE BUILDING TRIM TO BE SOUTHOLD, NY 11971 PAINTED WHITE PAINTED WHITE PROJECT TITLE ALL WINDOW f RAM f5 ALL WINDOW FRAMES MIXED USE AND SASHES TO BE AND SASHES TO BE BLACK BLACK DRAWING TITLE CEMENTITIOU5 SHINGLES CEMENTITIOUS SHINGLES WITH G" EXPOSURE, WITH G" EXPOSURE, BUILDING SOUTH ELEVATION PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) o 5 10 NORTH ELEVATION SOUTH ELEVATION DATE SCALE May 25,2022 06"=i'-o" RECEIVED DRAWING NO. JUL 12 2022 SoutholdTown Planning Board ISSUES/REVISIONS E [ f Y p, t �; } kI ROOF PITCH: 9- 1/4 / 12 I " x G" CEMENTITIOU5 VERTICAL BOARD SIDING PAINTED WHITE (TYPICAL) 4 i • s # � { { � � I � i I � � \ � � i BUILDING TRIM TO BE PAINTED WHITE PAINTED WHITE ALL WIN DOW FRAM ES AND SASHE5TOBE CEMENTITIOU5 SHINGLES ROOF PITCH: - "- ` "` ° : ! I f I = I i ; f i _.. -----.-- BLACK WITH G" EXPOSURE, 3 / 12 I PAINTED WHITE (TYPICAL) — ROOF PITCH: _ 3 / 12 -------------- I� THESE PLANS ARE AN INSTRUMENT OF AND ARE THE CEMENTITIOU5 5H I NGLE5 A CE CHI TECT. INFRINGEMENTS RWTIYLOF THE WITH G" EXPOSURE, BE PROSECUTED EAST ELEVATION PAINTED WHITE (TYPICAL) 2022 ALL RIGHTS RESERVED 0 5 10 Robert I. Brown E E Architect, P.C. I 9 20 Bay Ave. Greenport NY a P ROOF PITCH: info@ ribrownarchitect.com 9- 1/4 / 12 631-477-9752 I " x G" CEMENTITIOU5 I f VERTICAL BOARD 51DING 9 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THE DIRECTION OF A PAINTED WHITE (TYPICAL) ; $ LICENSED CRCHTECDT,TO ALTER ANY ITEM ON E4 THIS DRAWING IN ANY WAY. ANY AUTHORIZED } 666 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. BUILDING TRIM TO BE tL-DfMG--TRfM PAINTED WHITE Qoo t �ti PAINTED WHITE .....�....._.� _.,_._._...,..._.___,...._...___.._._.___...._�.. _._.........._,___,.._..._..._.__ -__._—w._._ ALL WINDOW FRAMES CEMENTITIOU5 SHINGLES _ —_ _ M _ ___ --- AND SASHES TO BE __ _ BLACK WITH G" EXP05U RE, _ _ _ — _ -------- .__._-._.....__._. _ --- ___ / PAINTED WHITE (TYPICAL) _,__-��—�� -��- — -� -- CLIENT OWN HARD CORNER PARTNERS LLC ._--------..___- .-_..._...._ .-_ .........-.__...__._ o MAIN ROAD -__.-_ __ __._ _ __ . SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE __ BUILDING i EAST ELEVATION WEST ELEVATION CEMENTITIOU5 SHINGLES DATE SCALE WITH G" EXPOSURE, May 25,2022 3/16"=i'-o" WEST ELEVATION PAINTED WHITE (TYPICAL) RECEIVED DRAWING NO. AM 0 5 10 JUL 'I 2 2022 --S-o—utFo-U Town Planning Board ISSUES/REVISIONS FF ;•,. o m EGRESS WINDOW I i I I -� I I II ix' OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF O SERVICE AND ARE THE PROPERTY OF THE z i I I ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED I O UNFINISHED BA5EMENT 2022 ALL RIGHTS RESERVED II I II II I I II II Robert I. Brown II I Architect, P.C. L— I I zo Bad Ave. Greenport NY in o@ribrownarchitect.com 631-477-9752 II � II IIT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A -T LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERAT ON MUST BE NOTED,SEALED,AND ID IN WITH THE LA DESCRIBED W. JI �PTl.aRy�F r � II I FOUNDATION P L A N , CLIENT/OWNER 5 10 HARD CORNER PARTNERS LLC 53530 MAIN ROAD NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 FOUNDATION PLAN DATE SCALE May 25,2022 1/4"=i-0" RECEIVED DRAWING NO. AM JUL 12 2022 Sout old Town Planning Board ISSUES/REVISIONS 1 2'-4" ATIO 0 N I 1 2'-0" -o' 1 8 I GUEST BEDROOM i I m 15'-G" z w w m OCT 29,2021 m Q N O KITCHE — — z THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE O ARCHITECT.INFRINGEMENTS WILL MASTER BEDROOM BE PROSECUTED 2022 ALL RIGHTS RESERVED cn N Robert I. Brown I Architect, P.C. f-0" 20 Bay Ave. Greenport NY info@ribrownarchitect.com GARAGE 11'-8" GREAT ROOM 7-1 F1 631-477-9752 I O IT IS A VIOLATION OF THE LAW FOR ANY PERSON, LAL)NDUNLESS ACTING UNDER THE DIRECTION OF A UTILITY TY 2 I -5° I LICENSED ARCHITECT,TO ALTER ANY ITEM ON UTILITY THIS DRAWING IN ANY WAY. ANY AUTHORIZED J ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 1 ,502.0 5f net �5�AT�.Qyo T 1597.7 5f cjro55 # o I 11 FIRST FLOOR PLAN •, CLIENT OWNER / HARD CORNER NOTE: BUILDING 3 TO BE BUILT MI AGE PARTNERS 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 FIRST FLOOR PLAN DATE SCALE RECEIVED May 25,2022 1/4"=1-0" _.. ._ DRAWING NO. JUL 12 2022 %. out o Town Planning Board ISSUES/REVISIONS OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 205 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ED Ar? ROOFPLAN CLIENT/OWNER 0 5 10 HARD CORNER PARTNERS LLC NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 ROOF PLAN DATE SCALE RECEIVED May 25,2022 1/4" (——--- DRAWING NO. JUL 12 2022 Southold own Planning Board ISSUES/REVISIONS WHITE VERSATEK TRIM CTYPICAL) FIBERGLASS SHINGLE I " I) II II FIBERGLASS SHINGLE NOTE: ROOF DARK GRAY NOT ROOF DARK GRAY ALL ROOF PITCHES = .. • 1_,_i....,,.E ALL OOF PITCHES = 8/1 2 - 1 IL _i i iii �� ff jj , t , j�,a„ .A IT i 1 I _g.i l i i s i ! _ k _ k _ � f--' C" � � «�-,«E.,.._:_,.��-�( -r �.«�.�_ -r_�-�..,-.. �.. ,..-,,__-J t,�.. ,- T..:_,..E_.,..�-.«_�� 1,,�.,-_L ,.�.F..,. ._.#_. ..�.�.kw...i.• -r-��-I- € i € p ii k �» ! � £ F i 3 ( i r '1#'^ i ...�„. � �717 _ —t— BLAC WINDOW 1 ,. I l ,4 i ;. I 1 I ZI ' # Z I 1_. � L C _ _ # k. i '._#_ ,. _ _i.,, .t .�1 I..r.M # .. 1 ,..I I T E I FRAM S AND �... _. #.... SAS t E, )_� i„, �.. 1:1� -• S .4.).- �y„S. #..,E.. ,d 1 ,.# I,. p.. 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I� a,_,'_,-• j _ _4,.- _ _ � �� t�� , ""j{{ I j##"" l��w�«� # ',`II 3, (� € I 1 l l I i , , ff i M� WEST ELEVATION NORTH ELEVATION 0 5 io 0 5 10 OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF NOTE : BUILDING TO BE BUILT MIRROR IMAGE SERVICE AND ARE THE PROPERTY OF THE l�T TF • RI TIT n T NT C, Tn RP R T T T T T AA T R T? n R T AA A C,F ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 205Bay,Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. NOTE: FIBERGLASS SHINGLE II ALL ROOF PITCHES = ROOF DARK GRAY 1� I I - I 'L i- NOTE: FIBERGLASS SHINGLE Ij 5/1 2 �_ ... 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"•--��"""e � i -��,-__�.A. # � .s,..,5.,,...�..: � 1,.,�.,,..:. .w,k.•r-'rvs I _ E ! € SHINGLES WHITE { I,, .. _t w,: .I _1 I r �- L L. I .I .. ,, ? I I I i i L� 1I�€ E I # t I ! t 6 i ( i .,.i i .} I.",I..3 € � "j r" € .,_; ..�..,_t.,r..I rw._.#�.i... 1. I_r•r-r<--s-�•.�� D CEDAR � i � _ -r. r ` —� � S NGLES WHITE I , , I.. _.. ..E �_ L J _? J� _ . _�_� 1 �- I € .. _s. It I I �, 1 1 I I_ € I ��--•�-`�- �•.. �� -',�' .�-�� ;�.� � � � �---�-r r i I � � T �.. ..#. .-.. --�-�- MIXED USE , LTF t S i 1 ! f _{ t F i T..l S--f-'- -r'[-'•--' ._,..... I .�... 1 i i i "i"' ',v •I. ,,..t«,,,I-. , i l 4 j 1 _ T # i t q I I .. , i �[ _ RECEIVED DRAWING TITLE E A S T ELEVATION BUILDINGS 2-5 0 5 to SOUTH ELEVATION JUL 122022 0 5 10 ELEVATIONS SoutholdTown Planning Board DATE SCALE May a5,aozz �/4"=i-o" NOTE : BUILDING 3 TO BE BUILT MIRROR IMAGE N OTE: BUILDING 3 TO BE BUILT MIRROR IMAGE DRAWING NO. ISSUES/REVISIONS BEY SITUATE: SOUTHOLD N TOWN: SOUTHOLD SUFFOLK COUNTY, NEW YORK W � � E KEY MAP DATE 03-Oq-2021 \ a� S f OWNERS \ 1000-61-I-q.l 1000-61-3-5.4 HG NOFO LLG FIR5T CHURCH GONORE&ATION 1000-61-4-11 °ems DWYER.AN6ELA M. . . . . a�` I000-61-3-1 DWYER.GURTI5 J I000-61-1-I3.1 FLEET BANK OF NEW PORK NATIONAL ASSOCIATION 2245 MGR LLG 1000-61-4-12 CEMETERY O OF FIRST CHURCH CONGREGATION 1-3- MGCORMAGK TAMMY A F 5OUTHOLD(5.5 FREE LIBRARY 1000-61-3-8.1 e GA6LIU50.JO5EPH. . . . . GA6LIU50.RO5EMARIE 1000-61-4-13 ARM.6ERALDIN.. 1000-61-1-1 ARM.HERBERT. 1000-61-1-15.2 METGALF.RUTH 5OUTHOLD FREE LIBRARY 1000-61-7-a TINNEL Y.GL MORIZZO.NIGHOL TINNELLY.GLAIRE 1000-61-I-16 FHV LLG 1000-61-1-1 1000-61-4-15.1 e0415 MITRANI.JO5EPH DER051ER Lo15. a DOBI INC MITRANI.5HARON ROWE.TREVOR e�'`' 1000-61-1-1-1 ! -01 LIST OF DRAWINGS 1000-61-7-6 5GHADE.THOMA5. c �: -15 SGHADE.GHRiSTiNE ROBER 1-H RO D B ANDIB CORP ROBERT H ROTHMAN 1000-61--1-5 MRAZ MARY , 0-0 THESE PLANS ARE AN INSTRUMENT OF MRAz.MIGHAEL Z r O 1000-61-I-Iq Ao SITE PLAN KEY MAP ARCHSERVICE AND ARE THE TECT.T CT. INFRINGEMENTS PROPERTY OF 1000-6I-4 OF THE -I1.1 9 CLIFF d CLIFF REALTY CORP BE PROSECUTED I000-61-1-10 MGKENNA FAMILY ems° Ai SITE PLAN GENERAL JE5TER.ROBERT R w 1000-61-I-20 A2 SITE PLAN UTILITIES 2021 ALL RIGHTS RESERVED VOW TWO MEN REALTY CORP. . I000-6l--t-II 1000-61-4-I8 GUAIN PROPERTIE5 LLG A3 SITE PLAN LANDSCAPING B 00-61 1-11 WATTEZ 6ARANGE WATTEZ. 6ENEVI A SITE PLAN CUT AND FILL BERTANI.LINDA. 1000-61-I-2I 4 WATTEZ. EDOUARD q �-s THOMA5 J 5GHLEGHT 1000-6BELLEANNE DOLAN BISHOP 1000-61-4-Iq.l 1 \ °�� °� 1 JENNIFER M 5GHLEGHT Arj SITE PLAN TRUCK TURN TEMPLATE A6 SITE PLAN LIGHTING i 1000- 1-1- A7 SITE PLAN LIGHTING 2, OLIVANNE LLG � I 1000-61-I-22 Robert I. Brown 1000-61-'1-15 HA6ERMAN.DANIEL. 1000-61-1-1-1.11 ems" Architect, P.C. HA6ERMAN.DAWN MOORE.RIGHARD. . . .N. I 1000-61-I-23 A8 BUILDING i FOUNDATION PLAN MOORE.JANIGE r�+� CHARRON.ANDREW A9 BUILDING i FIRST FLOOR PLAN ao5 BayAve. Green port NY 1000-61-4-3 a e� p,•i GOSTANTINO.JAGLYN ln)OrbrOWnarChlteCt.COm COWLEYA05EPH.. 1000-61-1-17.12 Aio BUILDING i SECOND FLOOR PLAN into@ribrownarchitect.com GOWLEY.PATRIGIA 5OUTHOLD GARDENS An BUILDING 1 ROOF PLAN 631-477-9752 PROPERTY OWNERS ,0 20400BEGKWITH AVENUE LLG Al2 BUILDING i ELEVATIONS TOWN OF 5OUTHOLD 1000-61-4-4 `� A13 BUILDING i ELEVATIONS OCHR I-7 HELE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, GOGHRAN HELEN M. . . . . _ COCHRAN ROBERT C 1000-61-2-�.3 IOF A SOUTHOLD PARK D15TRICT 61-4-5 54075 MAIN ROAD REALTY LLG A14 BUILDINGS 2-5 FOUNDATION PLAN LICENUNLESSAC ARCHITING ECT,ER THE ALTER ECTION MO LICENSED ARCHITECT,TO ALTER ANY ITEM ON °°'-0 Al BUILDINGS 2-5FIRST FLOOR PLAN THIS DRAWING IN ANYWAY. ANYAUTHORIZED I000-61-1-rr.a ALTERATION MUST BE NOTED,SEALED,AND 1000-61-4- A16 BUILDINGS Z- 6 BELVILLE RYAN r� "`� "`" � M-'�'�� 5 ROOF PLAN DESCRIBED IN ACCORDANCE WITH THE LAW. HG NOFO LLG DEMARTINO GHRISTINA ^� A17 BUILDINGS 2-5 ELEVATIONS 1000-61-4-1.2 1000-61-1-17.5 dye"jO MLRV CORP 5EPE.NANGY 1000-61-4-"1.1 y0 Oaf 0/y O LIE6EY.MIGHAEL Sptea^ 1000-6I-4-b ` HA6ERMAN DUNN.MARILYN 1^0341 QQ`� 1000-61-4-q.2 aOF N cv I M15ERANDINO.DOMINIGK. ,p M 15ERAND I NO.MAR6HERI TA / I000-61-4-q.3 HOWARD BRIAN JOHN. . . .N. CLIENT OWNER MIT50TAKI5.DEMETRA HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 awrre..a.,�.�rreyr..r..s +v.b'ii rN�on 9 .bdra 3 M Ir 11w YeRMW Wala,iw• �..r.,a�..r..' .�� PROJECT TITLE b w�w N rM IF.�My�p'v.q .r.r e.v rws r w�y.�M r.ray wup.,ruts 6RAPHIC 5GALE I"=100' MIXED USE 0 100 200 300 JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.UC.NO.50202 RWERHEAD,N.Y. 11901 DRAWING TITLE 369-8288 Pax 369-8287 REF-C:\UsersVohn\Dropbox\03\03\03-283 key map.pro SITE PLAN KEY MAP RECEIVED DATE SCALE JAN 13 2022 MAR,10,2021 1'=30' SouthoTa Town DRAWING NO. Planning Board ISSUES REVISIONS A, Zv 71 N,X1, w,r r x 41, nu N, . .N X N, " -A-1Y fir' X., X Tr, 1IT W. CAI 41PIN",-1 4 �k P -A, Q 2!, -E E tk E ()E QJ # 0 S_ Kil ip, _r_ 4-1 1 LL_ n IL_ K'i WrK Land Now or formerly of: z < 4N 7 Land Now or formerly of: Z Deni5 Salzman Recjina 5alzman Lisa Schiller It, CD A� 4P N i Story Land Now or formerly of: Andrea Wei55 BUILDING I IV, M Building E5tCVe5 Holdincj Corp. MIXED USE BUILDING j X 41 4.N, It S V E 0 3 AFFORD)BLE APARTME TS ,7 DRIVEWAY (Right of Way) 3COMME --------- ,TIAL UNITS ON FIRST FLO R Land Now or Formerly of: ff5teve5 Holding Corp. drivewa L S1 5*55'50 E I ks, � ON SECOND FLOOR --,PROPERTY LINE >< 2' LANDSCAPE BUFFER v. 1�"44" ov KEY MAP 4'-2" 4"CONC.CURB LOADING FIN FLOOR EL. Tlr� 3> ;r BUILDI 4 DING 2 CED-IN PUMP5TER AREA SI LE rINGLE FAMILY RESIDENCE BUI ING 3 BUILDING 5 kf 0 X 110'-G"X G" REINFORCED 2 BEDROOM _-,�2 B M CON�4TE SLAB SINGLE FAMILY RESIDENCE MER 55 RE SINGLE FAMILY RESIDENCE'j 24 5 OVER 55 RENTAL 2 BEDR 0 low-- 25 O'�15 RENTAL OVER 55 RENTAL 0') 0 7 00 2 PEDROOM 20 p A'3PHALT PAVING/ 5f 10 �5 4"1" 19 �NOTE- ALL 1_4 0 C; R135 TO 77/7 25. 2 FIZ11111 71 "MOUNTABLE" I N It 7/7 /C�� Lij ol EL. 37 EL. .01 1�7 � 11 / �xl IN LOO C-4 0 12 OCIP, "— PROPOSED FIN f-00 F1 EL. 2 27 Ol L/NdSCAPING (TYPICAL) V) Z�/ If DRAWING A3 CONCRETE 4e SIDEWALK 491 5 49' OCT 29,2021 S' z 15 MAR.10,2021 2 30 ASPHALT PAVING TEST HOLE I > 0h, THESE PLANS ARE AN INSTRUMENT OF ASPHALT PAVING PAVI G SERVICE AND ARE THE PROPERTY OF THE PROP05ED ASPHALT PAVING GRADE EL. 28' A IRI/11/RTY LINE Q� CONCRETE ARCHITECT. INFRINGEMENTS WILL SIDE WAL�; DARK BROWN LOAM OL BE PROSECUTED 0.5' !7.7;77�w EDGE PROPOSED. �n E OF PAVEMENT 3.0' BROWN SILT ML 19NCRET 4 q 1 b 2021 ALL RIGHTS RESERVED '7re,4 9 EV W — - — - — - —W— SIDEWALK _VV_%L HP IETF _ C5O1DNE CW.RTK E ,-, . - -,.-_.-__SIDEWALK VV _V . . . . . W- 1 _W_ EDGE OF PAVEMENT PROPOSED (Wells Road) f IRE HYDRANT 0 WebsAvenue 2 0 Robert I. Brown PALE BROWN FINE TO Architect, P.C. GAS GA GAS GAS GAS GAS GAS GAS GAS GAS GAS-GAS-GAS-GAS GAS GAS GAS GAS GAS GAS GAS-GAS-GAS-GAS-GAS GAS GAS GAS GAS GAS GAS GAS GAS-GAS-GAS GAS GAS GAS GAS-GAS GAS GAS GAS GAS GAS MEDIUM SAND 5P r 2o Bay Ave. Greepport NY SITE PLAN: GENERAL in?o@ribrownarchitect.com PARKING CALCULATIONS (BUILDING 1 ) 631-477-9752 SCALE: I" = 30' (3) ONE-BEDROOM APARTMENTS: BASED ON SURVEY BY: 1 .5 SPACES EA. X 3 =5 SPACES 200' ti JOHN C. EHLER5 LAND SURVEYOR RETAIL: I SPACE PEP, 200 GROSS SQUARE FEET: . WATER IN PALE BROWN G EAST MAIN STREET RIVERHEAD, NY 1 1901 4,983.9 5f/ 200 = 25 5PACE5 FINE TO MEDIUM SAND SP IT IS A VIOLATION OF THE LAW FOR ANY PERSON, NOTE: UNLESS ACTING UNDER THE DIRECTION OF A DATED : 10-06-2019 ��/// TOTAL: 30 5PACE5 REQUIRED WATER ENCOUNTERED W 35.0' LICENSED ARCHITECT,TO ALTER ANY ITEM ON RETAIL LAYOUT COMPLIES WITH SOUTHOLD TOWN 5CTM No. I 000-G 1-4-1 30 SPACES PROVIDED 29' BELOW SURFACE THIS DRAWING IN ANYWAY. ANY AUTHORIZED SECTION 250-45 (A) (7) IN THE FOLLOWING WAYS: ALTERATION MUST BE NOTED,SEALED,AND PARCEL ZONED HAMLET BUSINESS HI3 DESCRIBED IN ACCORDANCE WITH THE LAW. > I BUILDING MASS 15 NOT'STANDARDIZED' ELEVATIONS REFERENCE NAVD'58 DATUM Not to scale (a) I I [b): ALL EXTERIOR BUILDING WALL ARE CONSISTANT WITH FRONT WALL AREA 99,208 5f OR 2.28 ACRES DENSITY LOADING AND DESIGN SEWAGE FLOW RATES C-D A,r? (a) [2] [al: 5TREETfRONT FACADE 15 DIVIDED INTO 3 ZONES (a) [2] [b]: 5TUETfRONT 15 51TED WITH MINIMUM SETBACK DRY RETAIL SPACE 4,983.95.f. @ 0.03 GPD/UNIT DENSITY AND HYDRAULIC LOADS AND 15 TRANDPARTENT BETWEEN 3'AND& HIGH 150 GPD FOR G8% Of THE FRONT FACADE. AFFORDABLE APARTMENTS (I BEDROOM) 3 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS 450 GPD INDICATES EXISTING CONTOUR LINE FIRC (2 BEDROOM) 4 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS INDICATES PROPOSED CONTOUR LINE GOO GPD TEST HOLE 2 DNA TOTAL LOAD 1200 GPD GRADE EL. 22' THE PROPOSED DEVELOPMENT FOR THIS PROJECT SITE HAS A POPULATION DENSITY EQUIVALENT Of 1209 GPD. 0.5' DARK BROWN LOAM OL 3.0' BROWN SILT ML CLIENT OWNER 4,0' BROWN SILTY SAND SM DENSITY AND LOT SIZE LOT COVERAGE HARD CORNER BASED ON ZONING CODE 250 TOTAL BUILDING AREA 13,105 5F PARTNERS LLC ATTACHMENT 2, THIS PROJECT PALE BROWN FINE TO REQUIRES 100,000 5f FOR THIS SITE. 13,195/09205 5f = 13.3% MEDIUM SAND SP 53530 MAIN ROAD (20,000 5f PER USE). HE3 LOT COVERAGE ALLOWED = 40% SOUTHOLD, NY 11971 PROPERTY 51ZE 15 99,208 SQUARE 17.0' NO WATER ENCOUNTERED FEET. THEREFORE, A VARIANCE 15 REQUIRED FOR 702 SQUARE FEET(0.5%) PROJECT TITLE Not to scale PED. ACCE;S ROUTE/ BUFFER ZONE _SIDEWAL K WIDTH- SLOPE TRANSITION MIXED USE WIDTH VARIES 41-01 MIN. MATERIAL AND (SEE NOTE 14) WIDTH VARIES 451 , V (TYP.) 61, (TYIP.) DRAWING TITLE EDGE OF sx� SIDE FLARE IT R!OfDWA!Y�_� VARIES f.SEr TIE INTO EXISTING GROUND LEX 1,`:3 71". (SEE NOTE AfOTc 15, — - — rE 1.5% AX.0- SITE PLAN St OPE V4 pits _0 2� 112`� I-L" 'A � , 11 8 A I AR I t� GENERAL I"A V.F--,. I j: tea( -�7t SURFACE TYPE (SEE NOTE 14) DATE SCALE 6" MIN. SUBBASE, WHERE RAMP GH MIN. SUBBASE,11HERE 4" CONCRETE SIDEWALK REQUIRED (SEE NOTE 101 RECEIVED Dec.15,2021 h1J, Llf:-F ALI �r 1 =30 c. REQUIRED (SEE NO 10) (60 AT DRIVEWAYS) Fm SEE DETECTABLE WARNING CLEAR SPACE 6" SUBBASE DRAWING NO. I—— Ll ;, -,I,1 1 i _; _'i I L 11 13 20 PLACEMENT DETAILS Cf JAN MUTABLE WARNM SURFACE OM I_a To TRUWATED DOME DETAILS southo MEETING EXIST. _j CURB RAMP CONFIGLIRATION: TYPE I TYPICAL SIDEWA K CROSS SECTION Planning Board NO CURB WIT 4 BUFFER ZONE DETAIL SECTION ASPHALT FAVT IN A FI.L SECTION D R I V E IN A Y ISSUES/REVISIONS >, N O I E O O s L p� LL_ 01- n O ca (n L Q Land Now or Formerly of: Land Now or Formerly of: 3 � � � o � Land Now or Formerly of: o L o E5teVe5 oldlncg Corp. z H z ,��' Den15 Salzman t Re91na Salzman LlSa Schiller H m i 1 Story � -6 Andrea We155 Building N f DRIVEWAY (Right of Way) Land Now or Formerly of: E5teve5 Noldlncg Corp. GI rl Ve Wa rn I 15TING UTILIN Amason wall - one to be removed EX15TING UTIUTY pc ry I - �=E_ - - - - 5550- - - POLE , - ExlsnnG UTILITY GANGME,E - - - - - - - - PROPERTY LINE ON'H'FRAME _ r w.6 4.12' +� POLE ;. - NEW 65KVA I PHA4' i�ikiyiry{'::: - SERVICE UNES TO 4 GANG METEP, A �F - TRANS ORME N LANDSCAPE ZD . APE F Vl I . .r .�,,,.,...,.,,..,�.,, SC BUFFER RUN UNDERGROUNDCON CONCRETE BANK O N'H' /j 7 sou Ps TO PANELS IN EACH FRAME •' /a^ 'vONC -v.Por z6+ m+, Re.Y:e6•< Z NEC UNIT,AND .IF ro zTr roc ns' To ze I• 5FRVICE5 TO RUN •xlr co�rv. t/ I UNDEKGPOUND TO SERVIC AID E5 TO (`1 / - .•'" BANKS RUN 1JF.DERGROUND Z LOADING M 'PANELS IN EACH .. -•-.•'..'"' y nN Horn eL G y z65' 26 NIT GPArz �r f ' f u/ r v zT a r zo s' TOV 2- B y V vie z64' auD.zTO W_ t^ ' ZONE I - t ® ru DowN .o V i/�Gvnoe z6 O ov sL ze r I,232 SF X O.17=209.4 CF ZONE 2 \ `� COZO H PROVIDE(2)8'DIA X 3'-6" ,\ ZONE 4 �� ✓ zs 6• 56 SF X O.17=366.5 CF zs sB ePn N DRYWELL= 147.8 X 2=295.6 CF ROVIDE(2)8'JIA X 4'-6" m I r ,GPPr Gw,rz ZONE 3 2, 56 SF X O.17 366.5 CF w noozn T z6 RYWELL= 190.I X 2=380.2 CF ~ _ PROVIDE(2)8'DIA X 4'-6" T I z6 s' L eo �6a 2,1565E X 0.17=366.5 �0 - t/• iy L TO r gtOPr sL PROVIDE(2)8'DIA X 4'-6" DRYWFLL- 150 1 X 2-380 2 CF I I v O _ ' f>Z o D° rO o u ' ro Dv ezP,pe EL zz DRYWELL= ISO.I X 2=380.2 CFGP`nor n zz I /®gam o _2 I EL -3 M •`- / .'f ZONE 5 - �->; "• i ./ / 1,232 5F X 0 17-209.4 CF c -- _" I cvna n zz PROVIDE(2)B'DIA X 3'-6" DR IWEI L= 147.8 X 2-295.6 J w f L.RADC 264' I GPADC 264' '2•' ?� m F #SS GP _ I W • ..::� :.... :.n.. .:. SLOP' - B 3 T NN I O m O 11 w ZONE B 1 /� ZONE I / NATU L I N h I I GREASE TRA souo c r s z+ / z$ NA 'CATION O /`,,,neAsr 130"LX 20'W 15"D ' cwN Sx+GPAre 25 ��r GRPR ll cLuu +•�R,PREFABRCA :D cvAoc ON •E`% `•tip Yu -zso i n zzo n 1 .,twee t'NOT CONC E) yLwN orc •` ,`n, ; rIN nw,rL ODr. Oe 3:.. ADen zza L O D 1` PROPOSED yj;;j A' GRnoeu zza J AOE CL 22 a A.SE°IC _zs$� / 4"DIA PVC DPAI'I PIPE MIN PITCH SYSTEM •�I ^ A I PER FOOT MIN. I O'FROM STRUCTURE I test hole CI A PUGO SYSTEM(OR EQUAL)750 N ( (2)8'DIA X v e z63 TO Dv zs z x" ZONE y -- y �(/ - y GAL CHAMBER 8'X 4'X 5'D 9� LEACIII HING P OL z4 � .;, '•",!'^.,,, z s Cs'' t r WITH DOME ND ZONE �,r,GRATE '..;•$� '"r �r r�•P 'GeArt _ hole COVER `. T' - 25° I �� \ I '� 4"DIA PVC DRAINAGE OUTLET I CAL I RE�`I D E N T I A L zL AS) E Hoc z+s• y D MIN PITCH 'PEP.FOOT MIN 8' 9oOrc *O D «rocrPl` O oraiN / �� N TYPICAL OAR RE DENTIAL II[ D PROM CHAMBER S LPTI C YSTEfVI "YG 01.r( DO'M! LOrc ODWN i m A N 4' IA V E DRIVEWAY I DRAIN P 3/ D R SERVICE NF ze N .z STRUCT ES I v AINAGE. f ':?•ii?{'P»i iiiii:FF:_ :::4iri:`:3:::i;':;:•:::::i::.:::::., ~''. 9� a l I F 1 TYPICAL FO. FSIDPNTI I .. ...........___..........................................._..__ •. 065 5 X 0.17 81 CF _ AL - »Zt:»;":t2fk�:>_L4::::::::::::.-::.-::.-•::-::::::::::.::.:--.::: a 985.E SF X 0. 7= 167.6 STRUCTURES 8'DIA PRECAST CONCRETE ' PROVIDE(I) IAX4-6 D F1 \, : �_ n/ PROVID ,I)8'JIA X 4 6 !� f> LFACHING,POUL 3 SECTIONS r t'.`r'iiiiii:�}S::vi::iii}:�n';'•i:`ri::�'r:rFi'fix:v:�a^•::::::::exn::�.>:rr:�::::::..::::::-•:.::.>.:::::...:...�;,:;. V f J , R ERTY LINE DRYWELL 0.1 CF) A f DRWJEL�(190m1 CF) I ' DRIVEWAY4 DICA NAGS: ..- _.,_... :,.:.,e, �J tA�l CFEP Q4'U"WITH DOME AND !z men z61• N I f� D ro zr= If / Ly t,y/=.,,_M1•F� �""'- 1020.I SF)8'DI 173.4 ` OVER PER SCDHS ,,,✓ ........... 1'Y...._.,..,�...-,--_....-�.-- DQoYWfL .I D To ,aR PROVIDE 8'DIA X 4' to SPECIFICATION N L(190 Cr)CF) r _.. •„- 3/4"DIA WATER SERV .F LIPE ( TYPICAL FOR RESID TIA \ (n Gi M STRUCTURES Ay ! M '"'A DRIVEWAY 3 E Vl s• EDGE OF PAVEMENT -V - „-••"•" _ EDGE OF PAVEMENT'-...•e..,...,,.---,w._ R/ O 124 SF X O.I = I .I CF �4 / -,,ti EDGE OF PAVEMENT M.,-,�,_ „y Mry - 2 PROVIDE(1)8'DIA X -G"D J 9 JI- 1 EDGE OF PAVEMENT � EDGE OF PAVEMENT OCT 2 ,2021 I �... A,.� ^tom - , .� , .� � �. � � � � �=1 ._.�. � � �_ -'1�, � � DRYWFLL(I 90 p CF)�� - - - � �_ � � - - I -w- -W- - I N _ -W_ 1_ _. .,� t`� �,3/4"DIA WATER 5EPVICE LI1JE D , . _ m -W- m `('� Wells Road) TYPICAL FOR RE501`"AL y r,, C, D!A BLACK.STEEL GAS�~ "�..,,, to > i �l" J ( STRUCTUPE$ SERVICE LINE TYPICAL FOR BLACK STEEL GAS THESE PLANS ARE AN INSTRUMENT OF ` g RE5DENCIAL BUILDINGS r,"DIA S pEN01Z 5U LO N�°R SERVICE AND ARE THE PROPERTY OF THE - ~ ��,. Wells 20x-----_--_ A I I"DIA BLACK,STEEL GAS x"-' X - --,ti y DIA f L N STEEL GAS SERVICE LINE TYPICAL FOR ARCHITECT. INFRINGEMENTS WILL SERVICE LINT TYPICAL FOR C1 Avenue A RESIDENCIAL BUILDINGS A .a I , RESIDENCIAL BUILDINGS Vl y =XIF7fING UNDFR.GROUND BE PROSECUTED Vl H cA MAIa.•� _ aozl ALL RIGHTS RESERVED GAS GA GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G GAS GAS GAS GAS GAS GIS GAS GAS GAS GAS GAS G GAS GAS GAS..� DRAINAGE CALCULATIONS IH I FOR COMMERCIAL BUILDING AND PARKING LOT I ZONE A: y I SITE PLAN: U T I L I T I E S BASED ON SURVEY BY: PROVIDE (2R8 DIA X°3'--G" (5TACKED)FDRY WELLS (295.6. CP) Robert I. Brown JOHN C. EHLERS LAND SURVEYOR _ Z°NEB: Architect, P.C. SCALE: 1�� O� G EAST MAIN STREET RIVERf1EAD, NY 1190 I ''ry 89G.8 SF ROOF X 0. 17 = 152.5 CF I - 3 DRAINAGE /r/� PROVIDE (I) 8' DIA X 4' DRY WELL(I G8.9 CF) 20 Ba AVe. Green port NY - �° DATED : I 0-08-2019 SCTM No. 1000-G 1 -4- 1 / ZONE C: 5 P - SANITARY 578.7 SF ROOF X 0.17 - 98.4 CF inPo@ribrownarchitect.com I I PARCEL ZONED HAMLET BUSINESS t1B PROVIDE (1) G' DIA X 4'-G DRY WELL= 100.5 CF 631-477-9752 ELEVATIONS REFERENCE NAVD '88 DATUM ZONE D: ci (854.2 SF ROOF + 1,58G.4 SF PARKING)X 0. 17 = 414.9 CF H I AREA = 99,208 SF OR 2.28 ACRES PROVIDE (3) 8' DIA X 4' DRY WELL5 = 50G.7 CP ZONE E: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, (320.G SF ROOF + 1,479.7 SF PARKING)X 0.17 = 30G. I CF UNLESS ACTING UNDER THE DIRECTION OF PROVIDE (2) 8' DIA X 3'-G" + (1) 8' DIA X 4' DRY WELLS = 4G4.3 CF LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ZONE F: ALTERATION MUST BE NOTED,SEALED,AND (1 ,480.5 SF ROOF + 1,788.G SF PARKING)X 0.17 = 555.7 CF DESCRIBED IN ACCORDANCE WITH THE LAW. PROVIDE (3)8' DIA X 3'-G" + (1) 8' DIA X 4' DRY WELLS = G 12.3 CF ZONE G: 1,837.G SF PAVING X 0.17 = 3 12.4CF p nnC, PROVIDE (2) 8' DIA X 4'-0" DRYWELLS = 337.8 CF ZONE H: p s�' OIL 1,592.G SF PAVING X 0. 17 = 270.7 CF A PROVIDE (2)8' DIA X 3'-G" DRYWELLS = 295.G CF ;::''"`;?� ZONE I: 1,330.3 SF PAVING X 0.17 = 22G.2 CF �,� y 3 OPk- PROVIDE (2)8' DIA X 3'-G" DRYWELLS = 295.G CF 4 ZONE J: 1289.7 SF PAVING X 0.17 = 219.2 CF PROVIDE (2) 8' DIA X 3'-G" DRTWELLS = 295.G CF CLIENT/OWNER HARD CORNER GRATE AND FRAME OR COVER PARTNERS LLC ALLOW »SIN FOR ADJUSTMENT GRADE VARIES 53530 MAIN ROAD SOUTHOLD, NY 11971 8°` PVC TO CONNECT PEINFORCED Tl AFF'IC BLARING BASINS (TYP) ,U .: :O ., COY "R 6" PVC TO CONPvECT PROJECT TITLE ROOF LEACHERS (LAIN) WRAP SILT FILTER FABRIC PRECAST AROUND D.B. MIXED USE CONC. RING N 1'-0" GRAVEL BAGI�FILL w > Q DRAWING TITLE SITE PLAN UTILITIES DRAINAGE o SANITARY N NO WATER AT 17` BELOW GRADE DATE SCALE LEACHING BAS 1 N D ETA I L _ Dec.15, G �"=30 ��.� DRAWING NO. SCALE: 1/4" = P-O" JAN 13 2022 Southold I own Planning Board o � � o L E ISSUES/REVISIONS E D Q) L L w Q) E iL_ Q — Q lO o Land Now or Formerly of: Q Land Now or Formerly of: z o Dents Salzman Regina Salzman I Story 3 z Lisa Schiller t Building �° rn Land Now or Formerly of: J E5teve5 HoldncJ Corp. Andrea Weiss MIN 15 ' LANDSCAFh BUFFER DRIVEWAY 8' H. (Right of Way) Land Now or Formerly of: Esteves Holding Corp. d I IVeWa _ -imasonry wall along line to be removed S15°55 50 E ` WALKWAY LIGHTING ON 3' :_ — — — — _� — _— — — — k ,i PROPERTY LINE /` _."- 6 4.12' '< POST.SEE SEPARATE CUT I �' O O f a'" O O14 SHEET - ° ° ° _, I F�. C fr,, O p ,--"_ O Op O O O " O O x x x I ® © O O 00 Op p / �/Az- p , p _ PROPOSED STREET TREE "- -`- "" '"_-` - - - - © O O O r ' APPROX.LOCATION I {5'LIGHT LE Q , O E" ( SEE CUTS EE LOADING I zd~ i 0 —C Ilii _ / SILT FENCE AROUND ROPOSED CONSTRUCTION. NATULINE SEPARATES LA F M `l 0° o '6 Ln _ ° ,.` SEE DETAILS REMAIN EXCEPT INVA�`kEL VEGETA14-QN 0 (� I MIN.z" fu '_ R I / Q Q @VINES AND OTHER NOXIOUS O D E ®r— OR a, CALIPER A I Op OO O o ©©PLANTS \ / O° O c— '10 LK O - NATURAL I--------------------- -------- ---------------------------------- ------- �----- ---------------- ------- -- -- 00 vVEGETATION ` LAWN Op OOOLAWN -EXISTING STREET TREE i @ Op �— LAWNAPPROX.LOCATION - IN.z"v 1, xLPOLE H t�qV- I 0 I f—7J 71 0LLJ I ° 15 CALIPER - I I I I I PAVED WALKLK I I I I N PROPOSED STREET TREE u I 25 >r - I ( - I _ I WALKWAY L TI I O N APPROX.LOCATION N o --r__ j p "WALKWAY LIGI�T G ON 3 POST.S E y' LAWN L}° © 0 ON POST. E" _ SEPARATE C T HE _ 3 �-1 W 1TO EDGE OF ° WALKWAY LIGHTING WALKWAY IGHTING i--i I SEPARAT ON 3'POST.SEE LAWN o N 3'POS SEE •�I SID -ALK LAWN POLE HT ONLY SEPARATE CUT SHEE SEPARAT UT SHE D ' LAWrsP . I LAWN ° LAWN �j 2 J a. '. , 1` o ° X ® "',-,�� .n�.. ® I LINE SEPARATES � I o X LAWN FROM q y I NATURAL K.}. _ � _ � .� ��. I _ ,� _ _ � _ �� , _ - _ , _ _ _ � _ y _ „� _ _ _ I —I I p ° ° X - - s/ s` _ , I VEGETATION\ o © © 0 © OI 10 T O 255' I J /"- p................••^"'-......✓ w, O ✓�1,�'(�, O I p EXISTING STREET TREE EXISTING STREET IRE ✓'" APPROX.LOCATION _� APPROX.LOCATION 9 ' EXISTING STREET TREE APPROX.LOCATION Mw 2 APPROX.LOCATION e ge o pavement _,........... ` �"-•------....._. M r t PROPOSED STREET TREE - ""' _ �`l! k APPROX.LOCATION PROPOSED STREET TREE PROPOSED STREET TREE Wells PROPOS<CATION EE APPROX.LOCATION APPROX.LOCATION (Wells Road) Avenue APPROX EXISTING TREE LEGEND PROP05ED PLANTING LEGEND BASED ON SURVEY BY: LAND5CAPE COVERAGE ALL EXISTING TREES NOTED AND LOCATED ARE SITE PLAN: LANDSCAPING JOHN C. EHLER5 LAND 5URVEYOR BUILDING AREA : 13,195 51' CALIPER OR LARGER. 5HRU13/ EVERGREEN BROAD LEAF SCALE: 1 = 30r LIGH T I N G 6 EAST MAIN STREET RIVERHEAD, NY 1 190 ��//�z DRI 51DVEW YS: 4,207 SF �`X I HOLLY, HETZ JAPANE5E (5' TALL) 2 EA. DATED : I 0-08-20 19 PARKING LOT: 1 1 ,052 SF Q OAK TREE IN VARIETY SCTM No. 1000 G 14 I / X 2 OZMANTHUS 'GULFTIDE' (10' TALL) 5 EA ,20a1. OCT a TOTAL IMPERMEABLE SURFACE: 32,056 IO LOCUST TREE IN VARIETY � 9 PARCEL ZONED HAMLET BUSINESS HB TOTAL LANDSCAPE: G7,152 SF © CEDAR TREE IN VARIETY TREE DECIDUOUS ELEVATION5 REFERENCE NAVD '88 DATUM LANDSCAPE COVERAGE: G7,7% OF Q WALNUT TREE IN VARIETY 3 CHERRY YOSHINO (2 5' TALL) 3 EA. THESE PLANS ARE AN INSTRUMENTFT SERVICE AND ARE THE PROPERTY OF THE AREA = 09,206 5F OR 2.28 ACRES Q MAPLE TREE IN VA 4 DOGWOOD KOU5A (30 TALL) 3 EA. ARCHITECT.INFRINGEMENTS WILL RIETY (30' TALL) PROSECUTED IRRIGATION CALCULATIONS 20221 ALL RIGHTS RESERVED NOTE: ALL EXISTING TREES SHOWN ARE TO O 5 HORNBEAM COLUMNAR (35 TALL) 2 EA. LANDSCAPE AREA: 28,471 SF REMAIN 6 REDBUD FOREST PANSY (25' TALL) 2 EA. ASSUME 30 ZONE5 AND I" DIA. PIPE, RUN PER WEEK= 3D ZONES X 3 20 MIN = 1800 MIN WATERING TIME. PARKING LOT LANDSCAPE 7 ZELKOVA (50' - 80' TALL) 4 EA. CAPACITY @ 301`51 W/ I" PIPE = 50 GPM MAX CALCULATION TREE EVERGREEN 1800 MIN X 50GI'M = 90,000 GAUWEEK = 9 GPM....ALLOW 10 GPM 30 SPACES @ 10 SF PER SPACE Robert 1. Brown = 300 SF LANDSCAPED AREA IN PAVED 8 ARBORVITAE GREEN GIANT (30' TALL) 29 EA, L {- PARKING AREA. Architect, P.C. PROVIDED: STREET TREE5 ao BayAve. Green port NY (2) AREAS @ 1 5 1 SF + (1) AREA @ 247 SFP = 549 SF EACH WITH MIN. 2"CALIPER TREE. In O@rlbroWnarchiteCt.Com ALSO(1) AREA I I G SF WITH LAWN ONLY 9 WILLOW OAK (50' TALL) ►9 EA. 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 1 story UNLESS ACTING UNDER THE DIRECTION OF A building 18'-0"MAX. C.toC. LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED x •} c t Z- V-a ALTERATION MUST BE NOTED,SEALED,AND _ LL m DESCRIBED IN ACCORDANCE WITH THE LAW. 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SCALE: 1" = 30' 6" CALIPER 6 EAST MAIN STREET RIVERHEAD, NY 11901 '�//,// N 2022 AND OBSERVATIONS BY CREATIVE Southold Town ENVIRONMENTAL DESIGN / Planning Board � X INDICATES TREES TO BE REMOVED nI IF Tn rnl\lciTRI IrTinNi ISSUES/REVISIONS BUILDING i Building MIXED USE BUILDING 3 COMMERCIAL UNITS ON I I I ` FIRST FLOOR I / DRIVEWAY I (Right of Way) Land Now br Formerly of: E5teve5 Holding Corp. I e - drivewa 3 AFFORDABLE APARTME TS 1 —� I S15°55 50 E ON SECOND FLOOR k o PROPERTY LINE 4-.-1' 2' FIN FLOOR EL. O / AREAS I CY) h um' I ® ® I NOT T �- — ( Tom_ � 0i i w o G N p:; V J O -- � �� N OCT 29,2021 1 THESE PLANS ARE AN INSTRUMENT OF L ' J J { SERVICE AND ARE THE PROPERTY OF THE z t ARCHITECT. INFRINGEMENTS WILL hole z I > { f'' BE PROSECUTED 2021 ALL RIGHTS RESERVED 7, PI6 PERTY LINE EDGE OF PAVEMENT 154510 h F . W ,". .. .i EMENT _ I B .-N_� - . ___ _ - Robert own _-. �- -- ",°� OP SED P , Robe r 'Treed 9 a' `, r- -�" ,�'` ( _ . CON RETE CONCRET `1 V� I ( g: _. '..-.. .. SID LK 51DEWAL { Architect, P.C. EDGE OF PAVEMENT ' { ao . , I( { Bay Ave. Greenport NY(Wells koad)Wel - 20 IAv�nuO' info ribrownarchitect.com 6 3 -477-9752 0 1 2 3 4 5 6 7 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND SITE PLAN: CUT AND FILL DESCRIBED IN ACCORDANCE WITH THE LAW. SCALE: 1" = 30' 4D A;,) SUMMARY: BASED ON SURVEY 6Y: A. EXCAVATION SOIL BY BUILDING JOHN C. ENLERS LAND SURVEYOR 1. RESIDENTIAL BUILDINGS = 1,330 CY G EAST MAIN STREET RIVERHEAD, NY 1 1901 2. MIXED USE BUILDING = 1,25G CY DATED : I 0-08-201 9 TOTAL EXCAVATION = 2,58E CY 5CTM No. 1000-G 1-4-I ' B. FILL AREAS BY 100 FT SEGMENTS PARCEL ZONED HAMLET BUSINESS HB 0-1 NO FILL ELEVATIONS REFERENCE NAVD 5 DATUM O 1-2 NO FILL 2-3 NO FILL AREA = 99,208 SF OR 2.28 ACRES 3-4 ADD 370 CY 4-5 ADD 2,222 CY 5-G ADD 370 CY CLIENT/OWNER G-7 NO FILL TOTAL ADD/REDISTRIBUTE = 2,962 CY NET VOLUME HARD CORNER RESULT: NEED APPROX. 100 CY FILL TO COMPLETE THIS PROJECT INDICATES EXISTING CONTOUR LINE PARTNERS LLC INDICATES PROPOSED CONTOUR LINE 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE SITE PLAN CUT AND FILL DATE SCALE Dec.15,2021 1"=30' RECEIVED DRAWING NO. JAN 13 2022 S uthold Town Planning Board ISSUES/REVISIONS Building Building DRIVEWAY (Right of Way) Land Now or Formerly of: Esteves bolding Corp. DRIVEWAY (Right of Way) Land Now or Formerly of: Esteves bolding Corp. x S15°55 50 E k k S15°55 FfN FLOOR EL. FIN FLOOR EL. 2G.5' 2G.5' Ln O O ¢ -- Ln Lf1 N IY _ �� -----, N o NOTE: A F31 L__-- NOTE: A �J-------, t� CURBS TO -----r z �� CURBS TO r-----f �____� • w "MOUNTABLE" 1 I 1 • E w "MOUNTABLE" I I 1 i---- ^/ W I i i — w i I r�//��• w I O --- -L-- ----J II V J O --� — • �� r--I I N Z _f----J I L J L---- I L J L---- z ft� z . . ........... ......... N15°45'10"W , f' N15°45'1009 Tree 9 Elf Trey q EV .vr (Wells Roa d) Wells Roa d)Wells � Wells SITE PLAN: TRUCK TURNING SITE PLAN: TRUCK TURNING SCALE: = 30' ENTRY FROM NORTH ''�i//// SCALE: - 3 ENTRY FROM NORTH OCTzg,zOz� MAX. T IZE X / THESE PLANS ARE AN INSTRUMENT OF RUCK 5 35 8 / MAX. TRUCK SIZE 35 X 8 SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2021 ALL RIGHTS RESERVED Building Robert I. Brown Building Architect, P.C. DRIVEao Bay Ave. Greenport NY WAY (Right of Way) Land Now or Formerly of: Esteves bolding Corp. l�PO@ribrownarchitect.com S15°55 50 E DRIVEWAY (Right of Way) Land Now or Formerly of: Esteves bolding Corp. l 3PO@ ibrow k k k S15055 50 E k -9752 IN IFLOOR EL. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 2G.5' UNLESS ACTING UNDER THE DIRECTION OF A FIN FLOOR EL. LICENSED ARCHITECT,TO ALTER ANY ITEM ON /� 2G.5' THIS DRAWING IN ANYWAY.ANY AUTHORIZED � VLO ALTERATION TED,SEALED,AND DESCRI ED N ACCOR ACCORDANCE WITH THE LAW. O O ED A,'?cy� N 2 �G 1L20� Zy NOTE: A 1=3f------ L---- (,� CUR "MOUNTABLE" i---- i ---- N NOTE: A ��------ ---- ', . I I I r z F° CURBS TO • Lv I ^% "MOUNTABLE" r---- • O N --- "L-- J j W (\ r I OF — L J L----- N �--- J I e Z, r-f---- I • L J L---- CLIENT/OWNER Z •� M z HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY llg71 N15°45'10"W Tree 9 EV N 15°45'1 0"W f`' PROJECT TITLE Tree 9 EV _ (Wells Road) MIXED USE Wells- (Wells Road) Wells DRAWING TITLE SITE PLAN S I T E P L A N*- TRUCK TURNING CUT AND FILL SCALE: 1" = 30' ENT Y '��i�/ S I T E P L A N: TRUCK TURNING R FROM NORTH //� _ MAX. TRUCK 51ZE 35' X 8' s�0' - 3°' ENTRY FROM NORTH ''�i//// RECEIVED DATE SCALE /// -_ Dec.15,zozi i'=30 i ' / MAX. TRUCK SIZE 35 X 8 2Q22 DRAWING NO. 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USE - A• - ` . o a F ,. 1 - - - 4 I- - Jr^h,;, a - , ,,, % m A.. 2� DRAWING TITLE - - §:- - °ne k'': - t ; � ,a' ;t«':.i IB IS - "„''•� ,�'�'..-. - .- 1 - e wp.'-:, '0..,,�t.!' `"` , iF „•{{ �., .i_I >: i'",,„�¢.` e;, '� .'K'x" �;E: ,x'' jK , 1 . . ,., SITE PLAN . .max LIGHTING STUDY i _ �� +�, RECEIVED DATE SCALE Dec.15,2021 1°=30' . DRAWING NO. JAN 3 2022 LT_- Southold Town Planning Board PLOT TO 22"X34"PA E Calculation Summary Expanded-Luminaire Location Summary Label CalcType Units Avg Max Min Avg/Min MaxlMin Description PtSpcLr PtSpcTb Meter Type Grid Z ISSUES/REVISIONS BIdg2 Drive Illuminance Fc 0.03 0.2 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 LumNo Tag Y MTG HT rient Tilt BIdg2 walkway Illuminance Fc 1.24 2.7 0.3 4.13 9.00 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 2 B 9799.369 -5770.396 17.5 _60-0 - 2 B 9799.369 -5774.136 17.5 270 0 BIdg3 Drive Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 3 C 9808.829 -5709.192 17.5 270 0 BIdg3 walkway Illuminance Fc 0.59 2.1 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 4 4 Horizontal 0 4 E 6663.152 -5693.255 3.5 270 0 ; Blil Drive Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Readingstaken@0'-0"AFG 10 10 Horizontal 0 5 E 9665.73 -5702.102 3.5 0 0 a t€� 3s ` � BLED5-42Y ;< 3 BLED5-42Y { BIdg4 walkway Illuminance Fc 1.36 2.9 0.5 2.72 5.80 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 6 E 9665.644 -5713.512 3.5 0 0 ¢syd�rr 7 E 9665.729 -5725.267 3.5 0 0 ; 's a BIdg5 Drive Illuminance Fc 0.03 0.2 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 - 8 E 9665.73 -5737.021 3.5 0 0 R@ a S; 3 I 3�.a g Technical Specifications(continued) BIdg5 walkway Illuminance Fc 1.34 3.1 0.2 6.70 15.50 Readings taken @ 0'-0"AFG 4 4 Horizontal 0 9 E 9674.084 -5699.305 3.5 90 0 f"s s s .y J I a Project: Type: Landscape Illuminance Fc 0.02 0.1 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 18 E 9671.226 -5742.927 3.5 0 0 a a a t,i g 3 s It Construction_ Other Electrical_ Landscape 5 Illuminance Fc 0.33 0.5 0.2 1.65 2.50 Readings taken @ 0'-0"AFG 10 10 Horizontal 0 20 E 9664.329 -5757.474 3.5 90 0 3It g s;3€ Finish: Warranty: Driver. 21 E 9671.222 -5757.642 3.5 0 0 ¢ s i I gq a R Landsrape_1 Illuminance Fc 0.14 2.3 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 a a E 6 s= Formulated for high durability and long-lasting RAB warrants that our LED products w ll be free Mufti-chip 5W high output long life LED Driver 22 E 9679.933 -5773.813 3.5 90 0 $a a' a s Prepared By: Date: color from defects in materials and workmanship for a Constant Current,Class II,120V-24OV,50/60 Hz, Landscape Illuminance Fc 0.09 0.2 0.0 N.A. N.A. Readings taken 0'-0"AFG 10 10 Horizontal 0 ° -' p 9 @ 23 E 9687.835 -5774.407 3.5 0 0 I;a: I a Anchor Bolt: period of five(5)years from the date of delivery 400mA Landsca e_3 Illuminance Fc 0.27 1.6 0.0 N.A. N.A. Readings taken Y-O"AFG 10 10 Horizontal 0 : 3 to the end user,inducting coverage of tight p 9 @ 24 E 9687.539 -5786.622 3.5 0 0 �I�=r ��.� i The anchor bolts for the BLED's have the output,color stability,driver performance and Landscape 4 Illuminance Fc 0.01 1.2 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 25 E 9687.242 -5798.911 3.5 0 0 a$ $ a i$ following dimensions 12-13 x 12 1/4"long fixture finish RAS's warranty is subject to all q - a with 2 3/4"hook.Available online in pdff file terns and conditions found at Offsite Illuminance Fc 0.00 0.04 0.00 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 0 26 E 9687.613 -5811.051 3.5 0 0 1 j Y =j g a° u�•" � Driver Info LED Info rabliahtin0 comAvartan s i Green Technology: ty- 27 E 9687.539 -5825.119 3.5 0 0 1'1 I Parking Lot Illuminance Fc 1.39 4.6 0.1 13.90 46.00 Readings taken @ 0'-0"AFG 10 10 Horizontal 0 [yJ Type Constant Current watts sw Equivalency: 28 E 9726.87 -5777.174 3.5 180 0 R 3 Mercury and UV free.RoHS compliant Property Line Illuminance Fc 0.01 0.04 0.00 N.A. N.A. Readings taken @ 0'-0"AFG 10 N.A. Horizontal N.A. I j; a €a 120V 01A Color Temp 3000K(Warm) components. Equivalent to 13W CFL or60W Incandescent 29 E 9726.981 -5789.634 3.5 180 0 j t 51 2oev o.osA Color Accuracy 87 CRI ROW Line Illuminance Fc 0.01 0.04 0.00 N.A. N.A. Readings taken 0'-0"AFG 10 N.A. Horizontal N.A. > Buy American Act Compliance: g @ 30 E 9726.981 -5803.748 3.5 180 0 Professional Grade LED Bollards compliment any pathway a landscape design. 240V O.OSA L70 Lifespan 100,000 Hours Walkway Illuminance Fc 1.68 4.9 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 4 4 Horizontal 0 31 E 9726.908 -5817.271 3.5 180 0 71 Low profile 5W Square LED comes in Cool,Warm and Neutral color temperatures. 277V N/A Lumens 128 RAB values USA manufacturing!Upon request, Bollards Dome in 18,36 and 42"versions RAB may be able to manufacture this product to 32 E 9726.981 -5830.479 3.5 180 0 Input Watts 5.2W Efficacy 24.6 Im/W be compliant with the Buy American Act(BAA). II quoteslorders generated from this layout must be forwarded to the Local Rep Agency 33 E 9735.058 -5774.225 3.5 90 0 o g color.Bronze weight:11.a Ibs Please contact customer service to request a @ro ect:Parkin Lot 34 E 9663.716 -5827.385 3.5 270 0 v, quote for the product to be made BAA g o compliant '3Jym Qty Tag La tell Arr Lum.Lumens rr.Lum.Lumens LLF Description BUG Lum. Arr. Total 35 E 9678.698 -5832.726 3.5 90 0 x o 'D 37 E 9699.443 -5832.844 3.5 90 0 rn Rating Watts Watts Watts S m a �-0 1 C ALED3T50Y-SS-B Single 6139 6139 1.000 ALED3T5OY+ALED15OSS(BACK SIDE SHIELD B1-UO-G2 54.5 54.5 54.5 38 E 9715.244 -5832.844 3.5 90 0 °° s m Technical Specifications Dimensions Features 39 E 9743.212 -5738.818 3.5 180 0 v o High output LED -- a o Compliance Lumen Maintenance: Mounting: !aTs�_ g 1 B ALED3T50Y x 2 @ 180" Back-Back 6377 12754 1.000 ALED3T50Y(Pole Mounted,Type III) B1-UO-G2 53.5 107 107 40 E 9743.241 -5750.806 3.5 180 0 0, r - - - a r o. 100,000-hour life m 45 E 9746.834 -5753.263 3.5 249.652 0 0 " UL Listed: The LED will deliver 70%of its initial lumens at 42"Bollard .4 ti o 2 100,000 hours of operation = 5' Superior heat sinking with die cast aluminum housing a y Suitable for wet locations Cold Weather Starting: n7� 46 E 9685.609 -5699.305 3.5 90 0 N m a Color Consistency: _= i ! Meets ADA Requirements 47 E 9697.133 -5699.305 3.5 90 0 a IESNA LM-79&IESNA LM-80 Testing: Minimum starting temperature is-40°C(-40"F) Luminaire Schedule $ & 3-step MacAdam Ellipse binning to achieve 48 E 9708.658 -5699.305 3.5 90 0 RAB LED luminaires and LED components have Maximum Ambient Temperature: consistent fixture-to-fixture color Z Project:Project 1 ° g been tested by an independent laboratory in r a 49 E 9720.182 -5699.305 3.5 90 0 a accordance with IESNA LM-79 and LM-80. Color Stability: Suitable for use in up to 40'C(104`F) Sym ty, Tag Label Arr Lum.Lumens Arr.Lum.Lumens LLF Description Lum.Watts Arr.Watts Total Watts BUG Rating 50 E 9731.707 -5699.305 3.5 90 0 Gaskets: r Dark Sky Conformance: LED color temperature is warantied to shift no In 4 D WPLED5Y Single 128 128 1.000 WPLED5Y(Wall Mounted) 5.3 5.3 21.2 BO-UI-GO 54 E 9737.619 -5706.734 3.5 180 0 6 Conforms to(avows for conformance to)the more than 200K in color temperature overa 5- High-temperature silicone v j 52 E BLED5-42Y Single 128 128 1.000 BLED5.42Y(3.5ft tall Bollard) 5.3 5.3 275.6 BO-UI-GO 55 E 9737.558 -5721.514 3.5 180 0 requirements for thelDA's"Fixture Seal of year period "r°^ 56 E 9737.517 -5733.868 3.5 180 0 = Approval"as of March 1,2016. Color Uniformity: 57 E 9950.753 -5834.165 3.5 180 0 : Performance RAB's range of Correlated Color Temperature Total Lumens= 12754+6139+128x56=26,061 58 E 10079.884 -5836.612 3.5 0 0 c �- - follows the guidelines of the American National Lifespan: Standard for Specifications for the Chromaticity 59 E 10137.155 -5837.471 3.5 180 0 a o, 6 o 100,000.Hour LED lifespan based on IES LM-80 of Solid State Lighting(SSL)Products,ANSI 60 E 10230.42 -5838.835 3.5 180 0 0-2 o results and TM-21 calculations C78 377-2017. ?r- NOTES: 61 E 9953.918 -5802.825 3.5 270 0 z= m o 9- 6"-' LED Characteristics Construction The light loss factor(LLF)is a product of many variables,only lamp lumen depredation(LLD) - a r -------- ---- _-- --_---- 62 E 9965.895 5802.825 3.5 _270 0 a z a - - -- ----- - r{ " a Color Temperature: Housing: has been applied to the calculated results unless otherwise noted.The LLD is the resnYt(quotient) n Pe of mean lumens/initial lumens per lamp manufacturers'specifications. 64 E 10061.976 -5810.761 3.5 270 0 3000K Precision die-cast aluminum housing,lens frame 'Illumination values shown(in footcandles)are the predicted results for planes of calculation 66 E 10156.999 -5800.052 3.5 270 0 either horizontal,vertical or indined as designated in the calculation summary.Meter Orientation 67 E 10233.723 -5811.235 3.5 270 0 is normal to the plane of calculation. 68 E 10245.628 -5811.055 3.5 270 0 PROPOSED POLES TO BE MOUNTED •The calculated results of this lighting simulation represent an anticipated prediction of systemON 69 D 10256,63 -5803,84 8 _270 0 performance.Actual measured results may vary from the anticipated performance and are subject TALL CONCRETE AL E D 3T5 OY '< ' to means and methods which are beyond the control of RAB Lighting Inc. BASE TO BE DESIGNED BY OTHERS. 70 D 10163.198 -5803.747 8 27O 0 71 D 10054.478 -5803.747 8 270 0 � ALED150SS .{ 3 `Mounting height determination is job site specific,our lighting simulations assume a mounting 72 D 9976.082 -5796.081 8 270 0 N a height(insertion point of the lum inaire symbol)to be taken at the top of the symbol for Oeilirg m_. mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. 73 E 9745.45 -5711.827 3.5 270 0 74 E 975T45 -5711.827 3.5 270 0 room' o Project: Type: Project: Type: `It is the Owner's responsibility to confirm the suitability of the existing or proposed poles and bases to support the proposed fixtures,based on the weight and EPA of the proposed fixtures and the owner's PS4-1 1-1 5D2 76 E 9744.855 -5774.171 3.5 0 0 site soil conditions and wind zone,It is recommended that a professional engineer licensed to practice n m s g . 77 E 9671.446 -5769.431 3.5 0 0 „m in the state the site is located be engaged to assist in this determination. o - 78 E 9744.786 -5786.493 3.5 0 0 ��, The landscape material shave thereon Is conceptual,and is not intended lo be an acaYaOs - .� 79 E 9750.803 -5765.114 3.5 180 0 .;hv �.,, . , ,�,pr,,;r' Prepared By: Date: .. j Prepared By: Date: representation of any particular plant,shrub,bush,or tree,as these materials are living objects, I Total Quantity:59 The actual illumination values measured in the field will vary. •Photometric model elements such as buildings,rooms, ants,fumishi s or a architectural \ , V details which impact the dispersion of light must be detailed by the customer documents for indusion y' r '' k Driver Info LED Info in the RAB lighting design model.RAB is not responsible for any inaccuracies caused by kxximplete a,t: infomnation on the part of the customer,and reserves the right to use best judgement when translating BLED5-42Y �` <o Type Constant Current Wafts 50W - ... _.... ...._ .- - cu5tomerreque5tsintophotometricstudies. ALEWT50Y-SS-B ALED3T50Y x 2 @ 180°WPLED5Y 120v o.asA Color Temp 3000K(Warn) OCT 29,2021 RAB Lighting Inc.luminaire and product designs are protected under U.S.and International intellectual J 0 208V 0.27A Color Accuracy 71 CRI property laws.Patents issued or pending apply. - - Color'.Bronze Weight,32.0 Ibs 240V 0.23A L70 Lifespan 100,000 Hours Weight:0.0 Ibs MAR.lo,2021 277V 0.20A Lumens 6,500 Input Watts 54 6W Efficacy 119 Im/W WPLED5Y '< WPLED5Y < THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE Technical Specifications Technical Specifications ARCHITECT.INFRINGEMENTS WILL SECUTED Technical Specifications(continued) Housing: BE PRO ' Project: Type: -- -- --- - - - ---- - -- -- ----- - ----- ------ - h Spe � s CO � d Compliance Construction H ing: LED Characteristics Color Stability: Surge Protection' UL Listed' IES Classification' Die-cast aluminum housing lens frame and Buy American Ad Compliance: 2021 ALL RIGHTS RESERVED . ------..------- mounting arm LEDs: LED color temperature is warantied to shift no 1 KV Suitable for wet locations as a dovmlight The Type III distribution is ideal for roadway, RAB values USA manufacturing,Upon request, more than 200K in color temperature over a 5- general parking and other area lighting Mounting: RAB may be able to manufacture this product to 5W,high-output,long-life LED DLC Listed: applications where a larger I of lighting is be compliant with the Buy American Act BAA year period PP to pox g g Universal mounting arm compatible for hole P Y (BAA). r - Prepared By: Date: This product is on the Design Lights Consortium required.It is intended to be located near the Please contact customer service to request a Color Temperature: Color Uniformity: sparing patterns from 1"to 5 12"center to dY (�C)Qualfied Products List and is eligible for side of the area,allowing the Tight to project quote for the product to be made BAA tk 3000K center.Round Pole Adaptor plate inducted as a - RAB's range of Correlated Color Temperature rebates from DLC Member Utilities. outward and fill the area- compliant. ;h DLC Product Code PNO0178T standard Easy slide and lode to mount fixture , _ Color Consistency: follows the guidelines of the American National I Rating: with ease.Round pole diameter must be>4"to Standard for Specifications for the Chromaticity IESNA LM-79&IESNA LM-80 Testing: mount fixtures at 90•orientation 4 � 3-step MacAdam Ellipse binning to achieve g' Ingress protection rating of IP66 for dust and consistent fixture-to-fixture color of Solid State Lighting(SSL)Products,ANSI Robert I Brown Driver Info LED Info C78.377-2017. RAB LED luminaires and LED components have water Reflector. Dimensions - - been tested by an independent laboratory in • \\ Type Constant Current Watts SW Electrical accordance with IESNA LM-79 and LM-80. Ambient Temperature: Spekaular vacuum-metallized polycarbonate 120V 0.18A Color Temp 3000K(Warm) Suitable for use in up to 40°C(104°F) Gaskets: 208V 0.18A Color Accuracy 88 CRI Drivers: Dark Sky Conformance: Architect, P•C LED 5W Wall packs.patent-pending thermal management system.100,000 hour 240V 0.18A L70 Lifespan 100,000 Hours Constant current,Class 2,100-240VAC,50-60 Conforms to(allows for conformance to)the Cold Weather Starting: High-temperature silicone gaskets L70lifespan.5 ear,no-compromise wartan Hz,0.18 Amps. requirements for the IDA's"Fixture Seal of Minimum starting temperature is-40°C(-40°F) 205Bay Ave. Greenport NY Ywarranty. 27N N/A Lumens 128 Approval'as of March 1,2016. L Color.Bronze Weight:2.0 lbs Input Watts 53W Efficacy 24.2Ini Thermal Management: info@ribrownarchitect.com Performance Superior thermal management design with 631 477 9752 Dimensions Features Lifespan: external Air-Flow fins provides maximum Imo_ _�� High performance LED light engine operational fife,even in high ambient 17 rcrn 1 silts a Hour LED calculations based on TES LM-80 temperature environments 4.5' Maintains 70%of initial lumens at 100,000.hours results and TM-2t calculations 11.4 cm �'`---- y Weatherproof high temperature silicone gaskets Technical Specifications Superior heat sinking with die cast aluminum housing and external IT IS A VIOLATION OF THE LAW FOR ANY PERSON, Compliance Cold Weather Starting: Other ( fins UNLESS ACTING UNDER THE DIRECTION OF A UL Listed: Minimum starting temperature is-40°C(�0'F� patents: _._. Replaces 13W CFL or60W Incandescent S- -.'��, LICENSED ARCHITECT,TO ALTER ANY ITEM ON 2/cm 100 up to 240 Volts Suitable for wet locations in tlownlight position Housing: The WPLED design is protected by patents / _ � THIS DRAWING IN ANY WAY.ANY AUTHORIZED onlySuitable for mounting within 1.2m(oft)of pending m the U.S.,Canada,China,Taiwan and 1+ _--____- - 5-Year,No-Compromise romise Warranty �� g Precision die-cast aluminum housing and g . . -_-- - I P ALED3T50Y ;i 1' ALED15OSS { ALTERATION MUST BE NOTED,SEALED,AND the ground mounting plate.1 12"backbox with three 12" Mexico. - _ I DESCRIBED IN ACCORDANCE WITH THE LAW. IESNA LM-79&IESNA LM-80 Testing: conduit entry points. Warranty: RAB LED luminaires and LED components have Gaskets: RAB warrants that our LED products will be flee been tested by an independent laboratory in from defects in materials and workmanship for a Technical Specifications(continued) 1/.155 High-temperature silicone gaskets - - accordance with IESNA LM-79 and LM-80. period of five(5)years from the date of delivery Performance Finish: to the end user,including coverage of light _-.__ _- . Construction Color Uniformity: BAA Compliance: � ��0 •� .RG �,/--fC,(I -- -- --'- Formulated for high durability and long-lasting output,color stability,driver performance and EPA: RAB's range of Correlated Cola Temperature Click ` '7 Lifespan: color fixture finish RAB's warranty is subject to all 9 Pe h for BAA compliance. follows the guidelines of the American National terms and conditions found at 1 Fixture:0.75 Warranty: 100,000-Hour LED lifespan based on TES LM-80 Standard for Specifications for the Chromaticity Green Technology: rabliahtno.com/waranty. 2 Fixtures at 90°.1.2 Q 2 results and TM-21 calculations of Solid State Lighting(SSL)Products,ANSI RAB warrants the our LED products will be free 2 Fixtures at 180`:2 4 Mercury and UV free RoHScompliant E Equivalency: 4 Fixtures at 90':1 8 Electrical 17` --`--Y from defects in materials and workmanship delivery fora COnStrUCflOn _ __ components p Finish: to period of five(5)years from the date of delivery q cY 3 Fixtures at 90°.2.4 7S1 - - ---�- -- --- Equivalent to 13W CFL or 60W Incandescent to the end user,including coverage of light 1.•„ I Rating: BuyAmerican Act Compliance: Dever. output,color stability,driver performance and Ingress protection rating of IP66 for dust and fixture finish RAB's warranty is subject to all 1.000 �- RAB values USA manufacturing!Upon request, Formulated for high durability and long-lasting Constant Current,Class 2,1400mA,100.27N, a water terms and conditions found at RAB may be able to manufacture this product to color 50lOHz,O.BA,Power Factor 99% � I �ablightinO.com/wamanty Ambient Temperature: Green Technology: THD: Equivalency: yea peratu be compliant with the Buy American Ad(BAA). Suitable for use in up to 40°C(104°F) Please contact customer service to request a Mercury and IN free.RoHScompliant 6 1%at 120V,9 4%at 277V Equivalent to 200W Metal Halide &as saoo quote for the product to De made BAA compliant. components. Power Factor: Buy American Act Compliance: LED Characteristics --------- ---- --------- 99.6%at120V,96%at27N LEDs: RAB values USA manufacturing!Upon request, Surge Protection: RAB may be able to manufacture this product to CLIENT OWNER h� h� Mutidhip,high-output,long-life LEDs be compliant with the Buy American Act(BAA) PS4-11-15 D2 < PS4-11-15 D2 < 6kV surge suppression protection tested in p�ao Please contact customer service to request a iryp 1 Color Consistency: accordance with IEEE/ANSI C62.41.2. quote for the product to be made BAA 'u HARD C O RN E R 3-step MacAdam Ellipse binning to achieve Other compliant. consistent fixture-to-fixture color -- - - --- - ---- ------- -- Technical Specifications(continued) Patents: Optical - - - - NER LLC Project: Type: Color Stability: The ALEDTM design is protected by patents BUG Rating: Construction Pre-Shipped Anchor Bons: Other LED color temperature is warantied to shift no pending in the U S,Canada,China,Taiwan and g0 UO G1 - --- ---�--- more than 200K in color temperature over a 5- Mexico ' S353o MAIN ROAD Anchor Bolt: Bolts can be pre-shipped upon request for Terms of Sale: AL E D3T50Y ;< additional freight charge year period SOUTHOLD, NY 11971 Galvanized anchor bolts and galvanized Pole Terms of Sale is available cant'-rtB, Prepared By: Date: hardware and anchor bolt template.All bolts Max EPA's/Max Weights: guy American Ad Compliance: { have a 3"hook. 70MPH 17.4 ft./4501b. RAB values USA manufacturing'Upon request, Dimensions Features Ordering Matrix Anchor Bolt Templates: 80MPH 12.5 ft./440 ro. 9 RAB may be able to manufacture this product to 90MPH 9.0141440 lb. ;;.;;, 66%energy cost savings vs.HID g P p p P PROJECT TITLE WARNING Template must be printed on 11"x be compliant with the Buy American Ad(BAA). Family Optics Wattage Mountie Color Temp Finish Driver Options Options Other Options 10OMPH&6 ft./440lb. 100,000-hour LED lifespan 17"sheet for actual size.CHECK SCALE BEFORE Please contact customer service to request a P 120MPH 4.8 ft./435 Ib. 3 USING.Templates shipped with anchor bolts quote for the product to be made BAA o 5-Year,No-Compromise Warranty ALED 3T 50 Y 120MPH 3.4 ft/4351b. � _ i and available online 130MPH 2.3 ft/435 lb. compliant. 4T=Type 50=50W Blank=Pole Blank=5000K Blank= Blank=120-27N Blank=No Option Blank= E 140MPH 1.4 ft/430 lb. IV 78=78W mount (Cool) Bronze /480=480V /LC=UghtdoucM Standard 15OMPH 0.8 ft/420 lb 3T=Type 105=105W SF=Slipfitter N=4000K RG= /BL=Bi-Level Controller USA=BAA MIXED USE III 125=125W (Neutral) Roadway Gray /D10=0-10V /PCs=120V Swivel Compliant Square steel poles drilled for 2 Area Lights at 180°.Designed for ground mounting- 2T=Type 150=150W Y=3000K W=White Dimming Photocell Poles are stocked nationwide for quick shipment.Protective packaging ensures II (Warm) K=Black /480/D10=480V, /PCS2=277V poles arrive at the job site good as new Dimensions Features - 0-10V Dimming Swivel Photocell .�� Color Bronze Weight:105.8 Ibs Designed for ground mounting Twistlodk Photocell =1 0. N -n Heavy duty TGIC polyester coating /PCS4=480V Swivel Photocell DRAWING TITLE Reinforced hand holes with grounding lug and removable cover for /PCT4=480V SITE PLAN easy wiring access Twistlock Photocell Pole caps,base covers&bons are sold separately Technical Specifications Custom manufactured for each application M54=Multi-Level Motion Sensor20ft LIGHTING STUDY 2 4' Motion Sensor 40 ft. Compliance Color. Shaft Size: 15 CSA Listed: Bronze powder coating 4" Suitable for wet locations Height: Hand Hole Dimensions: Construction 15 FT 3"x 5" DATE Shaft: _ Weight: Bolt Circe: 46,000 ps.i.minimum yield. 1061bs 8 12" h�1g RECEIVED_ - -._- CALE Dec.Dec.15,2021 N/A Hand Holes: Gauge: Base Dimension: q Reinforced with grounding lug and removable 11 a•' DRAWING NO. JAN �. � 2022 cover Wall Thickness: Base Plates: 1/g• �Southol Town Slotted base plates 36,000 p.s i. Planning Board Shipping Protection: All poles are shipped in individual corrugated cartons to prevent finish damage ISSUES/REVISIONS � - - - - - - - - - - - - � II it II II II II OCT 29,2021 II II I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL CRAWL S I I BE PROSECUTED PACE CRAWL SPACE 2021 ALL RIGHTS RESERVED II II II II II II Robert I. Brown II II Architect, P.C. II I 205 Bay Ave. Green port NY info@ribrownarchitect.com _ 631-477-9752 I L - - - - - - - - - - - - - - - - - - - - - -� IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. II II aeD Ael r;�y� c T I.Q9U Tc�� II I , CLIENT/OWNER I I I HARD CORNER - - - - - - - - - - - - -I ( PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE FOUNDATION PLAN MIXED USE 0 5 10 DRAWING TITLE BUILDING i FOUNDATION PLAN ECEIVED DATE SCALE �-- — - -' Dec.15,2021 3/16"=1'-o" JAN 13 2022 DRAWING NO. Sout Fmld Town Planning Board ISSUES/REVISIONS ml UP ._ .X, 27-C)" UP 1 47_10" G'-O" 27-0" — OCT 29,2021 1 3 7.3 GR055 sf $ UNIT 3 RETAIL THESE PLANS ARE AN INSTRUMENT OF POSSIBLE WET SERVICE AND ARE THE PROPERTY OF THE " RETAIL USE ARCHITECT.INFRINGEMENTS WILL 123G.2 net sf BE PROSECUTED rt 2021 ALL RIGHTS RESERVED i, EO (D N l s UNIT i UNITz , DRY RETAIL DRY RETAIL Robert 1. Brown :, m Architect, P.C. 1 ,8033 GROSS S.F. --�2I ,803.3 GROSS S.F. 2o� Bay Ave. Greenport NY ; ® in?o@ribrowriarchitect.com 1 ,744.2 NET S.F. 1 ,744.2 NET 5.F. 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND r DESCRIBED IN ACCORDANCE WITH THE LAW. O zGD rn� CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 FIRST FLOOR PLAN PROJECT TITLE 0 5 10 MIXED USE DRAWING TITLE BUILDING 1 FIRST FLOOR PLAN DATE SCALE RECEIVED Dec.15,2021 3/16"=i' - - DRAWING NO. J�AN �1 3 2022 Southold Town Planning Board ISSUES/REVISIONS 0 �t 3 A V A o APARTMENT 2 r .. Wa✓:r.:.zicuua",x»+ .r. ..so.....,rgilwl: .r.,.i.�,�i«v%v...�®.Y; ✓.f,. ',y,•',' APARTMENT 3 14 b } h y s PARTMENT i 2-G' _ — — ' 1 2'-0 1/2" -- 1 5'-10" „ a 0. '<",�'•. _ O ;" a ':a�ui'+�c+:sru"en' :x:m�a«. '>..k'�i-;sm':na'. .«..uctr, %u.w.aY�;^�., e:d:(5;::�w.s„>,c,:vae..�,..,e.%�.6.t,_„t,�a�.e�v��:>.::>,r�;,.«ioe:G:�w aa�:.si� .� 3 I l4.aa:?e«am °� - BEDROOM - 179'. 9 DOWN A — 1 12' 0" OCT 29,2021 ter, ,:j "} •� R '� I THESE PLANS ARE AN INSTRUMENT OF `3 SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED r KITCHEN 19'-7" R N DOV 202E ALL RIGHTS RESERVED - 4 60 Robert I. Brown a = s Architect, P.C. 2G'-I 1 1/ " 20 Bay Ave. Greenport NY LIVING s { 5 ROOM R inf5o@ribrownarchitect.com i - - '_ .� .5 Sue,6a4ir+.&ds d�Lw.wsmYS.e. sx,✓,.cY•f?iGm3s..i�x.:ax "w::r.w..'M.%&.}vva.n^<6we..fzGvuwm+9"� a „s�i:YaxG%r a.N,uiFr.�1� 31 477 9752 s <$ i r J,. >a%x4A.`d IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A —1 1 112" LICENSED ARCHITECT,TO ALTER ANY ITEM ON 7 THIS DRAWING IN ANY WAY.ANY AUTHORIZED y ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 936 g5f O 938 g5f v CLIENT/OWNER 0 �r HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE SECOND FLOOR PLAN DRAWING TITLE _\ 0 5 10 BUILDING i SECOND FLOOR PLAN DATE SCALE RECEIVED Dec.15,zoai 3/16"=i-o" �- -- -- - DRAWING NO. JAN I S 2022 Southold Town Planning Board ISSUES/REVISIONS I - - - I I I I I I I I I I I I I I I I I i I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( ( ( I ( I OCT 29,2021 I I THESE PLANS ARE AN INSTRUMENT OF I SERVICE AND ARE THE PROPERTY OF THE I I I ( I ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2021 ALL RIGHTS RESERVED I I I I I I I I I I I Robert I. Brown - - - - - - - - - - - - - - - Architect, P.C. I 205 Bay Ave. Greenport NY — — — — — — — — — — — — — — — — — — — — info@ribrownarchitect.com J 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. /- I I I I D�� I.BF,,O �.I o I CLIENT/OWNER I HARD CORNER i PARTNERS LLC -- - - - -- - - - - - - - - - - - - - - - - - -� 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE ROOFPLAN DRAWING TITLE 0 5 10 BUILDING FIRST FLOOR PLAN DATE SCALE RECEIVED Dec.15,2021 3/16"_ -o" � -- -- DRAWING NO. JAN 13 2022 �---- - Southold Town Planning BoardA0 ISSUES REVISIONS Roof PITCH: Roof PITCH: Roof PITCH:9-1/4/ 12 9-1141 12 0 9-1141 1 Roof CRICKETS EPDM METAL STANDING SEAM Roof CRICKETS EPDM MEMBRANE @ 1 .5 12 PITCH MEMBRANE @ 1 .5 12 PITCH Roof (GRAY) BUILDING TRIM TO BE BUILDING TRIM TO BE PAINTED WNTE PAINTED WHITE I x G" CEMENTITIOUS VERTICAL BOARD SIDING PAINTED WNTE (TYPICAL) I x G" CEMENTITIOUS Ln j VERTICALS OARD 51DING PAINTED WHITE (TYPICAL) if ]IL-11 LJ Lj METAL STANDING SEAM I Roof PITCH: R()Of PIT:�-H: RC)Of PIT(.H: 3 / 12 Roof (GRAD 3 / 13 3 ' 12 I I ITI- 1 I I ------ BUILDING TRIM TO BE BUILDING TRIM TO BE PAINTED WHITE PAINTED WHITE ALL WINDOW FRAMES ALL WINDOW FRAMES AND SASHES TO BE AND SASHES TO BE BLACK BLACK CEMENTITIOUS SHINGLES CEMENTITIOUS SHINGLES CEMENTITIOUS SHINGLES WITH G" EXPOSURE, WITH G" EXPOSURE, WITH G" EXPOSURE, NORTH ELEVATION PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) 5 10 OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2021 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greepport NY in?o@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON Roof PITCH: Roof PITCH ROOF PITCH: THIS DRAWING IN ANY WAY. ANY AUTHORIZED 9-1141 12 0-114, 9-1141 12 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ROOF CRICKETS EPDM ROOF CRICKETS EPDM MEMBRANE @ 1 .5 12 PITCH MEMBRANE @ 1 .5 12 PITCH BUILDING TRIM TO BE BUILDING TRIM TO BE PAINTED WHITE I ( I } } S # 3 I 1 = ijl ii ! I {iI I 1 I ' I i PAINTED WHITE j I till ji I x G" CEMENTITIOUS t I x G" CEMENTITIOUS VERTICAL BOARD SIDING VERTICAL BOARD SIDING PAINTED WHITE (TYPICAL) i PAINTED WHITE (TYPICAL) j � ' It i j I I , CLIENT OWNER F I E:1 -LL ROOF PITCH: METAL STANDING SEAM Roof (GRAY) 3 / 12 —---------- ROOF PITCH: HARD CORNER 3 / 12 PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 BUILDING TRIM 70 BE :7 PAINTED WHITE BUILDING TRIM TO BE -- ® m _;. ® II PAINTED WHITE PROJECT TITLE ALL WINDOW FRAMES ALL WINDOW FRAMES MIXED USE AND SASHES TO BE z AND SASHES TO BE BLACK ------- BLACK DRAWING TITLE CEMENTITIOUS SHINGLES CEMENTITIOUS SHINGLES WITH G" EXPOSURE, WITH I I 1 10 EXPOSURE, SOUTH ELEVATION PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) BUILDING i 0 5 10 NORTH ELEVATION SOUTH ELEVATION DATE SCALE Dec.15,2021 3h6" RECEIVED DRAWING NO. JAN 1 2022 Southold--Town — Planning Board ISSUES REVISIONS I i l f;�` r " I € \I t ROOF PITCH: 0- 1141 12 I x G" CEMENTITIOU5 VERTICAL BOARD SIDING PAINTED WHITE (TYPICAL) BUILDING TRIM TO BE FAINTED WHITE BUILDING TRIM TO BE PAINTED WHITE ALL WINDOW f RAM E5 AND 5A5HE5 TO BE ROOF PITCH: I CEMENTITIOU5 SHINGLES BLACK WITH G" EXPOSURE, 3 / 12 PAINTED WHITE (TYPICAL) I ROOF PITCH: 3 / 12 ............ .......... ............. ......... ----------- .................. ----------- .......... ........... IF OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE CEMENTITIOU5 SHINGLES ARCHITECT.INFRINGEMENTS WILL WITH G" EXP05URE, BE PROSECUTED EAST ELEVATION PAINTED WHITE (TYPICAL) 2021 ALL RIGHTS RESERVED 0 5 10 Robert I. Brown Architect, P.C. I ? i € I ' 2o Bay Ave. Greenport NY in?o@ribrownarchitect.com ROOF PITCH: 631-477-9752 3- 1141 12 I x G" CEMENTITIOU5 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, VERTICAL BOARD 51DING UNLESS ACTING UNDER THE DIRECTION OF A PAINTED WHITE (TYPICAL) LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. BUILDING TRIM TO BE PAINTED WHITE "T PAINTED WHITE ------- ------ ............. BUILDING TRIM TO BE y.A ALL WINDOW FRAMES AND SASHES TO BE CEMENTITIOU5 SHINGLES BLACK WITH G" EXPOSURE, - ------ PAINTED WHITE (TYPICAL) —------- ----—---- CLIENT OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE ---------- ------- MIXED USE ............................ ........... .......... .......... DRAWING TITLE ------ ......... BUILDING i EAST ELEVATION WEST ELEVATION CEMENTITIOU5 SHINGLES DATE SCALE WITH G" EXPOSURE, Dec.15,2021 3/16" i'-d' FAINTED WHITE (TYPICAL) RECEIVED DRAWING NO. 'WEST ELEVATION 0 5 10 JINN 13 2022 ILI 50--utF&l—d-To—wn Planning Board I ISSUES/REVISIONS 3'-G" FF LL EGRESS WINDOW I I I I II I I II w I I I OCT 29,2021 I I I w THESE PLANS ARE AN INSTRUMENT OF i 0 SERVICE AND ARE THE PROPERTY OF THE z ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED O UNFINISHED BASEMENT 2021 ALL RIGHTS RESERVED I I I II I I II II I Robert I. Brown II I Architect P.C. L— —J I I 20 Bay Ave. Greenport NY I info@ribrownarchitect.com 975 I 6 1- - 2 I I 3 477 II I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I L UNLESS ACTING UNDER THE DIRECTION OF A �- LICENSED ARCHITECT,TO ALTER ANY ITEM ON FEI I I I I THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND � DESCRIBED IN ACCORDANCE WITH THE LAW.I , LL Fl �41r �✓ FOUNDATION P L A N L CLIENT/OWNER -�/ /z�/�� 5 10 HARD CORNER PARTNERS LLC NOTE: BUILDING L 5353o MAIN ROAD N O U DING 3 TO BE BUILT MIRROR IMAGE SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 FOUNDATION PLAN DATE SCALE Dec.15,2021 1/4"=i-0" RECEIVED DRAWING NO. JAN 13 2022 L Southold��own4 Planning Board " ISSUES/REVISIONS 12'-4" UEST B DROO O N Q 1 2'-0' -6" 8 I GUEST BEDROOM I I � Lu z LL, OCT 29,2021 �o N O o� KITCHE z THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE O ARCHITECT.INFRINGEMENTS WILL 14'-8" MASTER BEDROOM BE PROSECUTED 2021 ALL RIGHTS RESERVED LEN 8 tRobert I. Brown Architect, P.C. 5'-0" 20 Bay,Ave. Greenport NY info@ribrownarchitect.com GARAGE 118° GREAT ROOM 7-I I 631-477-9752 0 O � O IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LAUNDR 2 I'-5" I LICENSED ARCHITECT,TO ALTER ANY ITEM ON UTILITY — — — — — J THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 1 ,502.0 sf net ii ,<-AS Apo ?��RT L 6Flp��` 1 ,597.7 sf cjro55 q � I FIRST FLOOR PLAN CLIENT/OWN R 0 5 10 HARD CORNER NOTE: BUILDING 3 TO BE BUILT MIR AGE PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 FIRST FLOOR PLAN DATE SCALE Dec.15,2021 1/4'=1'-0' E C -I-V E D DRAWING NO. r ---- — JAN 13 2022 Southoid -i ownAlb Planning Board ISSUES/REVISIONS OCT 29,2021 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2021 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay,Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, L UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. r:, k ROOFPLAN CLIENT/OWNER •/�,,/// 0 5 10 HARD CORNER PARTNERS LLC NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 ROOF PLAN DATE SCALE Dec.15,2021 1/4"="-0' DRAWING NO. ECEIVED JAPE 13 2022 Shod Town Al Planning Board ISSUES/REVISIONS WHITE VERSATEK TRIM (TYPICAL) JIT FIBERGLASS SHINGLE I" '(' "� `'� " NOT FIBERGLASS SHINGLE NOTE: ROOF DARK GRAY _ L - ROOF DARK GRAY ALL ROOF PITCHES = ALL ROOF PITCHES = 5112 8/12 `{' L _L i. ' I i ._,..I_. 2. _r_ F_ _ p i" !_ �_ a�4 1 i i ,f._.; i„d,., _ ''T"''�-'F`.'-'r _>-�. _r J..«_�..._.! t- :....,_ a".. i , L-L « j i I r I .#.,. 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I '[ �^ .. - t t , I i 1 rt _L MIXED -� � � _ _ USE T _ , _ , - �T a j 3 � !- I r r ? # L__ - II f ' ? , , , ; Y , i , , ,. ,. w ., d , ., .,< n , +s ,, .aw , .Wea .':i"/+$x u,wva✓eA.,w�4ti'N , RECEIVED DRAWING TITLE — - - -- - � BUILDINGS 2-5 T ELEVATION SOUTH ELEVATION �JAN--132022 5 0 5 io 0 5 to ____-_ ELEVATIONS Southold Town .. Planning Board DATE SCALE NOTE: BUILDING 3 TO BE BUILT MIRROR IMAGE NOTE : BUILDING TO BE BUILT MIRROR IMAGE Dec.15,202i I/4"=1 3 DRAWING NO. ISSUES REVISIONS T-- 'ni, A 6 Vr, N`r�" -A N, WA 41x, X e vl 20 �r 0, N 4r k E F CD E % LL- T- 4 Lana Now or formerly of: 7 1,; 'Mop -z 0 Land Now or Formerly of: z DCn15 Salzman t Re Ina Salzman Li5a Schiller t je vll� n Lana Now o- formerly of: 1 Story Andrea WC155 4r7k BUILDING Ir Building E5teve5 Holding Corp. MIXED USE BUILDING 3 COMMEFFIAL UNITS ON % FIRST FLOOR DRIVEWAY (Right of Way) Lana Now or formerly of: f-5teVC5 Holainqj Corp. I I I'll 3 AFFORD�BLE APARTME TS S1 5'55 50 E >< drlv(5Wa ON SECOND FLOOR j \U -,PROPERTY LINE —,6]Q .12' .................. ........................... .............. .................... ..........--.............................. .....................- - ......... .......................... ............. ............ ........... ............ v......... LANDSCAPE BUFFER KEY MAP Ov 4"CONC.CURB IN FLOOR EL./ LOADING > ) 'G 5c. 49,-n,- ...... .... .............. ..... BUILDI G 4 B DING 2 NCED-IN 6MP5TEKAKEA S I NG L ENCE BUI ING 3 BEDkGOMQJ it IN LE FAMILY RESIDEN(f 01-01 x -G"X G" REINFORCED BUILDING 5 .......... CON E SLAB 2 BEDROOM SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE 0') P4 YVER 55 RE OVER 55 RENTAL 2 BEDR N 0 RENTAL OVER 55 RENTAL.. ...... 1. -�� ,,, I - 11 1111-11 0755 Qj 2 5 10' 7 2 BEDROOM 00 I I I RL-J 2 2 Z./ - 1 A5PHALTAVfING 19, X 0 0 .......... 7 1. 8r, —C IN f > -IN r LUU A/" 00 0 EL. 2 r--9 cc PROPOSED IN F-OOP, -COR CONCRETE EL. 2 4.5' L. 2, .5' L� 5CAPING (TTFIU/ U) SIDEWALK c): 'E DRAWING A3 3 X* All k:Y hole 2 Itz ASPHALT PAVING Lomil TEST HOLE I PHALT PAVING THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE 5PHALT PAVING ALT PAVII,G Q. GRADE EL. 28' ARCHITECT. INFRINGEMENTS WILL y,6PERTY LINE DARK BROWN LOAM OL BE PROSECUTED v,W EDGE OF PAVEMENT BROWN SILT ML 202o ALL RIGHTS RESERVED 0.5' `--N T5`21:5"i 3.01 TI) —W —W— - — - — - — - — - — - . . . . . . . IJGE-OF�PAV�EMENT-- 78 ......... Tre4 9 EV W— Q - — - — - — - W- - —W (Wells Road) ", Avenue---,, Weds- � 20 Robert I. Brown PALE BROWN FINE E TO P.C. > Architect, MEDIUM SAND SP GAS GA GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 20 Bay Ave. Greenport NY in?o@ribrownarchitect.com 631-477-9752 SI T E P L A N25.0' WATER IN PALE BROWN : GENERAL PARKING CALCULATIONS (BUILDING 1 ) FINE TO MEDIUM SAND SP UNLESS ILS EAS SVAIOCLTAINTION DFE TRHTEH LAW FOR ANYPERSON, G UN E DIRECTION OF A SCALE: 1" = 30' (3) ONE-BEDROOM APARTMENTS: 35.0' WATER ENCOUNTERED LICENSED ARCHITECT,TO ALTER ANY ITEM ON 20, BASED ON SURVEY BY: 1 .5 SPACES EA. X 3 =5 SPACES 29' 13ELOW SURFACE THIS DRAWING IN ANY WAY. ANY AUTHORIZED RETAIL: I SPACE PEP, 200 GROSS SQUARE FEET: ALTERATION MUST BE NOTED,SEALED,AND JOHN C. EHLERS LAND SURVEYOR 4,953.9 5f/ 200 = 25 SPACES Not to scale DESCRIBED IN ACCORDANCE WITH THE LAW, NOTE: G EAST MAIN STREET RIVEKH EAD, NY 11901 g��/�j//// DATED : 10-08-2015 TOTAL: 30 SPACES REQUIRED RETAIL LAYOUT COMPLIES WITH SOUTHOLD TOWN 5CTM No. I 000-G 1-4-1 30 SPACES PROVIDED SID ARC SECTION 250-45 (A) (7) IN THE FOLLOWING WAYS: -T 1. r PARCEL ZONED HAMLET BUSINESS H5 I I [a]: BUILDING MASS 15 NOT'STANDARDIZED' ELEVATIONS REFERENCE NAVD '55 DATUM I] [b]: ALL EXTERIOR BUILDING WALL ARE CON515TANT WITH FRONT WALL AREA 90,208 5F OR,2.28 ACRES RECEIVED DENSITY LOADING AND DESIGN SEWAGE FLOW RATES F (a)[2] [a]: 5TREETFPONT FACADE 15 DIVIDED INTO 3 ZONES PAAR 17 2021 (a)[2] [b]: 5TR.EETFR.ONT 15 SITED WITH MINIMUM SETBACK DRY RETAIL SPACE 4,983.9 S.F. @ 0.03 GPD/UNIT DENSITY AND HYDRAULIC LOADS = k- AND 15 TKANDPAKTENT BETWEEN 3' AND& HIGH 150 GPD TEST HOLE 2 634A ,q, FOR G8% Of THE FRONT FACADE. south Town NONAf FORDABLE APARTMENTS (I BEDROOM) 3 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS Planning Board INDICATES EXISTING CONTOUR LINE = 450 GPD GRADE EL. 22' PRC (2 BEDROOM) 4 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS = 0.5' DARK BROWN LOAM OL INDICATES PROPOSED CONTOUR LINE GOO GPD 3.0' BROWN SILT ML CLIENT OWNER TOTAL LOAD 1200 GPD 4.0' — BROWN SILTY SAND SM THE PROPOSED DEVELOPMENT FOR THIS PROJECT SITE HAS A POPULATION DENSITY EQUIVALENT Of HARD CORNER 1209 GPD. PARTNERS LLC PALE DROWN FINE TO MEDIUM SAND 5P 53530 MAIN ROAD DENSITY AND LOT SIZE LOT COVERAGE 17.0' NO WATER ENCOUNTERED SOUTHOLD, NY 11971 BASED ON ZONING CODE 280 TOTAL BUILDING AREA : 13,195 5f ATTACHMENT 2, THIS PROJECT PROJECT TITLE REQUIRES 100,000 5f FOR THIS SITE. 13,155/93208 5f = 13.3% (20,000 5f PER USE). 1-113 LOT COVERAGE ALLOWED = 40% Not to scale PROPERTY SIZE 15 59,208 SQUARE FEET. THEREFORE, A VARIANCE 15 REQUIRED MIXED USE FOR 702 SQUARE FEET(0.5%) LIST OF DRAWINGS Ai SITE PLAN GENERAL DRAWING TITLE A2 SITE PLAN UTILITIES A3 SITE PLAN LANDSCAPING A4 SITE PLAN LIGHTING i SITE PLAN A5 SITE PLAN LIGHTING 2 A6 BUILDING i FOUNDATION PLAN GENERAL A7 BUILDING i FIRST FLOOR PLAN A8 BUILDING 1 SECOND FLOOR PLAN DATE SCALE Aio BUILDING i ELEVATIONS Ag BUILDING 1 ROOF PLAN MAR.10,2021 1 =30 All BUILDING 1 ELEVATIONS DRAWING NO. Ail BUILDINGS 2-5 FOUNDATION PLAN A13 BUILDINGS 2-5 FIRST FLOOR PLAN A14 BUILDINGS 2-5 ROOF PLAN A15 BUILDINGS 2-5 ELEVATIONS ISSUES/REVISIONS o ,} >, T) O I E = U L � m E � L M rn ( 3 ° Land Now or Formerly of: Land Now or Formerly of: z Land Now or Formerly of: Denis Salzman Regina Salzman Esteves Holding Corp. y to _Z U Lisa Schiller iI Story Andrea Weiss Building ti II DRIVEWAY (Right of Way) Land Now or former) of: E > y steves Holding Corp. =dr eWa D - N I tX15TINGUTIUTY/masonry wall a ' e to be removed EXI5TINGUTILITY S15°55 50 E -' C - - - - POLE PROPERTY LINE .w.--�--' , OISETING UTILITY � �. oNA'FMME N� - - - - - - - - - - NEW 0 4.12 t:;c:%t::'cr:: i-`2>ift ft is ii;}.:;3r...0; 6sKVA I PHASE r� ............... :;:.;::;;.:;::::.::::::::::.:::::::.::::.:.: : LANDSCAPE BUFFER ;� SERVICE LINES TO 4 GANG METER RUN UNDERGROUND /� CONCRETE Pp� BANK ON'H' , ` _ TO PANEL5 IN EACH f FRAME V I I =-cw,nE z6,' GGAof ze••. 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NATU L W .R':,:;• D - ..: R VJ y ( � GREASETRA :<yt".r't•� ' w a:•' VEG TATION is 30"L X 20'w 15'D •:+r a `+r-.r• tl+. : «?�'+;.:•':.� - _ N 0 PREFABRICA -D ZONE E �,��• ':'tE� .•r+•a:+,: =+'• zs s rvN RootEL ��1 N (NOT CONCR E) '..tix'.> .'L••x�'1,'.:; 13 ry.:x„t Y �MY'aS,+�.< 215 27 9 _ 25a 'cK zs swoR EL `V W nN rLooRu .:y+Y r:..•1,.1:.,+ie + !• :L:i" j y<• \^R;.~r _ f l •,:t r•� :,t ) `'){ \�_:R.A '••. . AIDE EL.zz a zz a 265' •:`.•�r,,:':•T•"r•' .. ...R� 19 wtya\r tSc l.r.\�:,`h. y z!•• ,/ e _ •>'t,•..- sf :": .••,>', -" " '� '"tit " r O D 1200 GAL :: �,+. a:>.^":�'St" 'Y'ar i•';>`:�+'i:>«.;,F <"2+ .,t°•" D GRADe eL.2za Vi SEPTIC TAN 'L 14• ,.y.- _.tr, R e haY .�x zza ::( ..�.•2t.SrY,. .„.'T `-r�,:'°� h ?.3,J. ,r.1.,• s::.r, �l"',r+;.. •p•[Y rn ••�� L r• I •s(. h`-'0 �.Y 4"DIA PVC D I P�•h •r»^• 7. s. �"•?r .;\>• •4 RAN IPE MIN PITCH L,'1•e Gl r. I 8 Y D ::i3.:?•y't).. PER FOOT MIN, 10'FROM STRUCTURE .kw .4�oar,v.f� ..'.R•,.,�.. x,. hole ..� :>" .t:4r er•x t I � �Yi✓•T C w. i .'r:� , r- .+...":'r.r`.iJ s", w.r.:.r...:r is-:^:: .w.,':•tt`' �.`�:i. I 2g✓.t+.. ..rt: •'Yro ••r'; t �'+', t•' t Y r 7 •irr.v .T•, ♦. l I SYS E ORE UAL f rJn J VJ .r` V wrk. Z v,3' „ 'i: +ir'' fv� 't i 2 8'DIAX 'r' r' +::••. ...'�r:� '3' ,i 7„ GAL CHAMBER O ^'t C A BER 8'X 4'r rs 't" �+. XS'D ^ X.a r r'ji.•. 1." -1 't✓. y I 'L- :s r LEACHING P O s T^ 7 St. L w `F^.�r :.r r:.•y..,. 1. ZONE F r}`�•".^"_ 'c�' w. °i. •h ole z WITH I DOME ND "as• 1 r > 3• L. l ' K. 1 • 0 �.C1 :� 4"DIA V=t �x P C DRAINAGE CUT LET r` vA, ��, J :yr• COVER ��•-� d`- 'S o w+t"' _ D Yr 4"• A _ IN P IC AL E IDENTIAL _ M ITCH 'PER FOOT ( "� O MIN 8' c zsa• •S`'•.• •a'� to ~4G•'f 264' ! 4 t�' •:i': }' . I - - i%o• :•a: vL' a5:• h"r'^:"`r .t� �?�s.s n''. �•�-- ---•-�� Y•,)a.�'.X`.: .'t: Y 3/4"DIA WATER �� ✓ *:�` aT?:. Y ��ts . ,.t:.-:.y.>ti"" "$Y- k A_e?•t'+:b D OM CHAMBER _.°i!' •.:i:' •.,x:`C:•::'� .»•. zsa �`x'�'Fy •�;:•' V1 TYPICAL OR RE NF%1:: 1':"'. "'...K Vl S LPTIC YST D Boc .S✓ •:" .yt.�.rT, ar:•:\.r,r�r....4,• / Ai^.:•".' .(,.. >:" �y•' r;:,•, ,�,n+...... .:..w.�°.: RIVEWAY2 DRAINAGE: ••aai?':,";,r;. :,:.i. 3/4"DIA Vi ♦ DRIVEWAY - NE D VEW Y DRAIN R .STRUCT ,ES :....:.,::�::-::::::•:::::•:......... .................................._....... .e., e..�r,.<,.' Boc z4s `,•^r.. . . :. ..._....................................e.....::v:::_..A:::reiix. •.y;•a`.. ....,2:•:,.:....s. ..,y„ •:fit -.................._......ea::::::.Y:::r::.:v:.:v._,__:_..iz..vr...... ,� ..._ ....,I-.:...., 3.:<•':`` ...,x. s- 985.6 SF X 0.17= 167.6 CF TYPICAL FOR ' , ... t•,,,.x < •.-< ohs sF X 0.17 81 CF •- ..:t•'w.: _ TI•>:I+V• . , w ..rt.:.:........._................................._..„..........................:a_.. ......_.. ,� V c.ar twy.. •t•.c.Ar PROVIDE(I)B DIAX 4-6D aw...i P. BDIA CAST CONCRETE . t, '� PROVIDE(I) IAX4'-6"D ;;"y G1 Z STRUCTURES ?t:`:` »i3ir_ n• : �T^;";-• DR,YWEL`L(19o.1 CF) ?!"; ,` 4•`:, I LEA CHIN 4POOL,3 SECTIONS :af};irz :rS::ai:i?:d::e:i?":4:tiitii.'-: p�<„+.y4:'•'r": .:ar,=::.`.o^a.."..f, DRYJ✓ELL O.I CF) r'rs>r a• _ b Jer :i;r.d\`:'. -FA E 26 i' ........ ..'„• -••••vf=xi: :8.....:. ................................... .,� .,w„r,r p•,,r' L,•a,: .t,. ..,_. N �.�•.� � DRIVEWAY 3 DRAINAGE: DRIVEWAY 4 WAGE. ,•""%`� DEEP @4'-b"WITH DOME AND ............... ...... .. ...............:......_.....:_::....:.. c^,:.., J 'r'3 rt.r..... .,,^r zz s' Sirs"t., +•'v' :,y.-v, r, �;. �i LY �.s I D 124 SF X 17- 90.I C ' .y t - I COVER PER`5,CDH5 -w.••,,y, N - :a;: 1020.15F 7= 173.4 y A T 7 `esa B _ zsa ,>s' ` o"•Zr •• PROVIDE¢ )8'DIAX 4'-6"D � PROVID k;"Ji' SPECIFICATIOPoS >w� r.''4 Fr )8'DIAX 4'-6"D ^.< ' 45 10 W � PROPERTY LINE--- 7 DQRWdELL(190.1 CF) N DR�Yrf�L(190.1 CF) eocr �� ✓ . _.-•-«• ""'"-""....r,.-�- _,,..w""v� I G1 3/4"DIA W/VER SERVI E LINE �"A / V f L"`" 3/4'DIA WATER SERV E L E H •-••'� TYPICAL FOP,RESIDE AL •-"'"'-"" TYPICAL FOR RE ID IA 5TRUCTURE5 Gs N 'a, Jt � ,..�^'""4 STRUCTURE5 �✓-^'""' ^ D j C EDGE OF PAVEMENT---- EDGE OF PAVEMENT--"' _ EDGE OF PAVEMENT / - .1 EDGE OF PAVEMENT -w- „f ._„_.- -^emuCO-4�_,"•-^' (/ EDGE OF PAVEMENT! -w- - -w- -w- -.� • w- -� -w- N �� 2 (Wells Road) �r41 DV,CE LINE GAS VDi 3 , Wells Avenue y 1 SERVICE uNE TYPICAL FOR "DIA BLACK STEEL GAS THESE PLANS ARE AN INSTRUMENT OF I ( RESIDENCIAL BUILDINGS SERVICE LINE TYPICAL FOR i`- �RESVICE AL BUILDINGS SERVICE AND ARE THE PROPERTY OF THE DIA I`DIABLAGKSTEELC - I � X ARCHITECT. INFRINGEMENTS WILL x 2 ---- -- D RESD5ERVICE LINE ENCIAL BU TYPICAL GSOR BE PROSECUTED *'i, \ SERVICE LINE TYPICAL FOR Ci I \ RESIDENCIAL BUILDINGS H � G MAIN 2,020 ALL RIGHTS RESERVED D �, N !NG UNDERGROUND N GAS GA GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G GAS GAS GAS GAS GAS GIS GAS GAS GAS GAS GAS G GAS GAS GAS- _ ci - p I -- - � CEIV y MAR 1a 7 2021� SOUthold Town b y BASED ON SURVEY BY: DRAINAGE CALCULATIONS SITE PLAN: U T I L I T I E S FOR COMMERCIAL BUILDING AND PARKING LOT Planning Board Robert I. Brown JOHN C. EHLERS LAND SURVEYOR Architect P.C. G EAST MAIN STREET RIVERHEAD, NY 11901 '� ZONEASF ROOF X0.17=231.7 CF y I SCALE. i" = 30' DRAINAGE ////// 13G2PRO DE(2)8'CIA.17 DRY WELLS(295.6 CF) 1 DATED : I 0-08-20 19 zo Bay Ave. Greenport NY ZONE B. SCTM No. 1000-G I -4- I / 896.8 SF ROOF X 0.17- 152.5 CF in o ribrownarchitect.com a SANITARY PROVIDE(I)B DIAX 4'DRY WELL(168.9 CF) 6 1-� z N I PARCEL ZONED HAMLET BUSINESS HB (55078.75FROOF+2,109.35F PARKING)X0.17-457.0CF 3 477-975 ELEVATIONS REFERENCE NAVD '88 DATUM PROVIDE(2)a'DIAX 3'-6"+(I)8'DIAX 4'DRY WELI5=464.3 CF ZONE D: y ( (654.2 SF ROOF+ 1,586.4 5F PARKING)X O.17=414.9 Cr AREA = 59,208 SF OR 2.28 ACRES PROVIDE(3)8'DIA X W DRY WELLS-506.7 CF I ZONE E: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, PROVIDE(2)&DIA X 3'-G"+(1)8 DIVA XG4 DRY WELLS-464F3 Cr UNLESS ACTING UNDER THE DIRECTION OF A ZONE F: LICENSED ARCHITECT,TO ALTER ANY ITEM ON (1.480.5 5F ROOF+ 1,755 6 SF PARK(NG)X 0.17=555.7 CF THIS DRAWING IN ANY WAY. ANY AUTHORIZED PROVIDE(3)8'DIA X 3'-G"+(1)8'DIA X 4'DRY WELLS-612.3 CF ALTERATION MUST BE NOTED,SEALED,AND ZONE G: 1,837.6 5F PAVING X 0.17=3 12.4CF DESCRIBED IN ACCORDANCE WITH THE LAW. PROVIDE(2)8'DIA X 4'-0"DRYWELL5-337.8 CF ZONE H: I,592.E 5F PAVING X 0.17-270.7 CF PROVIDE(2)8'DIA X 3'-6"DRYWELL.5=295,6 CF %ED PROVID SF PAVING X'0.-G" =226.2 CF I.�'�//�� PROVIDE(2)8'DIAX 3'-6"DRYWELLS=295.6 CF 4A � ZONE J: v 1289.7 5F PAVING X 0.17-2 19.2 CF A PROVIDE(2)8'DIA X 3'-G"DRTWELL5=295.6 CF `''1� 11 � r a:fs5ii 16341 y�2� / F ITN�� CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 119'71 PROJECT TITLE MIXED USE DRAWING TITLE SITE PLAN UTILITIES DRAINAGE SANITARY DATE SCALE MAR.io, 2021 i'=30' DRAWING NO. f� L c ISSUES/REVISIONS E L m O E N LL 3 U o O Land Now or Formerly of: o a' o Q z 3 Land Now or Formerly of: z � Denis Salzman Regina Salzman C o U b5a Schiller CD 1 Story J J ~ _ Andrea We155 Building Land Now or Formerly of: E5teve5 Holding Corp. MIN 15 DRIVEWAY . g, H (Right of Way) Land Now or Formerly of: E5teve5 Holding Corp. drlVeWa ` — 'masonry wall along line to be removed S 15°5 5 5 0 E ~�"� WALKWAY LIGHTING �___=I...=I=I=I — - — —_ — — — k / PROPERTY LINE _ s 4.12 k ON 3 POST.SEE o 0 0 SEPARATE CUT SHEET ° O O X X X X >( I © ® °O O � po 0 0 Q O c 0 0 0 0 0 0 0 - -' ° o EXISTING STREET TREE 1 LAWN ® ° APPROX.LOCATIO i LOADINGI © , �� Q 00 O ° ! O _ SILT FENCE AROUND,PROPOSED CONSTRUCTION. LINE SEPARATES LAN FROM © Qo 0 - I SEE DETAILS / NATURAL VEGETATlO� CALIPER ouAVN MIN*2 Am eR O D E I _ • ,5'LIGHT ARE I Q Q° ° ©® \ c— ID W L --__ e A' POLE SEE " O t T, SCUT _ L Sri _ L �i _ L �i� i �i� L _ L� L _ i� i _ i� i _ Lei _ =_ i _, �i _ i �La� i _�� _ L�- _ i— L _ NATURAL _ --- ----- -------- — ---- ---- ----- �—`�_ — --- ----''— O) r--------- -®— ----- --� CUT SH 'r z4 _ VEGETATION O r OCO 7 9 23 ® 1 I LAWN LAWN Q Q ° 0 �-I _ ° 25 - I \ � LAWN I _� d- �^+1 N b 6 g 0 I i Q Q LAWN I W v rtAnnP 15 LIGHT z2 I /0 I L— I I I 7� • POLE 11 6 LAFN I 0 ' I rlN[LooR[L I e 1 I ° - L- I za• L- I ' w ° 5 21 ILIPER' © ° ' ° I I I 0 • O ' O O O 66 I Z O _ I O FIN ROOR[L I !IN lLOOR lL - I z<s. I Q M 1 5' N �,J J O PAVED WAL. —PAVED WALK 4 0 zo ' I — N �"{ r. ' 27 I I 11N FLOOR[L N T'� CV O - MIN.z" 3 - I ( __ I - LKWAY GHTING I �`5 I ° Q) W r ��° j �x,�- a�41 CALIPER 9 © I Q -WALKWAY LIGHTING ON 'POST. EE DAWN "��-�� 2b - ON 3 POST. E- SEP T SH _ bi T EDGE OF I ° 14 I SEPARAT ALKWAY LIGHTING WALKWAY IGHTING _ - � I S[I�EWAL e I I LAW •r� , x 3 15 LtGx _ I ON 3 POST.SEE VN 3' POS SEE - q• LAWN POLE 5 29 ' I SEPARATE CUT SHE SEPARAT UT SH E ' f - �+ z v CALIP ' �/ ° X 17 30 ` ' I ' LAWN O LAWN n LA� 0 /�\ ! 6 I��LINE SEPARATES LAVYIV / I 4 � L�I � _ �� 1 _ 1 � 1 _ 1� I�1 _ 1 _ IIfI O ° ?X _ - J j I LAWN FROM O° 4 - ' - I NATURAL I .. o © Q © I I ° .✓p/q� VEGETATION 'L Q Ff l �-� Q 0° I Q o N15°4510"W PROPERTY LINE. EXISTING STREET _. 78' TREE --• ...�-�'"�,� APPROX.LOCATION r" - _ -._.,—edge of pavement ~ T ` Wells Avenue - 18_O..MAX. C.to C. (Wells Road) - ^.,.,� .... ... GRADE _ O Z Q EXI5TING TREE LEGEND PROPOSED PLANTING LEGEND 1 �„ , ••w =W BASED ON SURVEY BY: LAN COVERAGE '�,>� ,� ^J '�' : ~: SITE PLAN LANDSCAPING s"MIN • JOHN C. EHLER5 LAND SURVEYOR ALL EXISTING TREES NOTED AND LOCATED ARE SHRUB/ EVERGREEN BROAD LEAF BUILDING AREA : 13,195 SF G" CALIPER OR LARGER. SCALE: I11 = 30' L I G H T I N G G EAST MAIN STREET RIVERHEAD, NY 1190 I ��//��//// DRIVEWAYS: 4,297 SF `X I HOLLY, HETZ JAPANESE 2 EA. s ,o 20' DATED : 10-08-201 9 //� PARKING LOT: 1 1,052 SF Q° OAK TREE IN VARIETY ��. SCTM No. 1000 G 14 I / X 2 OZMANTHUS 'GULFTIDE' THESE PLANS ARE AN INSTRUMENT OF TOTAL IMPERMEABLE SURFACE: 32,05G IO LOCUST TREE IN VARIETY � 5 EA. PERSPECTIVE VIEW TOTAL LANDSCAPE: G7,152 SP SERVICE AND ARE THE PROPERTY OF THE PARCEL ZONED HAMLET BUSINESS HB Q CEDAR TREE IN VARIETY TREE DECI DUOU5 BE PROSECUTED INFRINGEMENTS WILL ELEVATIONS REFERENCE NAVD 88 DATUM LANDSCAPE COVERAGE: G7.7% Q AREA = 99,208 5F OR 2.28 ACRES WALNUT TREE IN VARIETY � 3 CHERRY YOSHINO 3 EA. FENCE POST MINIMUM 2 x 2 202o ALL RIGHTS RESERVED FE IRRIGATION CALCULATIONS © MAPLE TREE IN VARIETY 0 4 DOGWOOD KOU5A 3 EA. WOVEN WIRE FENCE 5 HORNBEAM COLUMNAR 2 EA. (6 x 6 - 10/10 WWF) LANDSCAPE AREA: 28,471 5F z ASSUME 30 ZONES AND I' DIA. PIPE. � G REDBUD FOREST PANSY 2 EA. FILTER CLOTH 2 RUN PER WEEKS ZONES X 3 20 MIN = N Robert I. Brown 1500 MIN WATERING TIME. � 7 ZELKOVA 5 EA. _ SCOPE CAPACITY @ 30PSI W/ I" PPE = 50 GPM MAX TREE EVERGREEN Architect, P.C. 1500 MIN X 50GPM = 90,000 GAUWEEK = 9 GPM....ALLOW 10 GPN EMBED FILTER CLOTH G�DE 2o5 Bay Ave. Greenport NY 8 ARBORVITAE GREEN GIANT 29 EA. MIN. 6" INTO GROUND z into@ribrownarchitect.com 4.. 2 631-477-9752 1 Story NOTE: MAXIMUM DRAINAGE AREA building 1/2 ACRE / 100 LINEAR FEET ITISA VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON SECTION DETAIL THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. o ° ° Q ° Q Q o ° ° ° ° ° • SILT FENCE DETAILS O © ® ® Q O � Q Q Q Q @Q O° SCALE:NTS LFI�D AR.,yi �( ® 0° 0° Q° Q p Q ° - �C��O��Ps © © © Q ® Q Q O®O ©© 0 O Q Q O 0 .s l; O Q 134A F @@ Q Q �dTFOr NEB°Iy0 CLIENT/OWN R V • o O p-1 � © © Q Q X R R Q HARD CORNER U7 � � � o PARTNERS LLC m W. 11111 concrete walk V © Q Q 53530 MAIN ROAD © 0 SOUTHOLD, NY I1971 test � Q! hole �( 0 Q © Qo O PROJECT TITLE !� Q Q° Q © © Q Q @ 0 o Q Q MIXED USE DRAWING TITLE SITE PLAN LANDSCAPING Wells LIGHTING (Wells Road) Avenue DATE SCALE JOHN C. 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MAR.io 2021 i' o' k 3 DRAWING NO ISSUES/REVISIONS ALED4T50Y ALED4T50Y Project: Type: Technical Specifications(continued) Construction Color Uniformity: Other Finish: RAB's range of Correlated Color Temperature Equivalency: DxRrysxwnana.ares „. �9� ._.... _....,._......»,..,. .»....._....".......�..�..._....._,.._,.....� follows the guidelines of the American National Calculation Summary Expanded Luminaire Location Summary ., ;,.y $a�.w ers✓ Prepared B Date: Formulated for high durability and long-lasting Equivalent to 15OW Metal Halide ,- xr"`.s"� 4,a,,,,f.C, -, P Y Standard for Specifications for the Chromaticity Label CalcT a Units Avg Max Min Avg/Min/Min Max/Min Description PtS cLr tS cTb eter T e LumNo a X Y MTG HT Orient Tilt a� 7 T, color of Solid State Lighting SSL Products,ANSI Patents: YP 9 9 P P P Yp � � ��*, 9 9( ) 1 A 9801.237 -5767.577 7.5 0 0 f Green Technology: C78 377-eon. CalcPts 2 BIdg2 Drive Illuminance Fc 0.02 0.2 0 0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal gY 1 A 9797.497 -5767.577 7.5 180 0 The ALEDTM design is protected by patents t,h , 4, CalcPts_2 BIdg2 walkway Illuminance Fc 1.05 2.1 0.2 N.A. 10.50 Readings taken @ 0'-0"AFG 4 4 Horizontal 2 A 9801.403 -5616.875 17.5 0 0 s Mercury and UV free.RoHScompliant Electrical pending in the U.S.,Canada,China,Taiwan and CalcPts 2 Bid 3 Drive Illuminance Fc 0.01 0.1 0.0 N.A. N.A. Readings taken 0'-0"AFG 10 10 Horizontal I a f ' ;`:'pa a ';; � ' ° components. Mexico 9 9 @ 2 A 9797.663 -5816.875 17.5 180 0 , a Driver. Calclots_2 BIdg3 walkway Illuminance Fc 1.14 2.8 0.2 N.A. 14.00 Readings taken @ 0'-0"AFG 4 4 Horizontal 3 E 9665.641 -5702.03 3 0 0 Driver Info LED Info LED Characteristics Warranty: 3 Constant Current,Class 2,1400mi 100-277V, CalcPts 2 BIdg4 Drive Illuminance Fc 0.01 0.1 0.0 N.A. N A. Readings taken @ 0'-0"AFG 10 10 Horizontal 4 E 9665.343 -5725.35 3 0 0 ' I ts Type Constant Current watts 50W LEDs: 50-6OHz,0.8A,Power Factor 99% RAB warrants that our LED products will be free 5 E 9665.578 -5736.737 0 0 �, f s from defects in materials and workmanshipfor a CalcPts_2 BIdg4 walkway Illuminance Fc 1.36 3.1 0.3 N.A. 10.33 Readings taken @ 0'-0"AFG 4 4 Horizontal 120V 0 46A Color Temp 3000K(Warm) Multi-chip,high-output,long-life LEDs THD: 6 E 9657.995 -5750.565 3 270 0 f! g i period of five(5)years from the date of delivery CalcPts 2 BIdgS Drive Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal ail de 208V 0.27A Color Accuracy 71 CRI 7 E 9670.56 -5757.195 3 90 0 I!s a s f" Color Consistency: 6.1%at 120V,9 4%at 277V to the end user,including coverage of light CalcPts_2 BIdg5 walkway Illuminance Fc 1.15 2.8 0.3 N A. 9.33 Readings taken @ 0'-0"AFG 4 4 Horizontal 8 E 9671.405 -5765.28 3 0 0 a ° f Color Bronze Weight:32.0 Ibs 2a0V 0.23A L70 Lifespan 100,000 Hours output,color stability,driver performance and CalcPts 2 Walkway Illuminance Fc 1.58 7.1 0.0 N A. N.A. Readings taken @ 0'-0"AFG 4 4 Horizontal 9 E 9687.502 -5775.407 0 0 I 11 a y 277V 0.20A Lumens 7,127 3-step MaoAdam Ellipse binning to achieve Power Factor: fixture finish.RAB's warranty is subject to all consistent fixture-to-fixture color 99.6%at 120V,96%at 277V terms and conditions found at CalcPts.-Landscape Illuminance Fc 0.10 3.9 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 10 E 9687.416 -5787.602 0 0 a n Input Watts 5a.81w Efficacy 130 1mM/ CalcPts Landscape_1 Illuminance Fc 0.36 1 0.7 0.2 N.A. 3.50 Readings taken @ 0'-0"AFG 10 10 Horizontal 11 E 9687.588 -5812.502 0 1 0a Color Stability: Surge Protection- rablightinOcomhvarranty 12 E 9687.846 -5824 636 0 0 'a q; gg LED color temperature is warrentied to shin no Buy American Act Compliance: CalcPts Landscape_2 Illuminance Fc 0.15 2.9 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal Ff f 3 6kV surge suppression protection tested in 13 E 9659.478 -5827.565 270 0 9, more than 200K in color temperature over a 5- accordance with IEEE/ANSI C62.41.2. RAS values USA manufacturingl Upon request, CalcPts Landscape_3 Illuminance Fe 0.00 0.0 0.0 N.A. N.A. Readings taken @ 0'-0"AFG 10 10 Horizontal 14 E 9726.978 -5775.407 180 0 Y E f° _..__ ___._ _. year period b f , a RAB may be able to manufacture this product to Call_Offsite Illuminance Fc 0.01 0.7 0.0 N.A. N A. Readings taken @ 0'-0"AFG 10 10 Horizontal 15 E 9727.321 -5803.546 180 0 a 111 be compliant with the Buy American Act(BAA). CalcPts Parking Lot Illuminance Fc 2.71 7.0 0.9 N.A. 7.78 Readings taken@0'-0"AFG 10 10 Horizontal 16 E 9727.102 -5818.239 180 0 [ @ Technical Specifications Please contact customer service to request a CalcPts PL Illuminance Fc 0.08 1.40 0.00 N.A. N.A. Readings taken @ 0'-0"AFG 10 N.A. Horizontal 17 E 9726.978 -5831.557 180 0 H I f 4z quote for the product to be made BAA 18 E 9735.535 -5773.674 90 10 Compliance Effective Projected Area Housing: compliant 19 E 9743.27 -5737.757 180 0 DIltoiimfeal8e8er§donerated from this layout must be forwarded to the Local Rep Agency 20 E 9737.602 -5729.03 13 180 0 UL Listed: EPA=0.75 Die-cast aluminum housing,lens frame and Optical Symbol ty Tag Label Arrangement LLF Description BUG Rating 21 E 9675.175 -5698.713 90 0 Suitable for wet locations as a downlight IP Rating: mounting arm BUG Rating: 22 E 9687.5 -5698.709 90 0 i Mounting: 2 A ALED4T50Y SINGLE 1.000 LED4T50Y(Pole Mounted,TYPE IV) B1-U0-G2 v IESNA LM-79&IESNA LM-80 Testing: Ingress Protection rating of IP66 for dust and SO UO G1 23 E 9698.532 -5698.9 3 90 0 a water Universal mounting arm compatible for hoe 2 A ALED4T50Y x 2 @ 180° BACK-BACK 1.000 LED4T50Y(Pole Mounted,TYPE IV) B1-U0-G2 24 E 9709.44 5698.719 90 0 : $ 8 RAB LED luminaires and LED components have spacing patterns from 1"to 5 atib atibcenter l 4 D WPLED5Y SINGLE 1.000 PLED5Y Wall Mounted 3, been tested by an independent laboratory in Ambient Temperature: W ( ) Bo-U1-GO 25 E 9719.948 -5698.793 90 0 center Round Pole Adaptor plate included as a 50 E BLED5Y-36 SINGLE 1.000 LED5Y-36 Bollard accordance with IESNA LM-79 and LM 80 Suitable for use in u to 40°C 1047E standard.Easy slide and lock to mount fixture Dimensions Features (Bollard) BO-U1-GO 26 E 9731.326 -5698.745 90 0 g P ( ) Y 27 E 9659.699 -5693.309 270 0 Dark Sky Conformance: Cold Weather Starting: with ease Round pole diameter must be>4"to ^' rgy cost savings vs.HID ;«. 66%ere 28 E 9950.883 -5837.209 180 0 o r mount fixtures at 90°orientation. �' o Conforms to(allows for conformance to)the Minimum starting temperature is 40°C(40°F) T 100,000-hour LED lifespan 29 E 9953.085 -5802.787 3 270 0 . f 8 P q requirements for the IDA's"Fixture Seal of Reflector. 30 E 10044.21 -5837.531 180 0 k _' Approval"as of March 1,2016 Thermal Management: Q ? 5-Year,No-Compromise Warranty r Specular vacuum-metallized potycarbonate 31 E 10046.397 5810.742 3 270 0 a n Performance Superior thermal management design with Gaskets: t" 32 E 10140 455 5799.971 3 270 0 external Air-Flow fins provides maximum 33 E 10137.667 5841.304 3 180 0 g Lifespan: operational life,even in high ambient High-temperature silicone gaskets 34 E 10233.807 5810.531 3 270 0 100,000-Hour LED lifespan based on IES LM-80 temperature environments 35 E 10231.55 -5842.693 180 0 6 results and TM-21 calculations 36 D 9975,902 -5795.804 270 0 1 - ALED4T50Y ALED4T50Y x 2 @ 180' WPLED5Y BLED5Y-36 37 D 10069.407 5803.813 8 270 0 ¢ Construction 38 D 10162 402 5792.884 8 270 0 ". IES Classification: 39 D 10255 657 5803,813 8 270 0 The Type IV distribution(also known as a 40 E 9743.303 -5751.33 3 180 0 y Forward Throw)is especially suited for 41 E 9737.657 -5716.017 180 0 ' < S`s mounting on the sides of buildings and walls, NoTEs 42 E 9737.437 -5702.227 180 0 r a s a g and for illuminating the perimeter of parking 'Thelght loss kictor(LLF)isa product of many variables,only lamp lumen depreuabon(LLD) 43 E 9671.281 -5745.362 0 0 i< 9s areas It has been applied to the calculated results unless otherwise noted The LLD is the result(quotient) produces a semicircular distribution of mean lumens I initial lumens per lamp manufactumm'specificatans 44 E 967957 -5773.65 3 90 0 with essentially the same candlepower at lateral 'illumination values shown(in tootCandles)am me predicted results for planes of calculation ? 45 E 9671.437 -5832.813 90 0 angles from 90'to 270°. enher horizontal,vertical or inclined as designated in the calculation summary Meter orientation 46 E 9698.696 -5832.973 90 0 is normal to the rlane of calculation it 47 E 9735.242 -5833 461 270 0 � _• _..._..._._.......,_„_.._. .._____„��...•.._•._....... The calculated resuhs of this lighting simulation represent an anticipated prediction of system 48 E 9713,731 -5832.904 90 0 € pedolmance Actual measured results may v y from the anhcipated performance and amsubject PROPOSED POLES TO BE MOUNTED a ro means and methods which am beyond the control of RAB Li(htmg Inc 49 A 9781.849 -5705.87 17.5 270 0 ON 30"TALL CONCRETE BASE. 50 A 9833.851 -5705.87 17.5 270 0 " 'Mounnngmon intofthelumermination iaim,s job smbol)cobetac,our linatteghting topftheions assumesmounting BASE TO BE DESIGNED BY OTHERS. 51 E 9687.502 -5800.578 0 0 ^r"i height(insemon point of the luminairo symbol)fo betaken at the top of the symbol for ceiling n "a mounted luminaires and at the bottom of the symbol for all other luminaim mounting configurations 52 E 9727.235 -5790.072 180 0 m �_ It is the Owner's responsibility to confirm the suitability of the euni or proposed poles and bases 53 E 9665.688 -5713.607 0 0 v o E B to support the proposed fixtures,based on the weight and EPA bf the proposed fixtures and the owner's 54 E 9683.957 -5833.074 90 0 y g site soil conditions and wind zone It is recommended that a professional engineer licensed to practice 55 E 9965.389 -5802.787 270 0 $_m the state the site is located be engaged ro assist in this determmatwn PS4-11-15 D2 u W 56 E 10059.025 5810.85 3 270 0 n The landscape o material shown hereon is conceptual,and is not intended ro be an accurate 57 E 10152.382 5799,949 3 270 0 0 reprosentation of any pamcular plant,shrub,bush,entree,as these materials are living objects, j and subject to constant change The conceptual objects shown ale for illustrative purposes only 58 E 15245.679 5810.6393 270 0 � PS4-11-15D2 , The actual illumiration values measured m the field will vary PS4-11-15 D 2 Total Quanti :60 'Ph tometric model elements such as buildings,moms,plants,fumishings or any amhitectuml A details which impact the dispersion of light must be detailed by the customer documents for inclusion in the RA9 lighting design model RAB Is not responsible for any inaccuracies caused by incomplete information on the part of the customer,and reserves the right to use best judgement when tlanelahng Technical Specifications(continued) costumer requesis into photometric studies Project: Type: ��'-'��yy -RASLightingIncIuminereandproductdesignsareprotectedunderUsandinternationalIntellectual Construction Pre-Shipped Anchor Bolts: Other Rr+� fx f property haws Patents issued or pending apply B B.E F. D Anchor Bolt: Bolts can be pre-shipped upon request for Terms of Sale: -- - - ---- Galvanized anchor bolts and galvanized additional freight charge Prepared By: Date: 9 Pole Terms of Sale is available online [MAR 1,7 202 i hardware and anchor bolt template.All bolts Max EPA'slMax Weights I Buy American Act Compliance: have a 3"hook. 70MPH 17.4 ft.l450 Its. Anchor Bolt Templates: 8OMPH 12.5 ft./440 lb, RAB values USA manufacturing!Upon request, --- RAB may be able to manufacture this product to Southold Town WARNING Template must be printed on 11"x 90MPH 9.0 ft./440 Its. be compliant with the Buy American Act(BAA). Planning Board 17"sheet for actual size.CHECK SCALE BEFORE 10OMPH 6.6 ft.1440 lb. Please contact customer service to request a USING.Templates shipped with anchor bolts 110MPH 4.8 ft.l435 Its. quote for the product to be made BAA 120MPH 3.4 ft./4351b. and available COhtle. 130MPH 2.3 ft./435 lb. compliant 140MPH 1.4 ft./430lb. THESE PLANS ARE AN INSTRUMENT OF 15OMPH 0.8 ft./420lb SERVICE AND ARE THE PROPERTY OF THE Square steel poles drilled for 2 Area Lights at 180°.Designed for ground mounting. .. .. - .,_,•_„_- ARCHITECT.INFRINGEMENTS WILL Poles are stocked nationwide for quick shipment.Protective packaging ensures �.. .._ .____ _. .........._....._ .. - - BE PROSECUTED poles arrive at the job site good as new. Dimensions Features Color Bronze Weight:1058lbs 2020 ALL RIGHTS RESERVED Designed for ground mounting ergo t, Heavy duty TGIC polyester coating Reinforced hand holes with grounding lug and removable cover for _ easy wiring access �' Technical Specifications Pole caps,base covers&bolts are sold separately BLED5-36Y ;� BLED5-36Y ;� , Custom manufactured for each application Compliance Color: Shaft Size: a' 15 CSA Listed. Bronze powder coating 4" h(� t Technical Specifications(continued) Suitable for wet locations Height: Hand Hole Dimensions: Robert I. Brown Project: Type: Construction 15 FT 3^x 5" ' Construction Other Electrical Shaft: Weight: Bolt Circle: Architect, P.C. Finish: Warranty: Driver: 46,000 p.s.i.minimum yield. 106lbs 8 1/2" hoyal Formulated for high durability and long-lasting RAB warrants that our LED products will be free Multichip 5W high output long life LED Driver Hand Holes: Gauge: Base Dimension: 20 Bay Ave. Greenport NY( Prepared By: Date: 14 ! color from defects in materials and workmanship fora Constant Current,Class II,120V-240V,50/60 Hz, p period of five(5)years from the date of delivery 400mA Reinforced with grounding lug and removable 11 8" Info@ribrownarehrteet.com I Anchor Bolt: to the end user,includingcoverage of light cover Wall Thickness: 631-477-9752 The anchor bolts for the BLED's have the output,color stability,driver performance and Base Plates: 1/8" •`""""•....:w:__..____.. .._....._... following dimensions 1/2-13 x 12 1/4"long fixture finish.RAB's warranty is subject to all Slotted base plates 36,000 s i. with 2 3/4"hook.Available online in pdf file. terms and conditions found at P P t I Driver Info LED Info Green Technology: Shipping Protection: [abliq htinq.comlwa rarity. Type Constant Current Watts 5W Mercury and UV free.RoHScompliant Equivalency: All poles are shipped in individual corrugated 120V 0.1A Color Temp 3000K(Warm) components Equivalent to 13W CFL or 6OW Incandescent cartons to prevent finish damage IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 208V 0 06A Color Accuracy 87 CRI Professional Grade LED Bollards compliment any pathway or landscape design. 240V 0 05A L70 Lifespan 100,000 Hours Buy American Act Compliance: UNLESS ACTING UNDER THE DIRECTION OF A Low profile SW Square LED comes in Cool,Warm and Neutral color temperatures. 277V N/A Lumens 128 RAB values USA manufacturing)Upon request, LICENSED ARCHITECT,TO ALTER ANY ITEM ON Bollards come in 18,36 and 42"versions Input Watts 5.2W Efficacy 24 6 Im/W RAB may be able to manufacture this product to THIS DRAWING IN ANY WAY.ANY AUTHORIZED Color Bronze Weight:10 8 Ibs be compliant with the Buy American Act(BAA). ALTERATION MUST BE NOTED,SEALED,AND _...___•___•�. � ••_•_•.•.__ • Please contact customer service to request a quote for the product to be made BAA DESCRIBED IN ACCORDANCE WITH THE LAW. �..J compliant. s Technical Specifications Dimensions Features I I D AP Compliance Lumen Maintenance: Mounting r q I High output LED UL Listed:_.-.._ The LED will deliver 70%of its initial lumens at 36"Bollard 100,000-hour life 100,000 hours of operation Superior heat sinking with die cast aluminum housing Suitable for wet locations Cold Weather Starting: - IESNA LM-79 8.IESNA LM-80 Testing' Color Consistency: Minimum starting temperature is 40°C(40°F) Meets ADA Requirements *, 3-step MacAdam Ellipse binning to achieve LLL RAB LED luminaires and LED components have Maximum Ambient Temperature: - consistent fixture-to-fixture color r"V been tested by an independent laboratory in ty Suitable for use in up to 40°C(104°F) 7,ecm WPLED5Y ,� WPLED5Y ;� '- i accordance with IESNA LM-79 and LM-80. Color Stability: Dark Sky Conformance: LED color temperature is warrantied to shift no Gaskets: '�• 34� ( Conforms to(allows for conformance to)the more than 200K in color temperature over a 5- High-temperature silicone •--T-• •-"•'-'----------------- --- (�J��ti y yearperiod s� requirements for the lDNs"Fixture Seal of . � Technical Specifications(continued) Approval"as of March 1,2016. Color Uniformity: "n Project: Type: Performance RAB's range of Correlated Color Temperature �',¢4'%"-_ LED Characteristics Color Stability: Surge Protection: follows the guidelines of the American National - I Lifespan: ..- -- LEDs: LED color temperature is warantied to shift no 1 KV P Standard for Specifications for the Chromaticity • _ >.:- 100,000-Hour LED lifespan based on IES LM-80 of Solid State Lighting(SSL)Products,ANSI �--,y e - �- CLIENT OWNER A,,'�,_,' more than 200K in color temperature over a 5- / 1 r;,�ti- SW,high-output,long-life LED C78.377-2017 227• -I •.j>r,h;.,,4,. �€ Prepared By: Date: year period results and TM-21 calculations r � '. ColorTemperature: . LED Characteristics Construction o or Uniformity: §. CI CI i Housing: •••••" `, NS`` 3000K RAB's range of Correlated Color Temperature r - _ - HARD CORNER Color Temperature: g •••�• .___,_. w._.__ _.._. _..•__, �^ � •� • ,,. I . Color Consistency: follows the guidelines of the American National PARTNERS LL C 3000K Precision die-cast aluminum housing,lens frame x4t. Standard for Specifications for the Chromaticity 3-step MacAdam Ellipse binning to achieve of Solid State Lighting(SSL)Products,ANSI Driver Info LED Info consistent fixture-to-fixture color C78.377-2017. Type Constant Current Watts 5W Electrical 5353o MAIN ROAD '"'. . : 120V 0.18A Color Temp 3000K Warm) SOUTHOLD NY 11 1 -- 208V 0.18A Color Accuracy 68 CRI Drivers: 97 f 7 LED 5W Wall packs.patent-pending thermal management system.100,000 hour 240V 0.18A L70 Lifespan 100,000 Hours Constant current,Class 2,100-240VAC,50-60 L70 lifespan.5-year,no-compromise warranty. 277V N/A Lumens 128 Hz,0.18 Amps. Color Bronze Weight:2.0 lbs Input Watts 5.3W Efficacy 24.2 Ini PROJECT TITLE Dimensions Features •.ir•-i..: ? High performance LED light engine '4 Maintains 70%of initial lumens at 100,000-hours Technical Specifications Weatherproof high temperature silicone gaskets MIXED USE Superior heat sinking with die cast aluminum housing and external Compliance Cold Weather Starting: Other fins UL Listed' Minimum starting temperature is 40°C(40°F) Patents: Replaces 13W CFL or 60W Incandescent Suitable for wet locations in downlight position Housing: The WPLED design is protected by patents 7-7 Con100 up to 240 Volts only Suitable for mounting within 1.2m(oft)of Precision die-cast aluminum housing and pending In the U.S,Canada,China,Taiwan and 5-Year,No-Compromise Warranty DRAWING TITLE the ground. mounting plate.1 1/2"backbox with three 1/2" Mexico. xr T IESNA LM-79&IESNA LM-80 Testing: conduit entry points. Warranty: -= SITE PLAN 1N RAB LED luminaires and LED components have Gaskets: RAB warrants that our LED products will be free ,.yM ; been tested by an independent laboratory in High-temperature silicone gaskets from defects in materials and workmanship fora LIGHTING STUDY z accordance with IESNA LM-79 and LM-80. period of five(5)years from the date of delivery Performance Finish: to the end user,Including coverage of light Formulated for high durability and long-lasting output,color stability,driver performance and Lifespan: color fixture finish.RAB's warranty is subject to all terms and conditions found at 100,000-Hour LED lifespan based on IES LM-80 Green Technology: rablighting com/warrenty, DATE SCALE results and TM-21 calculations Mercury and UV free.RoHS-compliant Equivalency: -�- Construction components. MAR.10,2021 N/A Equivalent to 13W CFL or 60W Incandescent IP Rating: Buy American Act Compliance: DRAWING NO. Ingress Protection rating of IP66 for dust and water RAB values USA manufacturing!Upon request, RAB may be able to manufacture this product to - Ambient Temperature: be compliant with the Buy American Act(BAA). Suitable for use in up to 40°C(104°F) Please contact customer service to request a quote for the product to be made BAA compliant ISSUES/REVISIONS MAR 17 2021 Southold Town Planning Board THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 202o ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. A�y�T p� Q �3� OFF TF0r �y CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE _ FOUNDATION PLAN MIXED USE 0 5 10 DRAWING TITLE BUILDING FOUNDATION PLAN DATE SCALE MAR.10,2021 S/ =1'-0' DRAWING NO. ISSUES/REVISIONS I UP 15-1 1" a " 27-0" UP 47_10" RECEIVED F 27-0" _ hv1AR 17 2021 13 7.3 GROSS 5f UNIT 3 o -ihold Town RETAIL 1D Planning Board — — — FA �, N THESE PLANS ARE AN INSTRUMENT OF POSSIBLE WET SERVICE AND ARE THE PROPERTY OF THE RETAIL USE ARCHITECT.INFRINGEMENTS WILL 123G.2 net sf BE PROSECUTED 202o ALL RIGHTS RESERVED • UNIT 1 UNIT2 DRY RETAIL DRY RETAIL Robert I. Brown Architect, P.C. ao Bay Ave. G ort NY 1 ,803.3 GROSS S.F. 1 ,803.3 GROSS S.F. f .;" 5 Green port info@ribrownarchitect.com 1 ,744.2 NET S.F. 1 ,744.2 NET S.F. 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND (► DESCRIBED IN ACCORDANCE WITH THE LAW. \J O 134 <� CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 FIRST FLOOR PLAN 10 PROJECT TITLE MIXED USE DRAWING TITLE BUILDING 1 FIRST FLOOR PLAN DATE SCALE MAR.10,2021 3/16"=i-o" DRAWING NO. PRELIMINARY ISSUES/REVISIONS I I I � I I I I I I I I I I I I I I I I I I i I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I D MAR 17 2021 _------- 5outho!d 7oYa I I I Planning Board I I I I I I I I I I I I ( I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE I ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 202o ALL RIGHTS RESERVED I I I I I I I I I I Robert I. Brown — _ - - - - - - - - - Architect, P.C. 20 Bay Ave. Greenport NY I info@ribrownarchitect.com 31-477-9752 I I I I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. QED Ap I I I I i CLIENT/OWNER I I HARD CORNER PARTNERS LLC 53530 MAIN ROAD - - __ - - - - - - - - - - - - - - - - - - _I SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE ROOFPLAN DRAWING TITLE ° 5 io BUILDING i FIRST FLOOR PLAN DATE SCALE MAR.10,2021 3/16"=1'-o' DRAWING NO. Azi PRELIMINARY ISSUES/REVISIONS f ROOF PITCH: I ROOF PITCH: ROOF PITCH: 9-1/4/ 12 I 9-1/4/ 12 9-1/4/ 12 j ROOF CRICKETS EPDM I ( ROOF CRICKETS EPDM METAL STANDING SEAM s I j 1 MEMBRANE @ 1 .5 / 12 PITCH ( 1 MEMBRANE @ 1 .5 / 12 PITCH ROOF (GRAD BUILDING TRIM TO BE j ` ; jl j ' Ei PAINTED WHITE i k I : I ' $ BUILDING TRIM TO BE S I ( PAINTED WHITE u u I x G CEMENTITIOUS VERTICAL BOARD SIDING D IN 4 PAINTED WHITE (TYPICA� ' ° _ € i ` I"x G" CEMENTITIOUS jj ' � I kI � . ! I , I i i I � I k � E I Fffl I ffil [ffl VERTICAL BOARD SIDING (\ PAINTED WHITE (TYPICAL) -' IE = I D � � II � s � ROOF PITCH:m METAL STANDING SEAM R()Of PIT H: R OF PIT H: I 3 / 12 ROOF (GRAD 3 I TF1 I I ITI, I BUILDING TRIM TO BE BUILDING TRIM TO BE PAINTED WHITE PAINTED WHITE 4 ALL WINDOW FRAMES --- —_- ALL WINDOW FRAMES AND SASHES TO BE - .„ ..---. - = =-- !" AND SASHES TO BE BLACK E BLACK CEMENTITIOUS SHINGLES CEMENTITIOUS SHINGLES CEMENTITIOUS SHINGLES E I'QED WITH G" EXPOSURE, WITH G" EXPOSURE, WITH G" EXPOSURE, 7 --7 NORTH ELEVATION PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) MAR 17 2021 I 0 5 10 Southold IOwn� Planning Board THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 202o ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. zo Bay Ave. Greenport NY in?o@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON ROOF PITCH: ROOF PITCH: ROOF PITCH: THIS DRAWING IN ANYWAY. ANY AUTHORIZED 9-I/4/ 12 I ; 9-1/4/ 12 ALTERATION MUST BE NOTED,SEALED,AND E I ! DESCRIBED IN ACCORDANCE WITH THE LAW. E q S € € ROOF CRICKETS EPDM I � � ROOF CRICKETS EPDM i MEMBRANE @ 1 .5 / 12 PITCH MEMBRANE @ 1 .5 / 12 PITCH �(E-�SBARC�,/ BUILDING TRIM TO BE ! I I I A BR I 6 I BUILDING TRIM TO BE PAINTED WHITE � � € � � ; � I � � 1 t PAINTED WHITE Iz�� " x G" CEMENTITIOUS I I x G CEMENTITIOUS VERTICAL BOARD SIDING I ° s I I I E I I VERTICAL BOARD SIDING PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) / CLIENT OWNER , , ROOF PITCH: 3 ; - - - — METAL STANDING SEAM 3 / 1 2 t - ---mm---- ROOF (GRAY) HARD CORNER ROOF PITCH: PARTNERS LLC 1 3 . t I 53530 MAIN ROAD SOUTHOLD, NY 11971 BUILDING TRIM TO BE -- _ BUILDING TRIM TO BE PAINTED WHITE I _ PAINTED WHITE ® ® PROJECT TITLE I1 � J ALL WINDOW FRAMES I ALL WINDOW FRAMES MIXED USE AND SASHES TC BE AND SASHES TO BE BLACK BLACK DRAWING TITLE CEMENTITIOUS SHINGLES CEMENTITIOUS SHINGLES WITH G" EXPOSURE, WITH G" EXPOSURE, BUILDING � SOUTH ELEVATION PAINTED WHITE (TYPICAL) PAINTED WHITE (TYPICAL) 0 s 10 NORTH ELEVATION SOUTH ELEVATION DATE SCALE MAR.10,2021 3/16"=i-o" DRAWING NO. Pot PRELIMINARY ISSUES/REVISIONS ROOF PITCH: \ 9- 1/4 / 12 I " x G" CEMENTITIOUS VERTICAL BOARD SIDING PAINTED WHITE (TYPICAL) -r I 1 I BUILDING TRIM TO BE PAINTED WHITE BUILDING TRIM TO BE PAINTED WHITE ---_--- ALL WIN DOW FRAM ES T. .: ... _ AND SASHES TO BE CEMENTITIOUS SHINGLES ROOF PITCH: ----_. __.__ - __.._._ _- f I I I I I I BLACK WITH G" EXPOSURE, 3 / 12 -- PAINTED WHITE (TYPICAL) ROOF PITCH: --_ _ _ — 3 / 12 __-__..________ _____._—__..�___. __ _._ Souffiold Town Planning Board THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE CEMENTITIOUS SHINGLES ARCHITECT. INFRINGEMENTS WILL WITH G" EXPOSURE, BE PROSECUTED E A S T ELEVATION PAINTED WHITE (TYPICAL) 202o ALL RIGHTS RESERVED 0 5 10 Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY ROOF PITCH: in I 9- 1/4 / 12 631-477-9752 I " x G" CEMENTITIOUS VERTICAL BOARD SIDING € IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON PAINTED WHITE (TYPICAL) s THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. BUILDING TRIM TO BE �c>��LpRf?' PAINTED WHITE �° BUILDING TRIM TO BE PAINTED WHITE �.____.._..._. _.—.- .___......_....�.... ...._.._ _ _......_......_..._.._..—_.._._.._.__.._.,._.._..._. ._.._ ALL WINDOW FRAMES _ CEMENTITIOUS SHINGLES AND SASHES TO BE - — --- --- - - -- -- - --- BLACK WITH G" EXPOSURE, — CLIENT/OWNER PAINTED WHITE (TYPICAL) �— HARD CORNER - PARTNERS LLC o MAIN ROAD - — SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE C .__._...._�.___._.....__..._........._. _.._.._..._......_...__._..�.....__._._._..�..,._.�,_..._...__...�.._._..._._.._.._._._......_._...._ I� DRAWING TITLE BUILDING 1 EAST ELEVATION WEST ELEVATION CEMENTITIOUS SHINGLES DATE SCALE WITH G" EXPOSURE, MAR.10,2021 3/16"=i-o" WEST ELEVATION PAINTED WHITE (TYPICAL) DRAWING NO. AM 0 5 10 PRELIMINARY ISSUES/REVISIONS C MAR 17 2021 1 �— z Southolo room— w Q Planning Board rn THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE BE PROSECUTED INFRINGEMENTS WILL zozo ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay,Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. �DARC,yi Q ,qTF 0, N FOUNDATION P L A N CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 FOUNDATION PLAN DATE SCALE MAR.10,2021 DRAWING NO. PRELIMINARY ISSUES/REVISIONS 1 2'-4" UE5T B DROO 0 N I Ln -6" 1 8 I GUEST BEDROOM i I �Y) r-- - 7 MAR 17 2021 w = L�Sour— - rs v�ola ion w m Planning Board m Q N rn O KITCHE z THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL 14'-8" J MASTER BEDROOM BE PROSECUTED 202o ALL RIGHTS RESERVED c� N 17_8 Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com GARAGE 1 1 8 GREAT ROOM 631-477-9752 0 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LAU N DR 2 1'-5" I LICENSED ARCHITECT,TO ALTER ANY ITEM ON UTILITY THIS DRAWING IN ANY WAY. ANY AUTHORIZED J ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. OX, FIRST FLOOR PLAN 0 5 10 CLIENT/OWNER HARD CORNER PARTNERS LLC 1 ,502.0 5f net 53530 MAIN ROAD SOUTHOLD, NY 11971 1 ,597.7 5f gross PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 FIRST FLOOR PLAN DATE SCALE MAR.10,2021 1/4" DRAWING NO. " 3 PRELIMINARY ISSUES/REVISIONS [ F� -- klAR 17 2021 L_ SOuthold I vn — Planning Board THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 202o ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay.Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ,RT 1.'q CFO O L +mod CF N" y ROOFPLAN CLIENT/OWNER , 1///Z 0 5 io HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 ROOF PLAN DATE SCALE MAR.10,2021 1 1/4' DRAWING NO. A14 PRELIMINARY ISSUES/REVISIONS WHITE VERSATEK TRIM (TYPICAL) �T III II II FIBERGLASS SHINGLE : NOT FIBERGLASS SHINGLE NOTE: ROOF DARK GRAY {" ALL OOF PITCHES = ROOF DARK GRAY ALL ROOF PITCHES = [I 111 11 IT ' 8/I2 , .Ttj .... ..,,A .€ e. 1. l , ! ! € .G..r..L .....1, ,-1. _ ....,..... t £ tt T{ , ` . _�. .. Z T .r+_ T ` 1 .......... iLi 'rj. I s 6 - " ", _ _ E . i ! 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I � (-_,� I 1. �1..�1_�.�.i..� � Y �4F i 1 i ( i ! ! f tW�� " I i i yf 3 i # I {j ! l I 1 i I 1 I ».._...I_._ -..�....,_ D D El L-1 I I I e �`E t ®k tAAR 17 2021 WEST ELEVATION NORTH ELEVATION L_------ SOutnold TOwn 0 5 10 0 5 10 Planning Board THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 202o ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. Zo5 BaX Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND "M Lry I IT I I I IT I I DESCRIBED IN ACCORDANCE WITH THE LAW. 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(000-61-3-7 DWYER.CURTI5 J Po� 1000-61-1-13.1 FLEET BANK OF NEW YORK NATIONAL ASSOCIATION 2245 MGR LLG , 1000-61-3-8.5 1000-61-4-12 66' ; CEMETERY OF FIRST CHURCH GON6RE6ATION MGGORMAGK TAMMY A Q S"Ove 1000-61-1-15.5 1000-61-3-8.1 � . u SOUTHOLD FREE LIBRARY GA6L I USO.JO5EPH. . ; TOW Pwc1� b GAGLIUSO.ROSEMARIE 1000-61-4-13 ARM.GERALDIN.. +0 1000-61-7-a ARM.HERBERT. , b1- b\ 1000-61-1-15.2 METGALF.RUTH SOUTHOLD FREE LIBRARY 1000-61-4-14 1000-61-1-8 TI NNELLY.GLAIRE MORIZZO.NIGHOL 1000-61-1-16 FHV LLG 1000-61-7-7 1000-61-4-15.1 MITRANI.JOSEPH DEROSIER LOTS. MITRANI.SHARON ROWE.TREVOR 1000-61-I-17 1000-61-1-6 % ' ; ; DOBI ING 5GHADE.THOMA5. 1000-61-4-17.3 ; '; U� � ,� ', �, '; w ,, 1000-61-I-18 SGHADE.GHRISTINE ROBERT H ROTHMAN D B AND B GORP 1000-61-7-5 MRAZ MARY `a MRAZ.MIGHAEL 1000-6 I-4-17.I i ' ` 1000-61-1-19CLIFF $ CLIFF REALTY CORP 1000-61-7-10 MGKENNA FAMILY JE5TER.DONNA $ b\-A-0 JESTER.ROBERT R ; ' ; 1000-61-1-20 e TWO MEN REALTY CORP. . 1000-61-7-11 1000-61-4-18 ! 11 G2UAIN PROPERTIES LLG HN. WATTEZ 6ARANGE BERTANI.JO BERTANI.LI HN. WATTEZ. 6ENEVIEVE. b\�s^ , ; i '; I000-6I-I-2I WATTEZ. EDOUARD '; ; ; ` a-\� THOMAS J 5GHLEGHT JENNIFER M SGHLEGHT 1000-61-7-12 t BELLE ANNE DOLAIV BISHOP 1000-6 I-4-I q.I OLIVANNE LLG ; 1000-61-1-22 , . 1, PAOL I.JANE (000-61-7-IS � HA6ERMAN.DAN I EL. 1000-61--1-17.11 HA6ERMAN.DAWN MOORE.RIGHARD. . . .N. ; t �.-- -`- 1000-61-1-23 MOORE.JANIGE ; o,�,\aa�' GHARRON.ANDREW 1000-6 I-4-3 , s y�o•�� v�D GOSTANTINO.JAGLYN COWLEY.JO5EPH.. 1000-61-7-17.12 JORDAN GOWLEY.PATRIGIA SOUTHOLD GARDENS t`'1p\M 63�11 PROPERTY OWNERS ' 1000-61-2-4 1000-61-4-4 b��'\z 240 BEGKWI TH AVENUE LLG TOWN OF SOUTHOLD 1000-61-7-17.10 GOGHRAN HELEN M. . . . . ; 1000-61-4-5 COCHRAN ROBERT G 1000-61-2-7.3 54075 MAIN ROAD REALTY LLG SOUTHOLD PARK DISTRICT 1000-61-7-17.G ; b�,0 1000-61-4-6 BELVILLE RYAN b��_� ---------------- - -' 'J''---- b�A\�A HG NOFO LLG DEMARTINO GHRISTINA 1000-6 I-4-7.2 1000-61-7-17.5 MLRV GORP SEPE.NANCY 000 LIEC7EY.M I GHAEL 6�,� g0' g®' 1000-61-4-8 63 5 br'00 HAGERMAN DUNN.MARILYN 1000-61-4-cf.2 M15ERAND I NO.DOMI NICK. - M I SERAND I NO.MARGHERI TA 1000-61-4-cf.3 HOWARD BRIAN JOHN. . . .N. MITSOTAKIS.DEMETRA '1kiaMorbd ak.rotka a otltlkkm m a.I.wy mop b" a Ncw..tl ION prY.ed Y a Nokkbn d—tb T"rb .bn 3,d tM N—Y.*&at.E.Wab L—.' RECEIVED bnl cwr.hnm Hr a�ol d thls marlua kh an final o,dr IaN.0�s .tapwe.sal.nau b+ca.mw.e m b.wld trw ��. ti. N.at�.tNkat.dl—lk, Nt . MAP; 17 2021 I b,L=&~Y .5d waNtbnd h.11 al `J �..ym..�aN�.tNa..Nall an m k,.p.non,ar and at •b.haN m the tkl.cw,gay. 6RAPHIG SCALE 1"-100' Southold Town ta.a..ateow.m.mamkNnantokw. mi ate,aN N.Ntg..tw,tw„Irt.d ON m th.assgres d ur N dtg Yrtkutbn, GrtNbo- Planning Board 200 300 JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 2F.0_Q7QQ Rav 'AA0_Q7Q7 i?�i�'i_f'•\TT�ar�\Tnl,r,\Tlrn.,l,nv\(1'2\!lZ\f1Z_7QZ Vow man.,rn ISSUES/REVISIONS M� ° � I ° E L Y F IO KEY MAP n.t.s. s o ° o L o z o o rn Land Now or Formerly of: Land Now or Formerly of: G, z J J Denis Salzman t Regina Salzman Lisa Schiller BUILDI�G 1 'stoFy ~ Land Now or Formerly of: Andrea Weiss Building E5teve5 Holding Corp. MIXED USE BUILDING 3 COMME} CIAL UNITS ON FIRST FLO R �v DRIVEWAY (Right of Way) Land Now or Formerly of: E5teve5 Holding Corp. driveway 3AFFORDt BLEAPARTME TS k S15°55 50 E ON SECOND FLOOR k = PROPERTY LINE c 4.12,� :• ::::: LANDSCAPE BUFFER In • — 4 CO NC URB ` frf'fi° if TIPC f /. rrf'FIN FOOR EL. J t,. ri:s;• LOADING :f 2 ¢G5 f Ln ),. B• UILDI 4 B D - IN a G ,IE CED IN M -�I U PSTE AREA c, C' R RE .. .:.:.................. d- � - SI GLE F JJ SIDE N E f - C IN L G E FAMIL Y RE ID➢� S EN : , , > �`, :,. > ............ .. .• :• ..\� ".;.�.�;'� 10'-G"X - X REINFORCE o� G G° D I ING 3 BUILDING f>>. NM�;�•: a BED M 5 cu J ].BEDROOM ........ .....: TE SLAB �i ,-;,.'•.. :a:;.:#:,::-x : ;> a' N I RESIDENCE CO SINGLE FAMILY �. OVER RENTAL VER 55 RE SINGLE FAMILY RESIDENCE �24' S5 n V y.. a BEDROOM 00 f � ROOM a BED R O J w�; A Y fi \c' 1 , I t. ¢ O ER RENTAL ........... ................... > ,f', .. OVER RENTAL 55 f ,. 55 F � f_ z V f�♦ fiA /' •^ c•s • €. . f / .v .> f _. ..\t ,..� . . v I I ,.xz ��`:' :,. ;.... ....a.. x ,. `a_,..., ,.....:..t.'.w....w.._¢.,.. :+:..; ,_..� ... . .. ...... . ._.: A PHALT PAVING CIO •/ L w F Af d' f , Lv �>•' ;?.' �.�.�.<• .� '+ ``� - - - /' _ ►` Ilf' f `f>''`�,f/` rf'`'� > N !' Y. v�n' 2 ` x I >, F 'I IF :i ` f rf _y `f'r N i,a•t, O f' - I` 4 _ < :. `EL. 2 %r �➢27� N 1"t f ° ��• f I I. \ f RO OSED 9: .� N r,f: fi _ F�I N , ,/ F 00 �f' O cs f'• f� f IN F 00 \\\ — � CONCRETE I,r`+ ,3 .f° F:' � =•�, ,.•,.,.... /' / , �e'.'a'"':' `"• � �� \ \ r GI , fe``• ' > I 4' fi > . 28 . EL 2 .5 f ° x `t L DSCAPING TYPICAL SI NA DE L K r' \ t. (n €E a>A• 18 r` " -:re. S E DRA WING A3 , f . rf J r ...... 3 e, t 5 .. ...,. , ..,.,...,.e-� �. ........ ;fit. , ' , a d•. J f J f fi I 2' a ¢.I r t,- 'a r• t .f t:•r• r.. Y r �- ...... . _ ..1..,...., ..:. .¢.._�:, , .:...:....:..,. _. ASPHALT AVI _. ?w, < P NG :t EST HOLE I u� :.. :... AVING `�:�F�.'.~:�''.' `,x, ,�� „"1�.,:,; • �••"� ,,t 41 THESE PLANS ARE AN INSTRUMENT OF ...........:. ASPHALT PAW G ASPHALT PAVING ""'__ -•- :_" ",. ➢;\, „ GRADE EL. 28 SERVICE AND ARE THE PROPERTY OF THE \ .¢• ... PF, PERTY LINE ,•, ,.F•„•`> °F.. ¢... .,., INGEMENTS WILL 5 AM OL BE iv•i 5°45'10 'W � •��- •�� •' '•'r�" :`'°'tom*' `\ � ¢ DARK BROWN LOAM PROSECUTED EDGE OF PAVEMENT BROWN SILT ML r - 671.78 \\ 3 0 zozo ALL RIGHTS RESERVED ri W---- _ _ - _ _ _ _ W _ _ _„_ _ _ _ _ __ W - - _,_ . EDGE OF PANrFMENT (Wells Road) Welts Avenue- 22 ,20Robert I. Brown PALE BROWN FINE TO Architect, P.C. �•F MEDIUM SAND SP �;➢�S..��t.cr��.�.... GAS ° -rigs GAS •�.GAS.�GAS., .�GAS,�.,.�.�GAS w�GAS•�GAS GAS IwAs GAS m....., GAS.,..W ,GAS GAS ,..GAS�-GAS- -GAS GAS•.. ,.-GAS GAS:...,.>,w��GAS GAS,.» ...GAS GAS.,, ..•GAS GAS. ,•.GAS.��.,.,�;:�$.�` -GAS GAS GAS-, ,...GAS..� ,. S..>�..,�GAS.• -GAS.. ..GAS..��,GAS-. .•G;es-�-.GAS-.��...GAS.� t..GAS --.GAS_�„•- ao Bad Ave. Greenport NY I 5 `A 1 info@ribrownarchitect.com 631-477-9752 29.0' `-- SITE PLAN: G E N E RAL WATER IN PALE BROWN PARKING CALCULATIONS (BUILDING 1 ) FINE TO MEDIUM SAND SP IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING SCALE: 1 = 30 3 5.0' LICENSED ARCHITECT,TO ALER THE DTER ANY ITEM IRECTION FON 1 .5 SPACES EA. X 3 =5 SPACES zo (3) ONE-BEDROOM APARTMENTS: WATER ENCOUNTERED BASED ON SURVEY BY: 29' BELOW SURFACE THIS DRAWING IN ANY WAY. ANY AUTHORIZED RETAIL: I SPACE PER 200 GROSS SQUARE FEET: ALTERATION MUST BE NOTED,SEALED,AND J011N C. EHLERS LAND SURVEYOR 4,053.9 SF/ 200 = 25 SPACES DESCRIBED IN ACCORDANCE WITH THE LAW. G EAST MAIN STREET RIVERHEAD, NY 11901 '1i////// Not to scale DATED : 10-08-2019 �/ TOTAL: 30 SPACES REQUIRED SCTM No. 1000-G 1-4-1 30 SPACES PROVIDED r �D,4^�. PARCEL ZONED HAMLET BUSINESS HB I ELEVATIONS REFERENCE NAVD 55 DATUM AREA = 99,208 SF OR 2.28 ACRES I v DENSITY LOADING AND DESIGN SEWAGE FLOW RATES DRY RETAIL SPACE 4,983.9 S.F. @ 0.03 GPD/UNIT DENSITY AND HYDRAULIC LOADS = "1 150GPD TEST HOLE 2 °TA AFFORDABLE APARTMENTS (I BEDROOM) 3 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS 450 GPD GRADE EL. 22' INDICATES EXISTING CONTOUR LINE PRC (2 BEDROOM) 4 EACH @ 150 GPD/UNIT DENSITY AND HYDRAUI-IC LOADS = 0.5' DARK BROWN LOAM OL INDICATES PROPOSED CONTOUR LINE GOO GPD 30' BROWN SILT ML CLIENT OWNER TOTAL LOAD 1200 GPD 4 0, BROWN SILTY SAND SM THE PROPOSED DEVELOPMENT FOR THIS PROJECT SITE HAS A POPULATION DENSITY EQUIVALENT OF HARD CORNER 1200 GPD. PARTNERS LLC PALE BROWN FINE TO MEDIUM SAND SF 53530 MAIN ROAD DENSITY AND LOT SIZE LOT COVERAGE SOUTHOLD, NY 11971 17.0' NO WATER ENCOUNTERED BASED ON ZONING CODE 280 TOTAL BUILDING AREA : 13, 195 SF ATTACHMENT 2, THIS PROJECT REQUIRES 100,000 SF FOR THIS SITE. 13,195 i 99208 SF = 13.3% PROJECT TITLE (20,000 SF PER USE). HD LOT COVERAGE ALLOWED = 40% Not to scale PROPERTY SIZE IS 99,208 SQUARE FEET. MIXED USE THEREFORE, A VARIANCE IS REQUIRED FOR 752 SQUARE FEET (0.8%) LIST OF DRAWINGS Al SITE PLAN GENERAL DRAWING TITLE Az SITE PLAN UTILITIES A3 SITE PLAN LANDSCAPING SITE PLAN A4 SITE PLAN LIGHTING> A5 SITE PLAN LIGHTING a A6 BUILDING i FOUNDATION PLAN GENERAL A7 BUILDING i FIRST FLOOR PLAN A8 BUILDING i SECOND FLOOR PLAN DATE SCALE C Ag BUILDING i ROOF PLAN SEPT 8,aoao "-303 ry E` IV 1_ Aio BUILDING i ELEVATIONS - —� An BUILDING i ELEVATIONS DRAWING NO. J�tN 2 8 2021 Aiz BUILDINGS 2-5 FOUNDATION PLAN I _J A13 BUILDINGS 2-5 FIRST FLOOR PLAN Southold Town AM BUILDINGS 2-5 ROOF PLAN Planning Board A15 BUILDINGS 2-5 ELEVATIONS ISSUES/REVISIONS o � E L ° L o E , N o 1 IL L 1 1_ CID t0 s 3 Q GI o L o n z y Land Now or former) of: U w- M m Land Now or Formerly of: Land Now or Formerly of: ° 6' ° Esteves Holdln Corp. z Denis Salzman t Regina Salzman 9Lisa Schuler 75 W Andrea We155 i Story J Building 3 DRIVEWAY (Right of Way) Land Now or Formerly of: Esteves Holding Corp. driveway vet FISTING unu�m_sonry wall a- 'ne to be removed Ex15TING UTILITY S 15°5 5 5 0 E_ �QLE_ __ _ - _ �_ POLE NEW o PROPERTY LINE4.12 2, oLE G UTILITY , y^� IS IN 7 GANG MET!Pf- `UK - - - - - - - - v 4.1 ......... _ .... ,.... ON'H'FRAME 65KVA I PHASE .:.i:::::.........,..:....... ; .. SERVICE LINES TO LANDSCAPE BUFFER TRAN5FORMERON 4GANG METER , b I 20 :::; rr ++ CONCRETE PAID BANK,ON H RUN PANELS CO C FRAME roc n s• ro za r' SERVICE LMES TO RUN ..:t:,.. ... ^..,. .,,.G .......:nw, i ZO C PROPERTY IN EACH r o n 5' TO f 1 • oL z.' .;":'" SERVICE LINES TO UNDERGROUND SER E _2 .....:: METER BANKS{ ...:�, �, ,lg,,•'�,,,'`:"`�f/'{ � !'',! � :...... F.brlCFz';B.osxti;n,:"V�;.',v:.r: :..,ta.i B :2J c' NUNDERGROUND � PANELS RJ EACH RU ..:.::,. ,! ........... ...... �•� UNIT a T f O .......,.. ,V�1,`.: LOADING ..:::..... / I: <: A ............... ..:..:�� l ,i26 5' •,, /E ... ..::..................... a' ,, TO 279 it 2 5' ! E z6s Boc z]a i b z. �. ? 270 W , r �C.1 /1'.2"NI'2 . 17= 4CSF X 0. 209 ZONE 2 26rl _ I_ 'DIA X 3'6" 17= CF ZONE 4...... { { ,:...... ,I•:.,.�.. w "� `'i, f:•. .1565FX0. 306.5 ,f'', . ,I' f ^ ,,,,,•, ,a r .'^ ,,Fr., 9•` \: ,�' �i 3, 24 wgr zza DRYWELL= 147.8 X 2=295 6 CF ROVIDE(2)8'DIA X•'-G" 2.1 17 366.5 CF :.:.�.._.,�> ZONE 3 LL 190.I X 380.2 CF - ••• `z<AC'"""` : ?2;• RYWE PROVIDE(2)8'DIA X 4'6" ,� f/' _'!`"` �,1'' ::::::. ', 'i.7"::fa,"''.i•i:'i� a .yid 2, 56 SF x 0.17=366.5 r .,Lss<' DRYWELL= 190.1 X 2=380.2 CF } III N :F........:.........:::::..... / �f'� .... ., �<•. ..:.. ,RARE fL 22 z A, , .., c / '�•(`�'�"'n" PROVIDE 2 'DIA _ ...... .: ,.+' ,,, , . , , .....-.... ,.,:•. .,,^ ,�,,>. s�. °x.� DRY9✓ELL 7 90.I X 2- 80.2 CFc R E ,. ... ...., ,.., ... ZONES { 1,232 SF X O.17=209.4 Cr �` / '."J:. �f �' f �� + f {' � PROVIDE 2 8'DtA X 3'-6" 22 / V f £ J // Z +' �f >f, J/ F{[ F t F �` r GRA f EL 22 f / ff -Ts-�--�-�� F�` RYWELL= 147. X 2-295.6 o - GwoE IL zz D 8/,! i `eJ` f ,!Z /'C,Y n. +r , �+ L`i w •......t GRADC 26 4 ., GRADE 26 4 ...... .., '"• ....,n.., .3.. ., n.". ,, t�r-i.. {i .............. ... C '�� F�pOR CLJ , f� ,� ti II .............................. , ... ..w , -...,... , :".r.. ... .n a.!' �,,' • �F. x I NATU L ! :,`f { 24 5' .•`F i • ,�'` {r ,>' � / ,"/``�` � /E 1 I• //' .of ZONE B F / / W F P ! fT _.,aa- V ATIO N ,a• EG T l ,�' 1 Lr'�c ,✓'` �t ! •GREASE Y' t2 0 {' f, 1 `r` �t � f� i t sL 5 1 rw'3 "LX 20 0 ze 5'z s' 0 f 4>, ZONE ��r `P A RICA D REF B i 1 3 r" i E /' c�•t� O NCR E , , : ... .NOT CO , , / GRADE EL 22 a F` ! !E t ....._ ,f� ,+'' ,ze s ... .... .,.. ,..,: e.... ,'s , _ .< t�', .a `.,.,. 7"-�•.,,. �+ I f f'�'�� /' /,{ �`E.t:.t.: :E/ /,'' � \ .l :\,t• �,f, 'f. ✓ `f .,+ '..J.:.. Lg ai'�`L'za' , � ,,.tf ....... > /' �:::..:. � .� .,.< :,.:1... ..,... ;., :.,xc..,. z.n: .s - a: axnDea zza �:<;• ',/ 1200 GAL .• ....... ,.....: L,....a c. ." ,.,...,. ,e. ,,., < ::.'. 3 J` ...... .. x �.. . 4"DIA PVC DRAIN PIPE MIN PITCH tft � SEPTIC TAN E' PER FOOT MIN. I O'FROM STRUCTURE r` •i J e F Ct / ...... .^. ...v. .r .,, ,. ... ,..., ,..e .. ... .,. -s" M UAL 7 LEA` ` PUGO SYSTEM OR EO 50 , ..... ... .: hole .. . ,... a , 1� .. ^... .. ., ,.,. ... ,. .".. ... r .c. A HAMBER 4'X ....... ..... ♦..., A " _„ IS 5. .L. , .a�n .. GAL 8'X 5'D V`, Z r r , f :::..... ... .. , .w <. 3r IA x 17 'hole c ,.. .. S , .. Y; .... ....... , n.„ F A ING P .••LE CH ,. , >r f DENTIAL J I AL i ES ZONE F 2' x V a s Cl IC AL MIN WITH DOME ND :...:..,o� > ....... .,.. :.,. :,.... MIN.PITCH 'PER FOOT }8' ......., , .,," n i! ,. >,.v.,a,... C c ,. .. {., T r. n.,. ,,, .,, a:•1'' '"£'tl ^ .^2:> GS A.... ., ..... .: ..„ .....+}3$ `N FROM CHAMBER COVER , ........ ,.x•r-' .. ,:.,.....`• DIA' .. ........ \ , ..>. .......»,„ .. c.... ..,,.x. .,,'•e a ,..., 3/4" ATER EJ�,`✓iCc �. .. :i„ GF C 264', F / ..6 ..,v.._,;. .te...... „+.,• .:,;i.., '\r"' < ,tea"`.,•...: I -- '" G^ TYPICAL �.` ....... ..,, ...,. .. xi. '.;,Y,,i:`.• :"' 3/ D .''S§RtflCi:. ....... .,,.._ : r`yq':`,:,_a,,E,,.., ••`., . zs a .DRIVEWAY 2 DRAINAGE. ✓; `a " ......... .... ....�.� 1 _:.:", t "•. / ,.:.d•d: STRUCT RES •e;+ '.e.'a•':1 DRIVEWAY I DRAIN TYPICAL FORIAL' .....:: ........ Boc_. �e`:^,J,. `>.:.:,.:.,.. ...,.... , a; ^� S L C TE ........ _ ;; « ..,. „:�r.,>L-,%, 985.E SF X 0.17= 67.6 CF - 8'DIA PRECAST CONCRETE ......^ <,. Boc za s• ^ 'i"'":.......,.. ....,..,... ...... •,..::::e'\;' .. ,, 3::: 1065 SF X 0.17 181 Cr •. \`'�: •, STRUCTURES :. c". b4 ...... ............. ....o. .. ..c.: .:. ....,•...• ,,,y.,...c`. PROVIDE(I)8'DIA X 4r_6r,D !i LEACHING POOL,3 SECTIONS , .. ........ ................ .................... ........_. ,..................... ....... : .< > ...,.. ...... : s'.:c.r+ PROVIDE(I) IA X 4r_6rr D ...^«` ... ........................................ ..............._ .................^:.. ... ................ V a.,. F ... .,^ ,w DRYWELL(150.i Cr) ^�'a:^: DEEP n4r_O,r WITH DOME AND ...._.... e �. ii:;,... ... .... ^,t• fix' WELLL CF `�,...�\ . `.; DRIVEWAY DRAT AGE :� DRIVEWAY 4 DRAINAGE: COVER PER 5CDH5 '•""-- ., .-»,r .,. •,r. „,..•.. / _l „tz• I 1 24 5F X3.17=N190 C .':= FPOVI I (X '1I = 173.4 b ::::........ :;:.:..... ... .......... ...:...... >n,r r ...... ... .... ........... :.::..... .,.,..p..,.... :�.., t ( SPECIFICATIONS ........... ............. ................._.� ,,, ,. •�4...<`.> .<... ..;a` zss `,iia^.•c€^� E"a �'i.�Y:.:`�,v:q .'� PROVIDEfO8'DIAX 4' 'D ... .....8 ... , ...". \ PROM •4"Y z.aC� 211 LL )8 CIA � DPYWELL '•..•.:w. t � \\ DRWJELL(I 90.I ICE)4 ;- (I 90.I CF) fit , f f "D PROPERTY LINE \ � � � � 3/4"DIA WATER SERVI ELIDE � TYPICAL FOR REBID TIAI. �`� STRUCTURES 671 .78 E 3/4'DIA WATER If V E LINE (A - TYPICAL FOR RESIDE IAL /_. �•-- STRUCTURES \ EDGE OF PAVEMENTf / EDGE OF PAVEMENT � EDGE OF PAVEMENT � EDGE OF PAVEMENT! EDGE OF PAVEMENT E W W W W .......,•• ......_ ...__- ,..•.... -...... ...... _ _ W",.,., _ ,... 3 __ _. ___ _ _.__ __ __�\ I .__wI .... .._ .. W _ _ _W � - Wells R ,dCl p.,�/�I DIA BLACK STEEL GAS N DIA BLACK STEEL GAS THESE PLANS ARE AN INSTRUMENT OF Wells Avenue '•/ 5ERVICE LINE TYPICAL FOR r� / SERVICE LINE TYPICAL FOR n > RZ51DENCIAL BUILDINGS L RE51DENCIAL BUILDINGS SERVICE AND ARE THE PROPERTY OF THE li X ARCHITECT. INFRINGEMENTS WILL X 20x-______-_ fl I'DIA BLACK LF X' /�r'DIA BLACK STEEL GAS SERVICE LINE TYPICAL FOR Gy BE PROSECUTED X SERVICE LINE TYPICAL FOR b RESIDENCIAL BUILDINGS RESIDENCIAL BUILDINGS 07 p, IING UNDERGROUNDN " 2020 ALL RIGHTS RESERVED b N GAS GAS GAS GAS GAS GAS GAS GAS GAS Ci:4S GAS `' GAS ••••• GAS ` GAS GAS GAS `• GAS m GAS GAS GAS GAS GAS H GAS �`�GAS GAS GAS GAS GAS MS G �" C:RS GAS GAS f AS� GAS G S�[;�S GAS GAS ('AS GAS G GAS GAS^��^GAS ce c. BASED ON SURVEY BY: DRAINAGE CALCULATIONS Robert I. Brown 1 SITE PLAN: U T I L I T I E S JOHN C. EHLER5 LAND SURVEYOR FOR COMMERCIAL BUILDING AND PARKING LOT „ _ G EAST MAIN STREET RIVERHEAD, NY 11001 'y/� ZONE Architect, P.C. 0 SCALE: i o /�� FROV13G2 DE ROOF X 0,1 G"DRY .7 CF 20� Bay Ave. Green port NY 3 DRAINAGE /� PROVIDE(2)8'DIA X 3'-6"DRY WELLS(295.6 CF) y p DATED : 10-08-201 0 ,/ ZONE B { Y i 0�=0 89G 8 5F ROOF X 0.17 1 52.5 CF inro@ribrownarchitect.com SANITARY SCTM No. 1000-G I -4-1 PROVIDE(I)8 DIA X 4 DRY WELL(168 9 CF) ` 1_ ZONE C: 3 477-975 1 PARCEL ZONED HAMLET BUSINESS HB (576.75F ROOF+2,105.35P PARKING)X 0.17=457.0 CF ELEVATIONS REFERENCE NAVD '88 DATUM PROVIDE(2)8'DIAX 3'-6"+(1)8'DIA X 4'DRY WELLS-4G4.3 Cr ZONE(554.2 5F ROOF+ 1,586 4 5F FAFK NG)X 0.17=4 14.9 CF k AREA = 00,208 S F O R 2.28 ACRES PROVIDE(3)8'DIA X 4'DRY WELLS=506.7 CF IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ZONE E: (320.G sF ROOF+ 1,470.7 5F PARKING)x 0.17=30G.I Cr UNLESS ACTING UNDER THE DIRECTION OF A I PROVIDE(2)8'DIA X 3'-6"+(1)8'DIA X 4'DRY WELLS=464.3 CF ZONE F: LICENSED ARCHITECT,TO ALTER ANY ITEM ON (1,450.5 5F ROOF+ 1,788.E 5F PARKING)X 0.17=555.7 CF THIS DRAWING IN ANYWAY. ANY AUTHORIZED PROVIDE(3)8'DIA X 3'-6"+(1)8'DIA X 4'DRY WELTS=61 2.3 CF ALTERATION MUST BE NOTED,SEALED,AND ZONE G DESCRIBED IN ACCORDANCE WITH THE LAW. 1,637.6 SF PAVING X 0.17=31 2.4CF PROVIDE(2)8'DIA X 4'-0"DRYWELL5-337.8 CF ZONE H: 1,592 6 SF PAVING X 0.17=270.7 CF PP,OVIDE(2)8'DIA X 3'-G"DRYWELL5=295 6 CF ZONE I: 1,330.3 5F PAVING X 0.17-226.2 CF G�`�a'Qa�'•L'� 7!;t PROVIDE(2)B'DIA X 3'-6"DRYWELLS=295.6 CF ZONE J: 1285.7 SF PAVING X 0.17=219.2 CF PROVIDE(2)8'DIA X 3'-0 DKTWEU.5=295.6 CF CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE SITE PLAN UTILITIES DRAINAGE SANITARY DATE SCALE SEPT 8,2020 1"=3a' -4 T k: DRAWING NO. r JAN 2 8 2021 LSoutriold )'own Planning Board o ISSUES/REVISIONS E � m L L O O t O c � Q O Z O L O N U Land Now or Formerly of: Land Now or Formerly of: z J O J Denis Salzman $ Regina Salzman Lisa Schiller `6 ~i Story Andrea Weiss Building Land Now or Formerly of: E5t5ve5 Holding Corp. DRIVEWAY (Right of Way) Land Now or Formerly of: E e 5tevs Holding Corp. dI-IVeWa —,__--masonry wall along line to be removed — S15°55 — -E — k o ° PROPERTY LINE 6 4.12' k ° ° ° o o ° @ ° @@00 ° ° ° ... o ° @ I LAWN O 0 O O LOADING @0 AWN rid 6' DUn, ER O _ e 15'L[GHT \. ARE �. 00 O° @ ° ° °° O \ 0 O @ LQ - POLE O -- O O O o Q rn v cto � co V I 7 9 24 O ° � O V ^ 1 23 N F� 2Ln 5 ° ° — Q 6 10 L— RAM F v _ ...:, 15'LIGHT zz r———— 10L I > POLE a 6 I a •.. —� I ei 7 nr� oo= • v ° I I L— -- I zas I t y O 1 5 P 12 ""� \\ ° ®ATII L O O I za Sooz ei i i zo Sooz ° N v W 1 \._ VEG TATION I I I O 15 1 1 --PAVED WALK zD I _ O PAVED WALK I 4 27 L --- I i I I �— --J ne;o'ei zn s o �� \ 3 9 ® O © J — O I� LAWN 1 L J — — --J — — — /� 14 i5'LIGHT e L J © L J O • LAWN 3 POLE 15 29 o Z 1 7 @ o 2 16 '9 30 @ i n OD ° o., " 0 QO @ O @ 0 O N 15 45 10 PfW � , PROPERTY LINE 6 71.78' e ge o �Dave�menf Wells (Wells Road) Avenue 20 EXISTING TREE LEGEND SITE PLAN: LANDSCAPING BASE DOEHLER5YBY: " r • JONN C. FREERS LAND SURVEYOR ALL EXISTING TREES NOTED AND LOCATED ARE SCALE: i = 30 G EAST MAIN STREET RIVERHEAD, NY 11001 'i//Z 6 CALIPER OR LARGER. THESE PLANS ARE AN INSTRUMENT OF L I G H T I N G //// O SERVICE AND ARE THE PROPERTY L THE o OAK TREE IN VARIETY ARCHITECT.INFRINGEMENTS WILL 0�0' DATED : 10-08-2019 BE PROSECUTED SCTM No. 1000-G 1 -4-1 IO LOCUST TREE IN VARIETY aoao ALL RIGHTS RESERVED PARCEL ZONED HAMLET BUSINESS HB @ CEDAR TREE IN VARIETY ELEVATIONS REFERENCE NAVD '88 DATUM AREA = 99,208 SF OR 2.26 ACRES © WALNUT TREE IN VARIETY @ MAPLE TREE IN VARIETY Robert I. Brown Architect, P.C. zo5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 1 story IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING ER THE IRECTION building - LICENSED ARCHTECT,TOALDT RANYIT MFON THIS DRAWING IN ANYWAY. ANYAUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 0 O O @ 0 @ @ O O 0 0 0 r �✓ gip:;d. � ; @ O O O © ® @ ° 1 3 © @ @ @� °° Q @ @ @ @ Q '�.�. @ Un ° ° @ @ N � � � � � � � � � � CLIENT/OWNER @ HARD CORNER ° ® @ ° @ PARTNERS LLC C� m 53530 MAIN ROAD en concrete walk V ° @ @ SOUTHOLD, NY 11971 CL Q test R O Q hole •® @ @ •r--� � � (1) � O � ® O � � @ PROJECT TITLE @ V @ @ © © @ ° MIXED USE � 0 @ @ o DRAWING TITLE SITE PLAN LANDSCAPING Wells (Wells Road) Avenue LIGHTING DATE SCALE SITE PLAN: TREES LARGER THAN BASED ON SURVEY 6Y: �i SEPT 8,aG i`=3c; JOHN C. EHLER5 LAND SURVEYOR [� �,� �; ----, DRAWING NO. SCALE: lrr = 30r 11 G EAST MAIN STREET RIVERHEAD, NY 1 1901 ''//Zzv e` E L 0_0 6 CALIPER AND OBSERVATIONS BY CREATIVE ///// AN 2 C c,21 ENVIRONMENTAL DESIGN i -J X INDICATES TREES TO BE REMOVED Sout o d Towrl A `"anning Board 1 1 Story MaX/Min Ratio = 27.75 ISSUES/REVISIONS - Buildin MIXED USE - � AL UNITS OV N DRIVEWAY (Right of Way)R Land Now or Formerlyof. Esteves Holding Corp. -- _ - 05� S15 % % 17655150 " ELE APAF:T o � 0. 0.2 0.2 .2 0 0 0 0.0 0.0 0.0 0.0 86FLOOR - Aft A EbuVFtt�q 15'- - - 0.1 0.2 0.3 10�- 0. O -�. .1 0.1 4' NGQ19U 0 N P FIN FLOOR E OAL)ING 26.5' 0.2 0.3 0.6 '� .0 1 .4 1 .5 �,0.6' 1 .2 1�5 1 . `4 �Q)7 0.4 0.211 0.1 0.0 0.0 _ -8 ® •:` C 0.2 0 1 .0 1 .8 3. 1 -4.3 _7 3.6 2. 1 .� B DING 2 c� 16�'9 6 - C U 1 .C�UI�F�ST�� AREA - SINGLE FAP 0.3 0 .4 2.5 4.6 1 1+� 10. 6.7 .2 .6 0 .3 .1 F RCE 2 �� 3 CON O RETE SLAB m Cn m 0'-8" 61 '-5v' .0 0 OFF 7 1;, 8 4.9 / 7.0 6.0, 3.5 .8 .9 4 0.2 0. 1 0.0 0.0 z - 2 c EP , o �• c�- m I Z .0 0 .9 , .�5.0 .1 6.5 5.�� 3. .9 .9 0 4 0.2 0. 1 0.0 . ; I 2 __F�F L m Z �_O�� r0 m '` ;\0 .0 1 .6 8 . 1 10 11 .1 6.8 .4 1 .8 .8AStPH9k?-T0.0 - --- - - ---- - - -- - 2 0.3 0 6 1. 2.3 3.8 5. 21 4.9 4,3 2. 1 .6 $w 0 3 0 . 1 6" 0�( 68'- ' � . . � 371_311 IN =LO ,_0„ 0.3 0 1 .3 2.0 3.1 1 1 3. 2. 4 .5 �� .7 0.3 0. 0.1 0.0 0.0 E L. 24.5' PROPOSED PLANS N CONCRETE \ THESE ';� SERVICE AND ARE THE PROPER OFOTHE 0'3 Co0�� 1 '2 2.1 3 3.5 '8 1 ' e'T.5 4.0 2. 21 .4 '7 L ��A F4I G P I�� ARCHITECT.INFRINGEMENTS WILL O I BE PROSECUTED SIDEWALK 49 1 49 2020 ALL RIGHTS RESERVED 4411 E AW I G A3 0.2 0 1 .2 2. 4.3 9.6 10.1 6.0 2. 21 .4�1 .6 0.3 0. 1 0. 1 .0 0.0 371_5„ 1 = 0.2 0' 1 0 1 .8 3 15. ! 3 2.2 31 .1 .5 0.2 0.1 .0 0.0 0.0 Robert I. Brown cin Architect, P.C. ASPHALT PAVING 20 Bay Ave. Greenport NY 1n o@ribrownarch tect.com �0 0. 1 0. -0��1 �' �01- :8 0 2 .1 0.0 0.0 O.O 631-477-9752 @91 all 6' IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 0.2 0' • � . 0.6 0.7 /6 0.4 0. / PERT -OLI 0.0 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED --- --- ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. % 1764 1 DO If0.2 T2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 ,1 0.1 0. 1 0. 1 0.0 0. 0.0 0.0 0.0 �� -- EDG-E-C (Wells Road ) CLIENT/OWN R HARD CORNER 20 PARTNERS LLC R._E -•.Ix_'.I�--." 53530 MAIN ROAD r I SOUTHOLD, NY 11C971 JAN 2 r 2021 L- Soutt o d Town - --- PROJECT TITLE PlanningBoard -------- - ------------ MIXED USE Scale: 1 inch- 30 Ft. DRAWING TITLE ...-. - Scale: as noted PROJECT # : 158805 SITE PLAN a ,s Prepared For: Job Name: The Lighting Analysis, ezLayout, Energy Analysis and/or Visual Simula- LIGHTING STUDY � --�-- Damin Sales Mixed Use prediction of lighting system performance based upon design paramete Date:9/3/2020 CASE # : 488914 provided by others have not been field verified by RAB and therefore a( 28 Brunswick Avenue Lighting Layout that parameters design and other information be field verified to reduce _ 9 p ed ce DATE SCALE 1°= Edison, NJ 08817-0377 Version A SEPT 8,2020 30, Filename: Mixed Use Lighting Layout 00488914A.AG1 DRAWING NO. RAB neither warranties, either implied or stated with regard to actual MI 170 Lwdlovv > vLnnu;12,, i 1ortlivale, NJ r,,)7r,,-)47 by the Lighting Design. RAB neither warranties, either implied or stated a •� Drawn B S Elliott intent as compliant with any applicable regulatory code requirements w - 888 �� 1 �� 1�� I��tt �� Y• The Lighting design is issued in whole or in part, as adviso ry documen Filename: Z:\Job Files\Damin Sales\Damin Sales 105354\Mixed-use\Working Files\AGI\Mixed Use Lighting Layout 00488914A.AG1 project's construction documentation package. ISSUES/ REVISIONS Expandeld Luminaire Location Summary LumNo Tag X y MTG HT brient Tilt .......... -- - - ............ 1 A2 363.732 325.044 15 0 0 1 A2 360. 132 3250044 15 180 0 \ 2 A2 363.719 283.409 15 0 0 2 A2 3600119 283.409 15 180 0 3 A2 364.088 353.048 15 0 0 3 A2 360.488 353.048 15 180 0 ------------ Total Quantity: 6 N ....:..\ NOTES: * The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturers' specifications. * Illumination values shown (in footcandles) are the predicted results for planes of calculation either horizontal, vertical or- inclined as designated in the calculation summary. Meter orientation is normal to the plane of calculation. * The calculated results of Ifhis lighting simulation represent an anticipated prediction of system performance. ,Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of RAB Lighting Inc. * Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED * It is the Owner's responsibility to confirm the suitability of the existing or proposed poles and bases 2020 ALL RIGHTS RESERVED to support the proposed fixtures, based on the weight and EPA of the proposed fixtures and the owner's site soil conditions and wind zone. It is recommended that a professional engineer licensed to practice in the state the site is located be engaged to assist in this determination. Robert I Brown * The landscape material shown hereon is conceptual, and is not intended to be an accurate Architect, P.C. representation of any partic,.ular plant, shrub, bush, or tree, as these materials are living objects, ```�\\••�� 2® a Ave. Green orb NY in?o@ribrownarchitect.com and subject to constant change. The conceptual objects shown are for illustrative purposes only. 3 9 5 The actual illumination valuies measured in the field will vary. `�� r \ �^ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ��' * Photometric model elements such as buildings, rooms, plants, furnishings or any architectural � �' UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON details which impact the di,> ersion of light must be detailed b the customer documents for inclusion \�� \ � ` THIS DRAWING IN ANY WAY. ANY AUTHORIZED p p g Y \ \\ ALTERATION MUST BE NOTED,SEALED,AND in the RAB lighting design rnodel. RAB is not responsible for any inaccuracies caused by incomplete DESCRIBED IN ACCORDANCE WITH THE LAW. information on the art of the customer, and reserves the right to use best judgement when translatin p g g customer requests into photometric studies. . '' RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual 5 property laws. Patents issued or pending apply. •�tiv CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE vo D - ---- ------ a - DRAWING TITLE w fl- PROJECT # : 158805 SITE PLAN ! . Scale. as noted The Lighting Analysis, ezLa out Energy Analysis and/or Visual Simulation ("Lighting Desi n provided b the RAB Lighting Inc. "RAB" represent an anticipated Prepared For. Job Name: i g 9 Y Y gY Y g g g ) p Y g g ("RAB") p p - - -- --- - - ---_ - _ - -_ - ---------� � LIGHTING STUDY z, Oa redaction of li htin system performance based upon design parameters �, p lighting Y p p g pa a eters and information supplied by others. These design parameters and information Damin Sales Mixed Use g CASE # : 488914 prcvided b others have not been field verified b RAB and therefore actual measured r esults may vary from the actual field�\�� Date:9/3/2020 Y Y y y e d conditions. RAB recommends \\\ �: 28 Brunswick Avenue Lighting Layout � � that e_- _ -- -_ t design parameters and other information be field verified to reduce variation. � ------— - -- - -- - - _ DATE SCALE Edison, NJ 08817-0377 Version A \.......... SEPT 8,2020 N/A,, Filename: Mixed Use Lighting La 00488914A.AG1 g g Layout RAB neither warranties, either implied or stated with regard to actual measured light levels or energy consumption levels as compared to those illustrated DRAWING NO. >, C� :::: :� is a �:: ,> N, s A� �. by the Lighting Design. RAB neither warranties, ether im lied or stated nor re resents the appropriateness, com lateness or suitabilit of the Li h in D n , �... �. .: p pp Y g t g esg intent as compliant with an applicable regulatory code requirements with h Epp $\\ 4.1\ 0: Drawn B . S Elliott P Y pp g Y q the exception of those specifically stated on drawings created and submitted by RAB. `� \, , i t' N p3 a The Lighting design is issued, in whole or in part, as advisory documents for informational purposes and is not intended for construction nor as being part of a prcject's construction documentation package. Filename: Z:\Job Files\Damin Sales\Damin Sales 105354\Mlxed-use\Workin9 Files\AGI\Mixed Use Lighting Layout 00488914A.AG1 � i ISSUES/REVISIONS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED zoao ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. zo Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY, ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE FOUNDATION 10 PLAN MIXED USE DRAWING TITLE BUILDING FOUNDATION PLAN DATE SCALE SEPT 8,2020 3/16'-,'-o" RECEIVED DRAWING NO. r 2 �2021 ruCC le!j -1 C.vvn Planning Board Ab ISSUES/REVISIONS C'4 IM a�\ lk,; s k !M1 F 15' F� '\ 27-0' NN' o ` .\ 47'_10" a\``. 27'_0" �\ \ .C 13 7.3 GROSS 5f b N N THESE PLANS ARE AN INSTRUMENT OF - - - - _ SERVICE AND ARE THE PROPERTY OF THE Lj \\ ARCHITECT. INFRINGEMENTS WILL — I 29G.2 net 5f BE PROSECUTED - - - - N� a 202o ALL RIGHTS RESERVED ILL I \ \\ hm UNIT i UNIT z a s.\ Robert I Bro wn Al Architect P.C. 1 ,803.3 GROSS S.F. rN 1 ,503.3 GROSS S.F. 205 BayAve. Green ort NY " P in o ribrownarchit hl, 1 ,744.2 NET S.F. / 1 ,744.2 NET S.F. `� @ eCt.COffi 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNDERUNLESS ACTING DIRECTION LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED e'\ ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. \\ I\ CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD FIRST FLOOR PLAN SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDING FIRST FLOOR PLAN DATE SCALE RECEIVED! SEPT 8,2020 --T 3/16"=z'-o" — DRAWING NO. JAN 2 C 2021 Southol Town Planning Board PRELIMINARY ISSUES/REVISIONS 0 v L q APARTMENT a �\ APARTMENT 3 11 PARTMENT 6 21 411 „c,, �� -�, o`er �•., �`� ...� o\ \ c�.... �r `� o.. - I \ �\ �\� �\.• \. a,m•\ �... \ �\ 12' 0 I/2" in Cn \ p 5'-0" ` - BEDROOM - Rk i \ DOWN I Ln \ \ \ C i t' 3 .\ ` m N 953 cj 5f `\ \\ c \ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL e ` BE PROSECUTED KITCHEN DOWN N �\ 19 N o e m _ " zozo ALL RIGHTS RESERVED Li C9 m Robert I. Brown t s: Architect, P.C. LIVING 2G-1 I 1/ " 20 Bay Ave. Greenport NY ROOM \ in�o@ribrownarchitect.com 631-477-9752 �..\ O\\...\� ,;...\\ ...... \ IT IS A� •"" VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A 2 '-1 I 112" \_ LICENSED ARCHITECT,TO ALTER ANY ITEM ON s THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 938 f L! �{G u 938 g5f o CLIENT/OWNER �i- HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE SECOND FLOOR PLAN DRAWING TITLE 0 5 10 BUILDING i SECOND FLOOR PLAN _ DATE SCALE -� SEPT 8,2020 3/16" i'-o" R - �� DRAWING NO. JAN 40, 8 2021 i Saut o Town .nning Board PRELIMINARY ISSUES/REVISIONS � I I � I I I I I I i ! I I I I I I I � I I I I E ! I I I I I I ! I I I I I ! I I I I ! I I I I I I I I I I I I I ! I I I I I I I ! I I ! ! I ! ! I I ! I ! I I I I I ! I I I I ! I I ! THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL I ( I ! BE PROSECUTED I I aoao ALL RIGHTS RESERVED I I I I I ! I I I I I I I I I I Robert I. Brown Architect, P.C. in Bay Ave. Greenport NY I info@ribrownarchitect.com 631-477-9752 I I i I I � I I j IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I I I UNLESS ACTING UNDER THE DIRECTION OF A ! ? LICENSED ARCHITECT,TO ALTER ANY ITEM ON I I 11 THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 1 1-� I I I I d I CLIENT/OWNER I I I HARD CORNER I I PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE ROOF PLAN DRAWING TITLE 0 5 10 BUILDING i FIRST FLOOR PLAN DATE SCALE REC-Ej\/ED SEPT 8,zozo 3h6 -a' o" DRAWING NO. AAN u 8 2021 Southold -sown Planning Board t PRELIMINARY ISSUES/R. % O\ ,!' ~N,\ METAL STANDING SEAM ,,� ------ ROOF (GRAY) \ � \ F G I"x G" VERTICAL BOARD -- SIDING METAL STANDING SEAM ---_ ROOF (GRAY) L2LI I. --------- _—_ I I IL i II ........ .. ....... . ..... NORTH ELEVATION 0 5 10 THESE PLANS, SERVICE AND, ARCHITECT.IP BE PROSECUT] 202o ALL RI Rober Architec ?20 Bay Avf ino@ribroi 631-477-975 �/ IT IS A VIOLATION OF \\ UNLESS ACTING UNDI \ � LICENSED ARCHITECT THIS DRAWING IN AN' ///. \\ // ALTERATION MUST BE METAL STANDING SEAM DESCRIBED INACCORi ROOF (GRAY) . . \ ,� -- J ; _--- ------------ -------- ------- ------- ----------- ', ------ \\ / \ rEHIf I" x 6" VERTICAL BOARD SIDING _ =—=-----=--��------------------------ Ll Ll ---= ----------------------------�---- - ----- '_,�_,—�� I ... �---- ----_ ------ ----=— --•----- --------=-- --- ------�—_.--_— -— CLIEN /OWNI I J METAL STANDING SEAM ROO ,_, --- �--��--------- ( RAY)-- F G HARD C 1 ARTNE -.-`-- 53530 MAIN SOUTHOLE PROJECT TITLE I I I I i Ll I MIXED t I I I DRAWING TITLI SOUTH ELEVATION BUILDI 0 5 10 NORTH EL SOUTH EL' DATE R ERECETVEDSEPT 8,aoao DRAWING NO. J JAN 2 u" 2021 S 1 Li I utraiju ;,-,v,:r, Planning eaard PRELIMINARY ISSUES/REVISIONS I " x G" VERTICAL BOARD \\ SIDING \NEH E Ed ...... ..... .......... .................... )RIZONTAL BOARD . ...... I _ .... .. ..... .... I ... . ... _... ... ... I I .......... .. ........ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED EASTELEVATION zazo ALL RIGHTS RESERVED 0 5 10 Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY s info@rlbrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND I " x G" VERTICAL BOARD DESCRIBED IN ACCORDANCE WITH THE LAW. SIDING ... ........ ........ ........ ....... .. .......... ..._.. ..... . . ........ ...... ...... . . ......................... ................ ........... ... . . . . 1 .. ..... ... ...... I . .... .. ... ....... .. CLIENT/OWNER ... .. H. ......... .......................... ....... ..... .......... ............................. .... . .. . HARD CORNER .......... ....... .. . ............. ....... . ... : PARTNERS LLC ........... 53530 MAIN ROAD :::. ..... _ SOUTHOLD, NY 11971 " x G" HORIZONTAL BOARD I I I . . .. SIDING I I I I . . _ ... . . _. I I PROJECT TITLE :. .....::: :.. I I ........ MIXED USE .. . .... ... ._ __....... . ..... .................. ................. ........ ......................................... I I ........ ..... I I I _. I I ... I I.................... DRAWING TITLE .......... I I . ..... .. I _ . :.. ........._.. BUILDING 1 EAST ELEVATION WEST ELEVATION DATE RECEIVED SEPT 8,2020 3LE 16 ._o. W E S T ELEVATION r�— - � DRAWING NO. o s 10 � JAN � � 2G21 j -- —I Southold- -1 a wn-- Planning Board PRELIMINARY ISSUES/REVISIONS z w w - Q THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE z ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED zozo ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. zo55 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. v jam\' ,y '✓`,/`"-` ,,�� FOUNDATIONP L A N CLIENT OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 FOUNDATION PLAN DATE SCALE C �! T/4"SEPT 8 2020 DRAWING NO. �JAN__ 2 8 2021 Southold l ovvi-1 Planning Board I=1 2=4 - PRELIMINARY ISSUES/REVISIONS 1 2'-4" UEST B DROO O N Q 1 2'-0" -6" 1 18„ I GUEST BEDROOM I Ic� z - w �q w fn m Q — N O co KITCIIE � z THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE O ARCHITECT.INFRINGEMENTS WILL MASTER BEDROOM BE PROSECUTED aozo ALL RIGHTS RESERVED m N Robert I. Brown 3, Architect, P.C. 20 Bay Ave. Greenport NY in?o@ribrownarchitect.com 7-1" 631-477-9752 GARAGE 1 i -81 GREAT ROOM I O , I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LAUNDR 21'-5" I LICENSED ARCHITECT,TO ALTER ANY ITEM ON UTILITY J THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. FIRST FLOOR PLAN CLIENT/OWNER HARD CORNER PARTNERS LLC 1 ,502.05f net 53530 MAIN ROAD SOUTHOLD, NY 11971 1 ,597.7 sf gross PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 FIRST FLOOR PLAN DATE SCALE RECETSEPT 8,zozo 1/4"-i-o" ^^I �D U )) DRAWING NO. Lv21 SOU$r1 O 16 1 66 11 I Planning Board PRELIMINARY ISSUES/REVISIONS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED aozo ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. Zo55 Bay,Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A I� LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. i I t 4,`t` f � ROOFPLAN CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE DRAWING TITLE BUILDINGS 2-5 ROOF PLAN R E V DATE SCALE -- - SEPT 8, 2020 I/4` I'-0" JAtl 2 B 2021 DRAWING NO. 4 '0' �---- - Soulhold -own Planning Board PRELIMINARY ISSUES REVISIONS L ull, J Ll ........L IL 11 j 1 .1 L . ...... �115ERGLA55 5HINGLE fIbERGLA55 5HIN Ej L ;100f LI I li, J U-1 I I I plooff L L LI LLI it 1 J .1 LI I LL J u L L L tu I ........... LIL I1_1L Ill �1, 1 L-1.1 i rjIj L-11 kY...... IT H i ----------I I LJ ............. IN, I u , j L-h-, 1111 J[ 1111WIL"J ji, L It U Uj �11 1'JiL ------------------ El E-1 E-1 .5TAINED CEDAF .5TAINED CEDAR . ............ 5HINGLE5 5HINGLE5 .... ...... .......... El E E_ E 7-- WEST ELEVATION NORTH ELEVATION 0 5 10 0 5 10 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 202o ALL RIGHTS RESERVED Robert 1. Brown Architect, P.C. 2o Bay Ave. Greenport NY in?O@rlbrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED L ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. :RGLA55 5HINGLE t 111`15ERGLA555HINGLE 1WuF uf I-L _tj . . ......... _LL I L J �j IiN 1-1 47 Lli will fl-1AY- W1,11 [i.....I I Uji, Uli_ l -�t_ I �_MH !I y Ij I "�L i I I [ 1 _JL I I LUL-1 j N� L L LL Ll J-1 j, LJ111fiL 1_3 L I L AL F 7, .............. CLIENT OWNER 11-11 IM IL L .. ... ......... ... ....... . ...... HARD CORNER - ------------ .......... --------------------------------- PARTNERS LLC 53530 MAIN ROAD . .. ............ . ... ....... PROJECT TITLE 5TAINED CEDAR - SOUTHOLD, NY 11971 L ......... .... 5TAINED CEDAR - 5MINGLE5 5 . ....... 5HINGLE MIXED USE .................. "m mmm-mmmmmm 0\,\, ra DRAWING TITLE E A S T ELEVATION S 0 U T H ELEVATION BUILDINGS2-5 ELEVATIONS 0 5 10 0 5 10 DATE T S��LE RECEJ__VED SEPT 8,2020 1 1/4 f-0" DRAWING NO. J A N Ind 8 202 1 d_ Southo _1_0 V Planning Board PRELIMINARY t JIL LJ Ij _u_ fT jE1, IL Rru ISSUES/REVISIONS r TEST HOLE I TEST HOLE 2 y, GRADE EL.28' X GRADE EL 22' DARK BROWN LOAM OL t, 3.0' BROWN SILT ML 0 5 BROWN SILT ML 0.5' DARK BROWN LOAM OIL 3.0' BROWN 5ILTY SAND SM q PALE BROWN FINE TO MEDIUM SAND 5P i PALE BROWN FINE TO 1 7.0" NO WATER ENCOUNTERED MEDIUM SAND 5P M 1yrfi �O 29.01WATER IN PALE BROWN FINF TO MEDIUM SAND 5P WATER ENCOUNTERED E 35.0' 29'BELOW 5URFACE a� IL L L O LL- C) O z -u o O U� n Land Now or Former) of: z J J Den15 Salzman Regina Salzman O KEY MAP n.t.s. J Land Now or Formerly of: L Esteves Holding Corp. and Now or Formerly of: L15a Schiller i Story Andrea We155 Building DRIVEWAY (Right of Way) Land Now or Formerly of: E5teve5 Holding Corp. drivewa —'�masonry wall along line to be removed — — — — — S1 5°55 50 E PROPERTY LIVE - - - - - _ _ - 12' k 2'F11Gh IGiT P:Q , I,-) -- WITH DA (C (yam i ____ _ _ mLAWN _ FIXTURE( (CAL) u NATURAL VEGETATION -------------- NATURAL "`"',I�{ VEGETATION (� wN I LAW!, U._ „ NG 4 I _ ,-� BUILDING z \ ! I STORY q ;t_ _ "� _ _ ONE STORY S.F.R.: B ING NE STORY S.F.R.: �Y DK LINE of LAWN--" 2'� 55 AND OLDER ONE STORY s ®� RENTAL BUIN�� 00 ICU Lr1 v °` -_ f _F_ __ '` RENTAL AND OLDER _�QE'S ORY S.F.R.: vro f 55 AN OLDER f� w ACHED i C r_,-:_�r==1;=_. ; --I RENTAL �.,L. I -; ,, 55 N G RAGE TYP. - 1 I. f` � RENTAL • + : r. fi /l/.r U ___q_______________`_________________ _ __ ___ ;I I • p i- -_---_ ------� ATURAL -� I I - i I P - �.(�' I� .F I ,i f N r ^ L1J VEGETATION ii I n i i ;i '; / 1 ;. I 1 5 v J I P VIED WALK i r V ,--------- -+------- =---- ----------------- - - �' I -------- '�------------ N I PAVED WALK I I II I; - CN LAWN ill _.. r / i 1 test LINE of LAWN SERVICE AND ARE THE PROPERTY OF THE •1"'I holes" i LAWN THESE PLANS ARE AN INSTRUMENT OF /� hole ARCHITECT. INFRINGEMENTS WILL • • �n _ �- -_ 6 / n BE PROSECUTED ° 202o ALL RIGHTS RESERVED LAWN L— ro 1~ o > T7 LAWN (� l N 15°45'10"W OPERTY LINE 1 78 Robert I. Brown e ge o pavement 2 Architect, P.C. BUILDING : Wells Avenue 20 Bay Ave. Green port NY isT FLOOR: (Wells Road) 5 x p COMMERCIAL 2 Q info@ribrownarchitect.com 631-477-9752 2ND FLOOR: 3 'AFFORDABLE' APARTMENTS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED SITE PLAN BASED ON SURVEY BY: PARKING CALCULLMON5 (BUILDING 1 ) INDICATES EXISTING CONTOUR LINE ALTERATIONMUSTR BE NOTED,SEALED,AND JOHN C. EHLEK5 LAND SURVEYOR (3) ONE-BEDROOM APARTMENTS: DESCRIBED INACCORDANCF,WITHTHELAW. I .5 SPACES EA. X 3 =5 SPACES SCALE: i" =3o' G EAST MAIN STREET RIVERHEAD, NY 1 '�1/�j// RETAIL: I SPACE PER 200 GRo55 SQUARE FEET: INDICATES PROP05ED CONTOUR LINE -- �;__� 4,983.9 5F/ 200 = 25 SPACES DATED : 10-08-2010 SCTM No. 1000-G 1 -4- 1 / TOTAL: 30 SPACES REQUIRED 30 SPACES PROVIDED PARCEL ZONED HAMLET BUSINESS HB ✓ ELEVATIONS REFERENCE NAVD '88 DATUM ;. ,. ia— AREA = 90,208 SF OR 2.28 ACRES DEN5ITY LOADING AND DE51GN 5EWAGE FLOW RATE5 DEN5ITY AND LOT 51ZE LOT COVERAGE J, DRY RETAIL SPACE 4,963.9 S.F. @ 0.03 GPD/UNIT DENSITY AND HYDRAULIC LOADS = BASED ON ZONING CODE 280 TOTAL BUILDING AREA : 13, 105 5F ' 150 GPD ATTACHMENT 2, THIS PROJECT REQUIRES 100,000 SF FOR THIS SITE. 13,195/99205 5F = 1 3.3% AFFORDABLE APARTMENTS(I BEDROOM) 3 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS (20,000 SF PER USE). HB LOT COVERAGE ALLOWED = 40% CLIENT/OWNER 450 GPD PROPERTY SIZE 15 99,208 5QUARE PRC (2 BEDROOM) 4 EACH @ 150 GPD/UNIT DENSITY AND HYDRAULIC LOADS = FEET. HARD CORNER GOO GPD THEREFORE, A VARIANCE IS REQUIRED FOR 702 SQUARE FEET(0.8%) RECEIVED PARTNERS LLC TOTAL LOAD 1200 GPD I--- -- I HE OPPOSED DEVELOFIVENT FOR THIS PROJECT SITE HAS A POPULATION DENSITY EQUIVALENT OF FEB 2 S 2020 53530 MAIN ROAD SOUTHOLD, NY 11971 Soutf=lofd T"ow-n Planning Board PROJECT TITLE PROPOSED I.uminNe MIXED USE L15T OF DRAWING5 A I 51TE PLAN/LIGHTING/LANDSCAPE ---- ----- ; , IT P A �SANITARY A2 S E LAN/UTILITIES DRAINAGE DRAWING TITLE A4 BUILDING I S COND I LLOOR PLAN SITE PLAN A5 BUILDING I ROOF PLAN LIGHTING PLAN AG BUILDING I ELEVATIONS j M A7 BUILDING I ELEVATIONS - L A8 BUILDINGS 2-5 FIR FLOOR PLAN A9 BUILDINGS 2-5 ROOF PLAN A10 BUILDINGS 2-5 ELEVATIONS LANDSCAPE PLAN - i DATE SCALE j FEB.26,2020 �"=30' DRAWING NO. ISSUES/REVISIONS TEST HOLE I TEST HOLE 2 b, e` GRADE EL. 25' GRADE EL. 22' 0.5' DARK BROWN LOAM OL BROWN 51LT ML 0.5' DARK BROWN LOAM OL 3.0' 3 0, BROWN SILT ML �4 4.0, BROWN 51LTY SAND 5M PALE BROWN FINE TO MEDIUM SAND 5P PALE BROWN FINE TO 17.0' NO WATER.ENCOUNTERED # e MEDIUM SAND 5P ZS ZS WATER IN PALE BROWN FINE TO MEDIUM SAND 5P 35.0' WATER ENCOUNTERED 29'BELOW 5UP,FACE 5 t at H";,4 P f" KEY MAP n.t.s. o L O E Q) O � EE MM� � c W O O N Land Now or Formerly of: Z J J Den15 Salzman Regina Salzman Land Now or Formerly of: H Esteves holding Corp. Land Now or Formerly of: c L15a Schiller 3. 1 Story Andrea We155 Building DRIVEWAY (Right of Way) Land Now or Formerly of: Esteve5 holding Corp. drivewa _`/masonry wall along line to be removed - - - - - - S15 '55 50 E_ _ k PROPERTY LINE ZONE A _ - _ _. _ .1 2 D � _I ZONE------ --__---------- LO N NLl I • • ZONE D THESE PLANS ARE AN INSTRUMENT OF O _ __� \ SERVICE AND ARE THE PROPERTY OF THE / ARCHITECT. INFRINGEMENTS WILL �� ZONE' d' BE PROSECUTED c, I I,232 5F X 0 17 209.4 CF ZONE 2 I I PROVIDE(2)8'DIA X 3'-6" 2,1 5G 5F X 0.1 7=3GG 5 CF �� `\ ZONE 4 -_ / w 9 V , /'� DRYWELL= 147.8 X 2=�95.6 CF PROVIDE(2)8'DIA X 4'-G" ZONE 2,1 5G 5F X 0.1 7 366 5 CF �' T' 2020 ALL RIGHTS RESERVED y b I / • I i DPYWELL= 190 1 X 2=380 2 CF PROVIDE(2) ' -IA X 4'-G O Gw ; , V 2, 56 SF X 7=366 5 V 3 I PROVIDE 121 8' A X 4'-6" __ , DP,YWELL= 90.I X 2=380 2 CF b. -I ---- L_ f N r.�J ---- L- DRYWELL= 190. X 2=380.2 F W t� r O - J -- ZOIJE5 �1 p GJ V.r r---- I -- I PROVIDE(2)8'1 DIA X 096.4 CF CRYWEL L= 147.8 X 2=295.6 F ZONEB L - -__ _ • • I I I L- -- I I L O �1 --- 0 I I I I I I O W VEGETATION I I I I I I I I I N Robert I. Brown CDZONE E I 3 TRAX S"D N G AS TRAP 'LX _ r 0 1°�J 1�� Architect P.C. P FA {'ICATED J L--- •T - I I , 1 200 GAL (N T C+,NCRETE) L r _ (/�^ o SEPTIC TAN ; r - F 4"DIA PVC DRAIN FIFE MIN PITCH+" v' `� 20,�? Bay Ave. Greenport NY PUGO SYSTEM(OF,EQUAL)750 inPo@ribrownarchitect.com 9 L__J L PER FOOT K1I:I 10'FROM 5TP,UCTUP. 7r z (2)8'DIAX ,�j n / _ / \ / GAL CHAMBER 8'X 4'X 5'D 631-477 9752 LEACHING P OL i ZONE F • 0 • �j ///_!/ !� ///tthoI 4 WITH DOME ND I hole z Vi (�' / ��- � � 4"DIA PVC DRAINAGE OUTLET COVER / (/��-- -� �/ N1;N PITCH "PER FOOT MIN 8' 3/4"D WATER ERV CE LII1 -ROM CHAMBER TYPICAL OP.RE IDE IAL G1 _ IVEWAY 2 DRAINAGE 3/4"DIA ER SERVICE tIE D DRIVEWAY I DRAIN STRUCT R,ES rn IOG5DPIV SF x o.17 a I cF 9b_G sF x o.n= 1 G7.G cF TYPICAL FOP ESIDENTIAL e'DIA RECAST CONCRETE: IT[S A VIOLATION OF THE LAW FOR ANY PERSON, PE- E(I) .DIAXIG7.D STRUCTURES PROVIDE(1) 9A X 4'-6"D l i LEACHII FOOL,3 SECTIONS DPYWEL (I 90.1 CF) I e UNLESS ACTING UNDER THE DIRECTION OF A DRYWELL U.I CF) o !, DRIVEWAY 3 DRAINAGE: DRJVEWAY 4 AINAGE DEEP n4 '%MTH DOME AND �J 1124 SF X .17= 190.I C 020.1 sF 17= 173.4 Co/EP PE,ICDH5 LICENSED ARCHITECT,TO ALTER ANY ITEM ON PROVID .)8'DIAX 4'-6"D a PROVtD )8'DIAX 4'-6"D 5FECIFICATI�J5 , l THIS DRAW_NG IN ANY WAY.ANY AUTHORIZED N N 15 45'10"W OPERTY LINE ___ D n 90 I cP) DR 90 1 CF) ALTERATION MUST BE NOTED,SEALED,AND 314"DIA AA/ATEP SERVI E IN 8 f DESCRIBED IN ACCORDANCE WITH THE LAW. 3M'I DIA WATER SFRV E I IE TYFICAL`OR P.E5IDEI lAL . RE51 D E NT I AL TYPICAL FOR RE51D MA 5TRUCTLRE5 5TP,UCTUF,E5 h edge of pavement 2 5ELPTIC SYSTEM - Wells � (Wells Road) DIA BLACK 5TE -AS p DIA BLACK STEEL GAS N "DIA BLAC;'STEEL GAS f K a p Avenue SERVICE LINE T PICAL Vy SERVICE LINE TYPICAL FOR SEP,VICE L tJE TYPICAL FOP N R.ESIDEIJCIAL BUILDINGS RESIDEf1CIAL BUILDINGS �RESIDENCIAL BUILDINGS F 20 A "DIA BLACJ"STEEL GAS SERVICE LINE TYPICAL POP. n p 'J RE5IDENCIAL BUILE)MG5 N D 0 UNDERGPOUND _ J/+ GAS MAIL GAS GA GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS aAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS A N S I T E PLAN OHN C EI-1LER5 LAND SURVEYOR ORBASED ON SURVEY BY: INAGE COMMERCIA- BUILDING AND PARKING LOT CLIENT/OWNER G EAST MAIN STREET RIVERHEAD,NY 1 1901 HARD CORNER SCALE: 1" = o' p 3 DATED : 10-08-2019 13G2.7 5F ROOF x 0.17=231.7CF Flo ��/ ZPOVID PARTNERS LLC SCTM No. 1000-6 I-4-1 PROVIDE(2)8'DIAX 3'-6"DRY WELLS(295.6 CF) PARCEL ZONED HAMLET DU51NE55 HD / ZONE B 896 SF R°OF X 0.17= 152.5 WELL I o MAIN ROAD ELEVATIONS REFERENCE NAVD'88 DATUM FROVIDE(I)a DIA x 4'DRY wELL o 68 9 CF) 5353 AREA= 90,205 5F OR 2.28 ACPT5 (5°718 7 5F ROOF+2,109.3 SF PARKING)X 0.17=457.0 CF SOUTHOLD, NY 11971 PROVIDE(2)8'DIA X 3'-G"+(1)8-DIA X 4'DRY WELLS-4e4.3 CF ZONE D. (854.2 5F ROOF+2,109.3 5F PARKING)X 0.17=503.5 CF 3* PROVIDE(3)8'DIAX 4'DP,Y WELLS=506.7 CF V z°NE E. PROJECT TITLE (320.6 5F ROOF+2,109.3 5F PARKING)X 0.17=41 3.1 CF PROVIDE(2)8'DIAX 3'-6"+(I)8'DIA x 4'DRY WELLS=464 3 CF PROPOSED ZONE F: (I,480.5 5F ROOF+2,109.3 5FPAP..KING)X 0.17=G 10.3 CF PROVIDE(3)8'DIAX36"+(1)8'DIA X 4'DRY WELLS=G123CF MIXED USE DRAWING TITLE SITE PLAN UTILITES, DRAINAGE & SANITARY T p��' DATE SCALE C 6..�[`�I V E D Jan 15,2020 I"-30' F - -" _-- DRAWING NO. FEB 2 8 2020 L ----To w- Soutl-lold n Planning Board ISSUES/REVISIONS 15'-1 1" 27-0" 47-10" 27-0" — 1277.3 GRO55 5f o — — — THESE PLANS ARE AN INSTRUMENT OF AND AE THE PR 120G. 2 net 5f A CE CHI TECT. IIN F INGEMENTS RWTIYLOF THE _ — — BE PROSECUTED 202o ALL RIGHTS RESERVED Robert I. Brown UNIT UNIT Z Architect, P.C. S-0" 20 Bay,Ave. Greenport NY info@ribrownarchitect.com 1 ,603 .3 GRO55 5.f=. 1 ,803 .3 GROSS S.F. 631-477-9752 1 ,744. 2 NET 5. F. 1 ,744. 2 NET 5. f. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE.WITH THE LAW. "L CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE BUILDING 1 DRAWING TITLE FIRST FLOOR PLAN FIRST FLOOR PLAN RECEIVED 0 5 10 FEB � � 2020 DATE SCALE Jan 20,2020 1/4'=1-0" S uo thold Tonvn DRAWING NO. Planning Board ISSUES/REVISIONS �t 0 v APARTMENT Z APARTMENT 3 E 7-0- PARTMENT 1 2' 6" 12'-0 112" - - --� 15'-10" Do in - 2'-6" 1 5'-10" cl=') I L I I m O I _ _ = BEDROOM I DOWN m N 953 g5f 12'-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 19'-7" cv KITCHEN DOWN Q � 202o ALL RIGHTS RESERVED cn Li N ' C9 m Robert I. Brown 0 Architect, P.C. N LIVING 20-1 1 I/ " 20 Bay Ave. Greenport NY in?o@rlbrownarchitect.com ROOM 631-477-9752 m IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON 2 0-1 1 112" THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND JL DESCRIBED IN ACCORDANCE WITH THE LAW. 938 6j5f 938 g5f �r CLIENT/OWNER 0 �r HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE , MIXED USE BUILDING SECOND FLOOR PLAN DRAWING TITLE 0 5 10 SECOND FLOOR PLAN [��IFFEB ECEIVEDDATESCALE 2 2020 Jan 20,2020 1/4' Southold Town DRAWING NO. Planning Board An ISSUES/REVISIONS I I I ! I I I I I I i I I - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I i I i I i I I I I I I I I I I I I I I I f I I I I I i I I i I I I I I I I I I f I i I I I I I I I I I I i I f I I ( I ( THESE PLANS ARE AN INSTRUMENT OF I I i I SERVICE AND ARE THE PROPERTY OF THE I I I ARCHITECT. INFRINGEMENTS WILL I I I BE PROSECUTED 202o ALL RIGHTS RESERVED I i I I I I I I I I i i I Robert f I obe t I Brown _ - - - - - - - - - - _ Architect, P.C. Er- 2o5 Bad Ave. Greenport NY — — — — — — — — — — I info@ribrownarchitect.com - - - - - - - - - - - 631-477-9752 I I I f f ( IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE.DIRECTION OF A I LICENSED ARCHITECT,TO ALTER ANY ITEM ON I I I ( THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. J.i C' 'F f I I � I i I I CLIENT/OWNER HARD CORNER PARTNERS LLC I 53530 MAIN ROAD - - - - - - - _ - - � SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE BUILDING ROOF PLAN DRAWING TITLE 0 5 10 ROOF PLAN RECEIVED FEB 2 9 2020 DATE SCALE Jan 20,2020 1 1/¢'=1-O" Sou>to!d l'own DRAWING NO. Planning Board ISSUES/REVISIONS NO R T H ELEVATION THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE 0 5 10 ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED zozo ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. < Lj —L, Li CLIENT/OW ER HARD CORNER PARTNERS LLC 53530 MAIN ROAD — — SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE BUILDING DRAWING TITLE T-- IL F- ELEVATIONS R E C I� `E D DATE SCALE - _"_!-'_/_ __ Jan zo, zozo 1/4„ SOUTH ELEVATION --- DRAWING NO. 0 5 10 DEB 2020 Sou old Town Planning Board ISSUES/REVISIONS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED E A S T ELEVATION 202o ALL RIGHTS RESERVED 0 5 10 Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@rlbrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. i CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE MIXED USE BUILDING 1 DRAWING TITLE ELEVATIONS RECEIVED DATE SCALE - -- — Jan 20,2020 1/4' WEST ELEVATION LEB 2 2020 DRAWING NO. Southold-Tawn 0 5 10 Planning Board ISSUES/REVISIONS Q -6" GUEST _ ' I BEDROOM m m r\ITCIIEN MASTER BEDROOM m THESE PLANS ARE AN INSTRUMENT OF N SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 202o ALL RIGHTS RESERVED Robert I. Brown — 1 F1 GARAGE I ''-8" GREAT ROOM I o Architect, P.C. 0 a05 Bay Ave. Greenport NY info@ribrownarchitect.com LAU N 21'-5" I 631-477-9752 UTILITYI i]X IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. FIRST FLOOR PLAN A CLIENT/OWNER 1 ,502.0 5f net 1 ,507.7 sf g HARD CORNERross PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE PROPOSED PRC RESIDENCES DRAWING TITLE FIRST FLOOR PLAN RECEIVED DATE SCALE Jan 20,2020 1/4' FEB 2 1C 2020 DRAWING NO. Southold Town Planning Board ISSUES/REVISIONS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED aoao ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND IDESCRIBED IN ACCORDANCE WITH THE LAW. L� D ARC'y� 1.8q� ST 634k OQ� TF OF NE�y CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY u97i PROJECT TITLE PROPOSED PRC RESIDENCES DRAWING TITLE ROOF PLAN RECEIVED DATE SCALE I FEB 2 8 2020 Jan 20,2020 1/4"=i-0" L_ , _ DRAWING NO. Southold��own Planning Board ISSUES/ REVISIONS E:1 E E:1 El JD� I L 1 1 1 El D , WEST ELEVATION NORTH ELEVATION 'D 5 10 0 5 10 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 202o ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY in? 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING W ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Z CLIENT/OWNER HARD CORNER PARTNERS LLC 53530 MAIN ROAD SOUTHOLD, NY 11971 PROJECT TITLE PROPOSED PRC RESIDENCES DRAWING TITLE ELEVATIONS EAST ELEVATION SOUTH ELEVATION 0 5 10 0 5 10 RECEIVED DATE SCALE -- Jan 20,2020 1/4' FEB 2 8 2020 DRAWING NO. Southold l"own Planning Board , 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 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 8, 2024 Abigail Wickham, Esq. P.O. Box 1424 Mattituck, NY 11952 Re: Approval Extension: Site Plan for Hard Corner Mixed Use Southold 53530 NYS Route 25, corner of Wells Ave & NYS Rt. 25, Southold SCTM#1000-61.4-1 Zoning District: Hamlet Business — HB Dear Ms. Wickham: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, October 7, 2024: - WHEREAS, this site plan is for the proposed construction of a mixed-use 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District; and WHEREAS, on February 6, 2023, the Planning Board granted approval with conditions, of the site plan entitled "Hard Corner Partners LLC" prepared by Robert I. Brown, R.A., dated May 25, 2022; and WHEREAS, on August 7, 2024, the site plan approval expired; and WHEREAS, on September 27, 2024, Abigail Wickham, attorney, submitted a letter requesting an Extension of Site Plan Approval with provided reasoning as detailed in the October 7, 2024 staff report; and WHEREAS, at a Work Session held on October 7, 2024, the Planning Board reviewed the application and determined that the expired Site Plan remained in compliance with current rules and regulations; therefore be it Hard Corner Mixed Use Page 2 October 8 2024 RESOLVED, that the Southold Town Planning Board grants an Extension of Amended Site Plan Approval for eighteen (18) months from October 7, 2024 to April 7, 2026 to the Site Plan entitled "Hard Corner Partners LLC" prepared by Robert I. Brown, R.A., dated May 25, 2022. If you have any questions regarding the above, please contact this office. Respectfully, a 4 a--, /Y" X., ? - James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Charles Salice, Owner OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex y P.O.Box 1 179 54375 State Route 25 . ' " " Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov � fiO110, s PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 7, 2023 Mr. Robert Brown 205 Bay Avenue Greenport, NY 11944 Re: Site Plan Approval: Site Plan for Hard Corner Mixed Use Southold 53530 NYS Route 25, corner of Wells Ave & NYS Rt. 25, Southold SCTM#1000-61.-4-1 Zoning District: Hamlet Business— HB Dear Mr. Brown: The following resolution was adopted at a meeting of the Southold Town Planning Board on February 6, 2023, WHEREAS, this site plan is for the proposed construction of a mixed-use 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft, of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District; and WHEREAS, on February 28, 2020, March 22, 2020 and June 24, 2020, Robert Brown, authorized agent, submitted information and materials for a Site Plan Application; and WHEREAS, on July 6, 2020, the Planning Board found the application incomplete for review; and WHEREAS, on August 19, 2020, the Southold Town Zoning Board of Appeals (ZBA) granted area variances from the bulk schedule under file #7387 with conditions; and WHEREAS, on January 28, 2021, Robert Brown, authorized agent, submitted revised plans and additional information as required for review; and WHEREAS, on March 17, 2021, Robert Brown, authorized agent, submitted revised plans and additional information as required for review; and Hard Corner Mixed Use Page 2 Februa 7 2023 WHEREAS, on April 5, 2021, the Planning Board accepted the site plan application as complete for review; and WHEREAS, on April 5, 2021, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action was a Type I Action; and WHEREAS, on May 27, 2021, 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 June 1, 2021, the Planning Board, pursuant to Southold Town Coder §280- 131 C., distributed the application to the required agencies for their comments; and WHEREAS, on June 3, 2021, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on June 21, 2021, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design and layout; and WHEREAS, on July 9, 2021, the Southold Fire District determined that with the addition of a Hydrant on Wells Avenue and providing adequate turning radii for fire trucks/aerial trucks on site, there is adequate fire protection for the site; and WHEREAS, on July 12, 2021 the Planning Board held a public hearing for the proposed action and determined to hold the hearing open until at least August 9, 2021 due to technical difficulties; and WHEREAS, on August 9, 2021, a Public Hearing was continued and kept open for written comments until August 23, 2021; and WHEREAS, on August 23, 2021, the written comment period was closed; and WHEREAS, on September 9, 2021, the Southold Town Fire Inspector determined that with the addition of a Hydrant on Wells Avenue within 600' of the proposed residences, there was adequate fire protection and emergency access for the site; and WHEREAS, on September 9, 2021 the Suffolk County Planning Commission (SCPC) determined the proposed action to be a matter for local determination; and WHEREAS, at a Work Session on September 13, 2021, the 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 Hard Corner Mixed Use Page 3 E ' rLjaa 7, 2Q2 WHEREAS, on December 8, 2021, the New York State Department of Transportation (NYSDOT) determined that a highway work permit is required for Case #100565; and WHEREAS, on March 14, 2022, Robert Brown, authorized agent, submitted revised site plans for review; and WHEREAS, on March 22, 2022, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on March 28, 2022, Robert Brown, authorized agent, submitted revised site plans for review; and WHEREAS, on April 11, 2022, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on July 12, 2022, Robert Brown, authorized agent, submitted revised site plans for review; and WHEREAS, on July 27, 2022, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on September 29, 2022, Robert Brown, authorized agent, submitted revised site plans for review; and WHEREAS, on October 28, 2022, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, at a Work Session on November 7, 2022, the 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 November 10, 2022, the Suffolk County Department of Health Services (SCDHS) issued wastewater approval reference # C-22-0156 @ 1,523gpd for Mixed Uses as per plan; and WHEREAS, on November 22, 2022, Robert Brown, authorized agent, submitted revised site plans for review; and WHEREAS, on December 13, 2022, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and Hard Corner Mixed Use Page 4 Februa 7 2023 WHEREAS, on January 9, 2023, Robert Brown, authorized agent, submitted revised site plans for review; and WHEREAS, on January 13, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on January 18, 2023, Robert Brown, authorized agent, submitted revised site plans for review; and WHEREAS, on January 23, 2023, the Southold Town Planning Board determined that with exception of the items listed as conditions below, all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold were met; and WHEREAS, on January 24, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on February 2, 2023, Robert Brown, authorized agent, submitted revised site plans for review; and WHEREAS, on February 3, 2023, the Southold Town Engineer reviewed the proposed application and determined that the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and RESOLVED, that the Southold Town Planning Board hereby finds the application consistent with the Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "Hard Corner Partners LLC" prepared by Robert I. Brown, R.A., dated May 25, 2022, and authorizes the Chairman to endorse the plans listed below after Conditions "A" through "C" below are met; A-0 KEY MAP A-9 BUILDING 1 FIRST FLOOR PLAN A-1 GENERAL SITE PLAN A-10 BUILDING 1 SECOND FLOOR PLAN Al-a NYSDOT PLAN A-11 BUILDING 1 ROOF PLAN A-2 UTILITIES A-12 BUILDING 1 ELEVATIONS A-3 LANDSCAPE PLAN A-13 BUILDING 1 ELEVATIONS A-4 CUT& FILL PLAN A-14 BUILDING 2-5 FOUNDATION PLAN A-5 TRUCK TURN TEMPLATE A-15 BUILDING 2-5 FIRST FLOOR PLAN A-6 LIGHTING 1 A-16 BUILDING 2-5 ROOF PLAN A-7 LIGHTING 2 A-17 BUILDING 2-5 ELEVATIONS A-8 BUILDING 1 FOUNDATION PLAN Conditions to be fulfilled prior to endorsement of site plan & prior to building permits being issued: Hard Corner Mixed Use Page 5 ebrua �G�23 A. Obtain a Highway Work Permit from the New York State Department of Transportation (NYSDOT) and provide one (1) print of the approved plan including the seal, stamp and signature of the NYSDOT. B. A use certification must be obtained from the Chief Building Inspector as required by Town Code. C. Performance Guaranty (aka Bond) submitted and accepted by Planning Board and Town Engineer. The intent of this performance guaranty is to include any off-site improvements required by the Board, and, at a minimum, enough funds to take the necessary steps to secure or restore the site (e.g. security fence) and prevent erosion and runoff, and any other hold-over measures should there be a failure on the part of the applicant to complete the project. Conditions of approval (ongoing) 1. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings. 2. Preconstruction meeting: preceding the commencement of any clearing or construction on site, a preconstruction meeting shall be coordinated with the Planning Department and Town Engineer prior to any action taken on site. 3. Prior to clear a. Existing-trees to be saved: prior to the commencement of any clearing or construction on site, all existing trees to be retained, as shown on the approved site plan, shall be marked/flagged for inspection by the Planning Department. b. Non-disturbance buffers: All areas shown outside the area of disturbance as shown on the approved plans shall remain in their natural state to retain existing trees and vegetation. The removal of noxious, invasive plants and vines is permitted in the buffer, but they must be hand pulled, hand-cut, or cut with machinery selective enough to keep nearby native plants intact to the greatest extent practicable; c. To minimize loss of Northern lon -eared bat M otis se tentrionalis the following actions shall be taken: i. Trees capable of providing roosts outside the buffer shall be preserved to the greatest extent practicable. ii. A wildlife biologist experienced with finding bats will be deployed on site prior to any tree-clearing to search for any signs of bat roosting. Hard Corner Fixed Use Page 6 Fri ,.a02 iii. Tree removal will be avoided during the pup season from June 1 through July 31. d, To minimise the loss of Eastern Box Turtlesw the protocol for Box Turtles adopted by the Planning Board and on file with the Planning Department must be followed. 4. rki All parking of vehicles associated with residents or visitors of the subject site parking shall be provided on site. No overflow parking is permitted on Wells Avenue or NYS Route 25. 5. A cessor A artmerit : Rentals of the three accessory apartments are required to follow the town code for accessory apartments in the Hamlet Business zoning district. 6. Sincle Family l w�ellir g : The four single family dwellings shown as buildings 2 through 5 are for 55 and older occupants, and are required to be leased to tenants on a year- round basis (not for short-term or vacation rentals). 7. Commercial vehicles and deliveries: No Left Turn egress is permitted onto Wells Avenue for commercial vehicles and deliveries. Relevant signage prohibiting this left turn shall be provided at the site egress point as shown on the approved plan. 8. All exterior lighting on the property, including lighting on the residential units, shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan pages 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. 9. 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. 10.All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced with the same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. 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. Hard Corner Mixed Use Page 7 kauru --7-, 20 . 2. 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. 3. Any changes from the Approved Site Plan shall require Planning Board approval. 4. 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 If you have any questions regarding the above, please contact this office. Respectfully, Donald ilcenski Chairman Encl. cc; Robert 1. Brown, Authorized Agent 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: rro �� `. � �, Applicant Date: Signature: Southold Town P'lannina Board Work Session — Qtober 7 04 — Pa e 2 Project NExpansioni ame: Hotel Moraine SCTM# 1000 40 1 1 Location, ....... ._.._._ .__.. .... Rplan , .eenport proposed _........_._ � M". Description- This 0site �is for the rop osed expansion of an existing hotel including tel....... ..__,_ ._ tel 9 construction of a 4,588 sq. ft. building with ten (10) hotel rooms, and a 2,040 sq. ft. addition to an existing building with four (4) hotel rooms where there exists a 21-unit hotel comprised of five (5) buildings totaling t13,854 sq. ft. and accessory improvements on a 3.21-acre parcel in the R) Zoning District. .��,.. .... _ .._ .... Resort Residential ( Status Pending ... ..__... . Action Referral Review Continued Attachments: . _....... ..... mm __. .._ Project,,Name: Premium Wine Group Amended 3 SCTM# . 1000 121 6 1 Location; 35 Cox Neck Road„ Mattituck �... �.... .. . __.�w.w _ro.._._ .......�.. Description: This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage to will connect two existing buildings on site; and, the construction of a 4,402 sq. ft. detached accessory storage building with loading dock and the construction of twelve land banked parking stalls where there exists two buildings totaling 20,585 sq. ft. on a 3.563- acre parcel in the LB Zone Status', "Approved Action Review for Extension _ Attachments, Staff Report Project Name: Hard Corner Southold Mixed Use SCTM# 1000-61.-4 1 w .... • Description: This site plan is for the proposed mixed-use _.ucti Location: ; 53530 Route 25, Southold se construction of a 2-story 4,983 sq. ft. building fronting NYS Route 25 with retail on the first floor and three Affordable Housing apartments on the second floor and 25 parking stalls; and four 1,597 sq. ft. 55 and older rental units along . _ _. �........._....._ w. in District . ww _._... Wells Avenue, all on 2.28 acres in the Hamlet Business Zonn. Status: _..... Approved i Action_...... .__. .... G,Review for Extension. _ v.... ._... _�..__.mm...�_ - _.. ............ ..._ Attachments: Southold Planning Department Staff Report Site Plan Application Work Session – Request for Approval Extension Date October 7, 2024 Prepared By: Brian Cummings I. Application Information Project Title: Hard Corner Southold Mixed Use Applicant: Hard Corner Partners, LLC Date of Submission: February 8, 2020 Tax Map Number: 61.-4-1 Project Location: 53530 Main Road Hamlet: Southold Zoning District: HB – Hamlet Business II. Description of Project Type of Site Plan: Mixed Use Acreage of Project Site: 2.28 acres stnd Building size 4,983 sq. ft. 1 floor 2,829 sq. ft. 2 floor (7,812 gsf.) (4) 1,597 sq. ft. 55+ rental units This site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. III: Review: A. Existing: 1. Vacant 2.28-acre parcel; 2. Surrounding land: i. North: NYS Route 25 and Feather Hill opposite; ii. East: six Hamlet Business zoned lots, four with existing dwellings; iii. South: Wells Avenue and two R-40 zoned parcels; iv. West: three parcels, one HB zoned (Bank of America) and two R-40 zoned lots (one owned by Presbyterian Church with existing barn, second is a single-family dwelling; B. Conditionally Approved Proposal: 1. Main Road Mixed Use building ( 2- story 7,812 gross sq. ft.):  st 1 Floor: 4,983 gsf. Retail Pursuant to Town Code §280-45(A)(7): Retail stores, up to a o maximum of 6,000 total square feet of gross floor area in any building (excluding unfinished basement and attic areas), notwithstanding the provisions of the Bulk Schedule for Business, Office and Industrial Districts.\[1\] Such retail stores greater than 3,000 total square feet shall comply with the retail building standards for HB Districts listed, in addition to the site plan requirements of this chapter.  nd 2 Floor (2, 829 sq. ft.) three (3) Affordable Housing Apartments: Two @ 938 gross sq. ft. o One @ 953 gross sq. ft. o 2. Four (4) single family rental units (age-restricted 55-years and older): i. All four @ 1,597 sq. ft. each C. Site Plan Approval with Conditions : granted by Planning Board on February 7, 2023. Conditions to be fulfilled prior to endorsement of site plan & prior to building o permits being issued: Obtain a Highway Work Permit from the New York State Department of  Transportation (NYSDOT) and provide one (1) print of the approved plan including the seal, stamp and signature of the NYSDOT. Performance Guaranty (aka Bond) submitted and accepted by  Planning Board and Town Engineer. D. Request for Extension of Conditional Approval: Gail Wickham, the Applicant's Agent, has submitted a request for an eighteen- month extension of the site plan approval to allow sufficient time to meet all approval requirements. She noted that the project is a multi-use development, which involves extensive review by various regulatory agencies. The applicant is still in the process of finalizing drawings and specifications for submission to the Building Department and anticipates that the construction phase will also require a significant amount of time. E. Planning Board Items to Consider: 1. Request update on the conditions of approval listed above from the applicant. 2. Based on the report above, consider extending the approval as requested at tonight’s public meeting. LAW OFFICES WICKHAM BRESSLER, P.C. 13015 MAIN ROAD, P.O.BOX 1424 MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL A.WICKHAM 631-298-8353 TELEFAX NO.631-298-8565 awickham@wbglawyers.com September 27,2024 Attn: Heather Lanza, Director REC I V E D Town of Southold Planning Department P.O. Box 11797 0 2024 Southold,New York 11971 o6 6rd "Own Re: Property Owned by Hard Corner Partners,LLC Planning Board Premises: 53530 Main Road,Southold,New York 11971 SCTM# 1000-61-4-1 Site Plan Approval dated February 7,2023 Dear Ms. Lanza: We respectfully request an eighteen month extension of site plan approval in order to complete the requirements of the approval. This is a multi-use project which the regulatory agencies, including your Board, pursued extensive review processes. T'he completion of the project requires considerable additional work to finalize the design of the buildings and site improvements, and completion of final drawings and specifications for submission to the Building Department for a building permit. The actual construction phase will also be an extensive period. Our client continues to work on a construction plan. Thank you for your consideration. Very Ily yours, Abigail A. Wickham AAWIde re/fhvsalice%1vlainRdShd,'LtrSitePlanGxtReq 9-27-24 Sub� Submission Without a Cover Letter ; [IRrE B Sender: outh'' ®io LLI®w.n_..,.. Planning Board Subject: -}�p�rd, C�)(-her SCTM#: 1000 - ` _4 - l Date: 'I I U IR3 (OeC fl-,Ce-ths` \ Comments: 15 C o pv eS 0+ s4e Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD ' - _..RECEIVE MEMORANDUM amnia Own V::)tanning 13oaird TO: Donald Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: February 2, 2023 REQUIREMENTS FOR SITE PLAN ELEMENT" & CERTIFICATION Project: Hard Corner Southold Location: 53530 route 25 Southold SCTM# 1000—Section 61 - Block 04—Lots 01 Date: March 10, 2021 Revised Date: August 10, 2022 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 PROPOSED USE *RETAIL IS A PERMITTED USE IN THIS HB DISTRICT AND IS SO CERTIFIED. *See ZBA File#7387 and#7541. Michael J. Verity Chief Building Inspector SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Fax (631) 765 9015 Tel. (631)-765—1560 "./ 1Q;n,.N��1 I .G dl �...1 w eT l d w k , .;,t91 1 V�;G,,q,p, �,4 a ti - 1. OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings January 20, 2023 Planner Southold Town Planning Department 54375 Main Road p Southold, New York 11971 Re: Hard Corner Southold Mixed Use N'l 2 4 2 . SCTM #. 1000 61. 04 q ou&ioid a Own Planning Board Dear Mr. Cummings: -... As per a request from your office, I have reviewed Drawings Al, Ala &Al b dated March 10, 2021, last revised December 19, 2022, and Drawings A2, A3 & A4 dated October 29, 2021, last revised December 19, 2022, of the Site Plan for the Hard Corner Partners LLC Mixed Use development prepared by Robert I. Brown, R.A.. Please have the applicant submit revised plans that address the following: 1. The existing trees shown in relation to the proposed silt fence differ between the two plans included on Drawing A3. Resolve these discrepancies. 2. The paving detail must state what material the base layer will be comprised of. Please note that if recycled concrete aggregate (RCA) is utilized it must be New York State Department of Transportation (NYSDOT) Specification RCA. 3. 1 recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future maintenance. If you have any questions regarding this review, please contact my office. 3 Sincerely, a#t� Michael Collins, P.E. Town Engineer Southold Town Plannina BoardWdrk Session,--Manua v 23 2023— Page,2 Project Name: Dish wireless Colocation at SCT M#�: 1000-18-5-13.8 Orient Fire District -7--.. Location: 23300 Main Road, Orient' Description'. This amended wireless communication facility application -•p plication is for a proposed Dish Wireless colocation at 66 a. I. on an approved 90'tall stealth canister tower, and the addition of associated ground equipment within a 35 sq. ft. leased area. There are two other existing carriers at various heights on the cell tower with associated ground equipment, as well as existing fire department buildings, all located on 4.36 acres in the R-80 Zoning District. Status: New Application Action: Review for Completeness �.... Attachments: Staff Report _ o Southold Mix ed Use SCTM#: 1000 61-4-1 PrIT ect Name: Hard Corner, Description: This 3si site lams fo ohe proposed r wwmmr _ ........_ m._ r the ro osed mixed-use 4,983 sq. ft. building fronting NYS Route 25 with reran the a it story p p pconstruction q g h retail on the first floor and three Affordable Housing apartments on the second floor and 25 parking stalls; and four 1,597 sq. ft. 55 and older rental units along Wells _ Avenue, on 2.28 acres in the Hamlet Business Zoning„District. Status; Pending Action: Review or Determination .....__. Attachments Staff Report Project Name: - Resubd v sio L � Paul's Lane & eon Petroleum SCTM# 1000-74-4-5 & 7.1 Location: On the s/e cornerPaul's ..... of CR 48 and„® Lane Description: This resubdivision proposes to transfer 31,914 sq.ft. from SCTM#1000- 74.4-5 to SCTM#1000-74.4-7.1. Lot 5 (Parcel 1) will decrease in area from 2.7 acres to 1.9 acres, and Lot 7.1 (Parcel 2), will increase in area from 0.8 acres to 1.5 acres. Parcel 1 will be entirely in the B zoning district. Parcel 2 will consist of 50,938 sq. ft. of B-zoning, and 15,000 sq• ft. of LB-zonings wwwwµ _ Status New Application Action: Review for Completeness Attachments: _Report _ ....._ __mmm _m Staff Southold Planning Department Staff Report Site Plan Application Work Session — Update, Chapter 236 review Date January 23, 2023 Prepared By: Brian Cummings I. Application Information Project Title: Hard Corner Southold Mixed Use Applicant: Hard Corner Partners, LLC Date of Submission: February 8, 2020 Tax Map Number: 61.-4-1 Project Location: 53530 Main Road Hamlet: Southold Zoning District: HB — Hamlet Business II. Description of Project Type of Site Plan: Mixed Use Acreage of Project Site: 2.28 acres Building size 4,983 sq. ft. 1st floor 2,829 sq. ft. 2"d floor (7,812 gsf.) (4) 1,597 sq. ft. 55+ rental units This site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Site Plan packet Table of Contents: AO Key Map A10 Building 1 Second Floor Plan Al Site Plan General All Building 1 Roof Plan A2 Site Plan Utilities, Drainage, Sanitary Al2 Building 1 North and South Elevations A3 Site Plan Landscaping A13 Building 1 East and West Elevations A4 *Site Plan Cut and Fill A14 Buildings 2 — 5 Foundation Plan A5 *Truck Circulation Plan A15 Buildings 2 — 5 First Floor Plan A6 Site Plan Lighting 1 A16 Buildings 2 — 5 Roof Plan A7 Site Plan Lighting 2 A17 Buildings 2 — 5 Elevations A8 Building 1 Foundation Plan A9 Building 1 First Floor Plan 1 1: A, G L` Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review III: Review: Obiective: January 23rd work session is for an application update and to address comments from the Town Engineer pursuant to Chapter 236. See "Staff Analysis" section below. The purpose of the Hamlet Business 1113 District is to provide for business development in the hamlet central business areas, including retail, office and service uses, public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. IV: Anal A. Existing: 1. Vacant 2.28 acre parcel; 2. Surrounding land: i. North: NYS Route 25 and Feather Hill opposite; ii. East: six Hamlet Business zoned lots, four with existing dwellings; iii. South: Wells Avenue and two R-40 zoned parcels; iv. West: three parcels, one HB zoned (Bank of America) and two R- 40 zoned lots (one owned by Presbyterian Church with existing barn, second is a single family dwelling; B. Proposed: 1. Main Road Mixed Use buildin 2- story 7,812 gross s . ft. • 1st Floor: 4,983 gsf. Retail o Pursuant to Town Code §280-45(A)(7): Retail stores, up to a maximum of 6,000 total square feet of gross floor area in any building (excluding unfinished basement and attic areas), notwithstanding the provisions of the Bulk Schedule for Business, Office and Industrial Districts.[1]Such retail stores greater than 3,000 total square feet shall comply with the retail building standards for HB Districts listed below, in addition to the site plan requirements of this chapter. 1-1 A G 1 Southold Planning Department Staff Report Site Plan Application Work Session — Update, Chapter 236 review 2"d Floor (2, 829 sq. ft.) three (3) Affordable Housing Apartments: o Two @ 938 gross sq. ft. o One @ 953 gross sq. ft. 2. Four (4) single family rental units (age-restricted 55-years and older) i. All four @ 1,597 sq. ft. each ii. PUGO System (or equal) I/A residential septic systems for each unit C. Staff Analysis: 1. §280-45(A)(7) Retail Stores between 3,OOOsf— 6,OOOsf(excluding unfinished basement and attic areas). Completed during referral review. 2. Suffolk County Department of Health Services (SCDHS) approval obtained November 10, 2022 regarding Reference C-22-0156 for "Mixed Uses As Per Plan" at 1,523gpd; 3. SEQRA Assessment Unlisted action with Negative Declaration issued April 11, 2022; 4. NYSDOT correspondence: a Highway Work Permit is required to be obtained for the proposed work within the ROW; 5. Engineer Chapter 236 analysis provided during referral review, this revised plan has been referred to the Town Engineer's office and revisions are necessary. The Town Engineer reviewed Drawings Al, Ala &Al b dated March 10, 2021, last revised December 19, 2022, and Drawings A2, A3 & A4 dated October 29, 2021, last revised December 19, 2022, of the Site Plan for the Hard Corner Partners LLC Mixed Use development prepared by Robert I. Brown, R.A.. Please have the applicant submit revised plans that address the following: 1. The existing trees shown in relation to the proposed silt fence differ between the two plans included on Drawing A3. Resolve these discrepancies. 2. The paving detail must state what material the base layer will be comprised of. Please note that if recycled concrete aggregate (RCA) is I P . G 1, Southold Planning Department Staff Report Site Plan Application Work Session — Update, Chapter 236 review utilized it must be New York State Department of Transportation (NYSDOT) Specification RCA. 3. 1 recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future 6. Use Certification from the Building De artrnent: required and not yet obtained. Request was sent by staff on October 26, 2022 D. Items to Consider and Next Steps: 1) Provide feedback on the revised site plan submitted; 2) Obtain outside permit from NYSDOT, or require as condition of site plan approval 3) Consider 280-131(K) Guaranty of performance. (1) Public improvements. A guaranty of performance may be required for all public improvements as part of the conditions of approval. If a guaranty of performance is required, the provisions of Article IX, Bonds and Other Security,[2]shall apply. (2) Other on-site improvements, including, but not limited to, securing the property, buffers, landscaping and/or screening. A guaranty of performance may be required in an amount to be determined by the Planning Board for the estimated value of on-site improvements as part of the conditions of approval under the following circumstances: Staff: consider what level of performance bond should be required. This typically includes any off-site improvements required by the Board, and, at a minimum, enough funds to take the necessary steps to secure or restore the site (e.g. security fence), prevent erosion and runoff, and any other hold-over measures should there be a failure on the part of the applicant to complete the project. 4) Require at least five (5) prints of a revised site plan to be submitted including the seal, stamp and signature of the NYS licensed professional designing the plan addressing the requirements of the Town Engineer; 5) Distribute revised site plan to Town Engineer pursuant to Chapter 236; 6) Staff to obtain Use Certification; or, can be required as condition to site plan determination based on timing of Building Department; � 1) A (pF Southold Planning Department Staff Report Site Plan Application Work Session — Update, Chapter 236 review 7) Once the items listed above have been provided to the satisfaction of the Planning Board, all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met and the application will be eligible for a determination at the next available public meeting. 8) Potential list of conditions: (i) Wildlife sweeps for Eastern Box Turtles and/or Northern Long Eared bat during construction phasing; (ii) Notation on the site plan that all trees shown will be saved. (iii) Non-disturbance buffers to retain not only trees but other vegetation as well with the ability to remove invasive vines and other noxious plants; (iv)Year-round leasing of the four rental units (not for short-term or vacation rentals) (v) No Left Turn egress for commercial vehicles and deliveries (and relevant signage) (vi)AII exterior signage not approved with the site plan will be required to received Planning Board approval (vii) All parking must be provided on site, no overflow parking is permitted on Wells Avenue or NYS Route 25 I 11 G ]" OFFICE LOCATION: MAIMING 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 wvvvv.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planne_ Date: January 13, 2023 Re: Site Plan for Hard Corner Southold Mixed Use Application Name: Hard Corner Southold Mixed Use Tax Map Number: 1000-61.4-1 Location: 53530 Main Road, Southold 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: Revised/Amended Site Plan Dated: 12/19/22 Grading and Drainage Plans (Dated: Other (AS BUILT) (Dated: Project Description: This site plan is for the proposed mixed-use construction of a 2- story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Your comments are appreciated as soon as possible. Thank you for your cooperation. �� i:'6--v- -x ROBERT I. BROWN, ARCHITECT P.C. RECEIVED 205 BAY AVENUE GREENPORT, NY 11944 631-477-9752 FAX 631-477-0973 JA 1)23 infb&dhrpiLnaEchitect,com ��...Soutnold -town. Planning Board Transmittal Date: Jan. 5, 2023 To: Brian Cummings, Planner Southold Town Planning Board Re: Hard Corner Partners LLC 53530 Main Road, Southold Attached: One (1) set of plans: AO dated May 25, 2022 Al dated Dec 19, 2022 Ala dated Dec 19, 2022 A 1 b dated Dec 19, 2022 A2 dated Dec 19, 2022 A3 dated Dec 19, 2022 A4 dated Dec. 19, 2022 A5 dated Aug 10, 2022 A6 dated Aug 10, 2022 A7 dated Aug 10, 2022 A8 dated May 25, 2022 A9 dated May 25, 2022 A 10 dated June 24, 2022 Al I dated May 25, 2022 Al2 dated May 25, 2022 A13 dated May 25, 2022 A14 dated May 25, 2022 A15 dated May 25, 2022 A16 dated May 25, 2022 A17 dated May 25, 2022 Thank you, Robert I. Brown Architect, PC SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR ``� TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK ll971 Tel. (631)-765—1560 a Fax (631) 765 9015 110K"O;ALI-Ekfi,_r,l.NL"0a4T(PA1,N"' k�) I,Id?Ip;_ ti l OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings December 12, 2022 Planner Southold Town Planning Department ? 54375 Main Road Southold, New York 11971 R7ECEIVED Re: Hard Corner Southold Mixed Use Fdav . SCTM #: 1000— 61. —04— 1 g Board Dear Mr. Cummings: Planning As per a request from your office, I have reviewed Drawings Al &Ala dated March 10, 2021, last revised November 5, 2022, and Drawings A2, A3 &A4 dated October 29, 2021, last revised November 5, 2022, of the Site Plan for the Hard Corner Partners LLC Mixed Use development prepared by Robert I. Brown, R.A.. Please have the applicant submit revised plans that address the following: 1. The existing trees shown in relation to the proposed silt fence differ between the two plans included on Drawing A3. Resolve these discrepancies. 2. The paving detail must state what material the base layer will be comprised of. Please note that if recycled concrete aggregate (RCA) is utilized it must be New York State Department of Transportation (NYSDOT) Specification RCA. 3. The final plans must show a detail for the concrete curbing. 4. 1 recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future maintenance. If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, RE, Town Engineer From: Michaelis,Jessica Sent: Monday, November 28, 2022 8:27 AM To: Palmeri,Allison Subject: FW: Hard Corner Partners 53530 Main Road SCDHS approval Attachments: C-22-0156 PRELIMINARY APPROVAL.pdf For mail. Thank you, Jessica Michaelis, Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold,NY 11971 Phone: 631-765-1938 Email: Jessica f(dA,sr�utholdtownra rv. From: Robert Brown<rob@ribrownarchitect.com> Sent:Tuesday, November 22, 2022 10:45 AM To: Lanza, Heather<heather.lanza@town.southold.ny.us>; Cummings, Brian A. <brian.cummings@town.southold.ny.us>; Michaelis,Jessica <jessica.michaelis@town.southold.ny.us> Subject: Hard Corner Partners 53530 Main Road SCDHS approval Attached please find copy of the Health Department approval of the Hard Corner Partners project. Thanks, Rob Robert I. Brown Architect 205 Bay Avenue, Greenport, NY 11944 631-477-9752 x o ',)ribro1Arnarc1iitect cmg)rn ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. ROBERT I. BROWS ARCHITECT P.C. &bf 205 BAY AVENUE GREENPORT, NY 11944 P L 631-477-9752 FAx 631-477-0973 REQEIVED NOV9 o ifi6W To ;.,. Planning Board Transmittal Date: Nov 22, 2022 To: Heather Lanza Southold Town Planning Board Re: Hard Corner Partners, LLC 53530 Main Road, Southold,NY 11971 One (1) set of Plans A0, Al Ala, A2-A17 stamped and signed. Thank you, Robert I. Brown Architect, PC Southold Town Plannin Board Work Session -- November 7 2022— Pa e 2. Protect Name: Key Capture Site Plan Energy � � � �rgy Battery Storage SCTM#: 1000 5segRoad, Cutcho ue Description., Thsit plan is for the construction of a 60MW Lithium-Ion�Battery Energy Storage System and a new LIPA substation. The battery storage facility is comprised of 272 battery energy storage container units, 34 power conversion system units, a 1,000 sq, ft. point of interconnection building. The LIPA substation will require a 2.54-acre parcel to be created for LIPA ownership, and will contain a 392 sq ft. LIPA substation building, lightning masts and ±13 utility poles connecting to CR 48 by way of an access easement over Town of Southold land. The parcel is ±27 acres in the Lig _ gstrctCut h ue.µ� m Status: Pending _ .. Action: Review for Com leteness chments � - Atta .� Staff Reportrt �� ......... .....��.. _ .. ._ -. w ... Des cription: _.mmm .... ITITThis site SC MPoJect Name. Mixed Use� Location. 5353Q Route 25 Southold isfor the p.roposed mixed use' #c o, n1s..0tr0u..0_c-tio n4 1 ..�..— of a 2-story 4,983 sq. ft. building fronting NYS Route 25 with retail on the first floor and three Affordable Housing apartments on the second floor and 25 parking stalls;. and four 1,597 sq. ft. 55 and older rental units along Wells Avenue, all on 2 28 acres in the Hamlet Business Zoning District. Status: Pend' n Action: Review Revised Site Planet._.. Attachments. Staff Re ort_ Protect Name: Hard Corner Heart of Love � _ - Lane SCTM#: 1000-141-4-2, 141-4-3, Amended _ _ 141m-4-6.1 Locations p —, 245 Love Lane & 50 Pike Street Ma it k Description. Thismended Site Plan is for theproposed_ alteration and conversion of an existing ±16,500 gross sq. ft. commercial office building (with basement) to contain a 56 seat restaurant and two retail spaces on the first floor and two commercial spaces and an accessory apartment on the second floor, all on 0.784 acres in the HB Zoning District. �. Status: New Application Act" ._.. ..... ion: Review for Com letene _._.._ m,. .. I Attac me..nts: Staff Report _.. _.._..�...._.. � . .., .��. _. -....._ __.�... Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd Date November 7, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Hard Corner Southold Mixed Use Applicant: Hard Corner Partners, LLC Date of Submission: February 8, 2020 Tax Map Number: 61.4-1 Project Location: 53530 Main Road Hamlet: Southold Zoning District: HB — Hamlet Business II. Description of Project Type of Site Plan: Mixed Use Acreage of Project Site: 2.28 acres Building size 4,983 sq. ft. 1st floor 2,829 sq. ft. 2"d floor (7,812 gsf.) (4) 1,597 sq. ft. 55+ rental units This site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Site Plan packet Table of Contents: AO Key Map A10 Building 1 Second Floor Plan Al Site Plan General Al 1 Building 1 Roof Plan A2 Site Plan Utilities, Drainage, Sanitary Al2 Building 1 North and South Elevations A3 Site Plan Landscaping A13 Building 1 East and West Elevations A4 *Site Plan Cut and Fill A14 Buildings 2 — 5 Foundation Plan A5 *Truck Circulation Plan A15 Buildings 2 — 5 First Floor Plan A6 Site Plan Lighting 1 A16 Buildings 2 — 5 Roof Plan A7 Site Plan Lighting 2 A17 Buildings 2 — 5 Elevations A8 Building 1 Foundation Plan A9 Building 1 First Floor Plan III: Review: Obiect ve:November 7th work session is to analyze the revised site plans submitted September 29, 2022 to address Planning Board requirements from referral review, Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd referral comments from the NYSDOT and referral comments from the Town Engineer for comment. See "Staff Analysis" section below. The ur ose of the Hamlet Business HB District is to provide for business development in the hamlet central business areas, including retail, office and service uses, public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. IV: Analysis A. Existing: 1. Vacant 2.28 acre parcel; 2. Surrounding land: i. North: NYS Route 25 and Feather Hill opposite; ii. East: six Hamlet Business zoned lots, four with existing dwellings; iii. South: Wells Avenue and two R-40 zoned parcels; iv. West: three parcels, one HB zoned (Bank of America) and two R- 40 zoned lots (one owned by Presbyterian Church with existing barn, second is a single family dwelling; B. Proposed: 1. Main Road Mixed Use building 2- sto 7,812 gross s . ft. • 1st Floor: 4,983 gsf. Retail o Pursuant to Town Code §280-45(A)(7): Retail stores, up to a maximum of 6,000 total square feet of gross floor area in any building (excluding unfinished basement and attic areas), notwithstanding the provisions of the Bulk Schedule for Business, Office and Industrial Districts.[1]Such retail stores greater than 3,000 total square feet shall comply with the retail building standards for HB Districts listed below, in addition to the site plan requirements of this chapter. • 2"d Floor (2, 829 sq. ft.) three (3) Affordable Housing Apartments; o Two @ 938 gross sq. ft. i11AGF Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd o One @ 953 gross sq. ft. 2. Four (4) single family rental units (age-restricted 55-years and older) i. All four @ 1,597 sq. ft. each ii. PUGO System (or equal) I/A residential septic systems for each unit C. Staff Analysis: 1. §280-45(A)(7) Retail Stores between 3,OOOsf— 6,OOOsf (excluding unfinished basement and attic areas). Completed during referral review.. 2. Suffolk County Department of Health Services (SCDHS) approval is required. 3. SEQRA Assessment completed by Mark Terry, Assistant Town Planning Director; 4. NYSDOT correspondence: a Highway Work Permit is required to be obtained for the proposed work within the ROW; i. Staff: most DOT comments provided to applicant are standard; however, there is an item that specifies that the existing 4' wide sidewalk along Route 25 is required to be 5' wide. With exception of replacing the corner apron panels at Wells Avenue and to the east at the Private ROW, this sidewalk is proposed to remain in existing condition. The legal requirement is a five-foot wide passing area every 200' (the subject parcel is 147' wide at the Main Road) 5. To decrease area of disturbance on site, "mirror" the dwelling units (so that the garages are adjacent), and designing two shared driveways that would then split to each individual unit parking area and garage. This would further limit ground disturbance and decrease the number of proposed curb cuts to Wells Avenue. Submitted: yes; dwelling units #2 and #3 have been mirrored 6. Decrease area of disturbance and need for fill on site: the applicant shifted unit#3 forward by ±12' and unit#4 back ±8-10' which has effectively decreased the area disturbance within the limits as shown and maintains natural vegetation outside the area of disturbance Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd 7. Town Engineer Chapter 236 analysis provided during referral review, this revised plan has been referred to the Town Engineer's office and revisions are necessary. The Town Engineer reviewed Drawing Al dated March 10, 2021, last revised August 10, 2022, Drawing A2 dated October 29, 2021, last revised August 10, 2022, Drawing A3 dated October 29, 2021, last revised September 21, 2022, and Drawing A4 dated October 29, 2021, last revised September 21, 2022, of the Site Plan for the Hard Corner Partners LLC Mixed Use development prepared by Robert I. Brown, R.A.. Please have the applicant submit revised plans that address the following: i. The area to be filled and the location of the silt fence are all slightly different on the drawings included on Drawing A3 and Drawing A4. Resolve these discrepancies. ii. Zone 1 drainage calculations show two leaching pools provided but only one is depicted on the plan. Resolve this discrepancy. iii. Provide a detail for the driveway trench drains. iv. The leaching pool detail shows a 10' diameter structure while the calculations reference 8' diameter structures. Resolve this discrepancy. v. I recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future maintenance. vi. The final plans must include a paving detail that is clearly labeled. Item numbers are not acceptable. vii. The final plans must show details for the concrete curbing and concrete pads. viii. The final plans must show details for the construction entrances, concrete washout areas and soil stockpile areas. 8. Exterior Lighting pursuant to Southold Town Code §172 : Fifty-Eight (58) fixtures proposed i. All fixtures are 3000K or less ii. All foot candle values on the photometric plan have been provided at less than the Code maximum of 5.0fc on site; 4-1 A Cr Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd iii. All foot candle values are provided at or less than the Code maximum of 0.05fc along Public R.O.W; iv. Total Lumens provided at 26,061 (max = 57,000; 45%) v. Lumens Maximum Permitted: 57,000 lumens (2.28ac X 25,000 lumens per acre) 9. Use Certification from the Building Department: request was sent by staff on October 26, 2022 H. Items to Consider and Next Steps: 1) Provide feedback on the revised site plan submitted; 2) Obtain outside permits including NYSDOT, SCDHS 3) Consider 280-131(K) Guaranty of performance. (1) Public improvements. A guaranty of performance may be required for all public improvements as part of the conditions of approval. If a guaranty of performance is required, the provisions of Article IX, Bonds and Other Security,[2]shall apply. (2) Other on-site improvements, including, but not limited to, securing the property, buffers, landscaping and/or screening. A guaranty of performance may be required in an amount to be determined by the Planning Board for the estimated value of on-site improvements as part of the conditions of approval under the following circumstances: Staff: Some level of performance bond is required and should include any off-site improvements required by the Board, and, at a minimum, enough funds to take the necessary steps to secure or restore the site (e.g. security fence) and prevent erosion and runoff, and any other hold-over measures should there be a failure on the part of the applicant to complete the project. 4) Require at least five (5) prints of a revised site plan to be submitted including the seal, stamp and signature of the NYS licensed professional designing the plan. 5) Distribute revised site plan to Town Engineer pursuant to Chapter 236; 6) Consideration of potential conditions: 1 ]1AGE Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd (i) Wildlife sweeps for Eastern Box Turtles and/or Northern Long Eared bat during construction phasing; (ii) Notation on the site plan that all trees shown will be saved. (iii) Non-disturbance buffers to retain not only trees but other vegetation as well with the ability to remove invasive vines and other noxious plants; (iv)Year-round leasing of the four rental units (not for short-term or vacation rentals) (v) No Left Turn egress for commercial vehicles and deliveries (vi)All exterior signage not approved with the site plan will be required to received Planning Board approval (vii) All parking must be provided on site, no overflow parking is permitted on Wells Avenue or NYS Route 25 At SCOTT A. RUSSELL �� yat MICHAEL M. COLLINS, P.E. SUPERVISOR 'w= TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD F TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631 -765—1560 Fax (631) 765 9015 r11d C:,Y„lq 9 (01:q ., i rt'1'Q WN,MAM 11NI)'`1 tl*. OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings October 28, 2022 Planner Southold Town Planning Department RECEIVED 54375 Main Road . . _ . Southold, New York 11971 [�LO C, 2 8 2022 aaq'k n Re: Hard Corner Southold Mixed Use Planning Board SCTM #: 1000 — 61. — 04 — 1 Dear Mr. Cummings: As per a request from your office, I have reviewed Drawing Al dated March 10, 2021, last revised August 10, 2022, Drawing A2 dated October 29, 2021, last revised August 10, 2022, Drawing A3 dated October 29, 2021, last revised September 21, 2022, and Drawing A4 dated October 29, 2021, last revised September 21, 2022, of the Site Plan for the Hard Corner Partners LLC Mixed Use development prepared by Robert I. Brown, R.A.. Please have the applicant submit revised plans that address the following: 1. The area to be filled and the location of the silt fence are all slightly different on the drawings included on Drawing A3 and Drawing A4. Resolve these discrepancies. 2. Zone 1 drainage calculations show two leaching pools provided but only one is depicted on the plan. Resolve this discrepancy. 3. Provide a detail for the driveway trench drains. 4. The leaching pool detail shows a 10' diameter structure while the calculations reference 8' diameter structures. Resolve this discrepancy. 5. 1 recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future maintenance. 6. The final plans must include a paving detail that is clearly labeled. Item numbers are not acceptable. 7. The final plans must show details for the concrete curbing and concrete pads. 8. The final plans must show details for the construction entrances, concrete washout areas and soil stockpile areas. If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, P.E. Town Engineer OFFICE LOCATION: „� MAILING ADDRESS: Town Hall Annexe P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planner Date: October 26, 2022 Re: Use Certification Site Plan for Hard Corner Southold Mixed Use 53530 Main Road, Southold SCTM#1000-61.-4-1 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This site plan is for the proposed mixed-use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Your certification is requested by November 16 2022. If this date is not feasible, please contact this office directly. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: �22Z, 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 Ue PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planner Date: October 26, 2022 Re: Site Plan for Hard Corner Southold Mixed Use Application Name: Hard Corner Southold Mixed Use Tax Map Number: 1000-61.4-1 Location: 53530 Main Road, Southold Type of Application: Sketch Subdivision Map (Dated; ) Preliminary Subdivision Map (Dated: Final Subdivision Map (Dated:. Road Profiles (Dated: b Grading and Drainage Plans (Dated: �) Other (Dated: ) Site Plan (Dated: Revised/Amended Site Plan (Dated: 9/21/22 ) Grading and Drainage Plans (Dated:��) Other (AS BUILT) (Dated: _ Protect Description: This site plan is for the proposed mixed-use construction of a 2- story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Your comments are appreciated as soon as possible. Thank you for your cooperation. NEWYORK Department of KATHY GO CHUoI STATE OF OPPORTUNITY. Transportation r7 1 ` {i n THERESE DOMINGUEZ Commissioner RECEIVEDRICHARD B.CAUSIN P.E. .A d 2. .2. Regional Director October 05, 20224 1IIan Mr. Robert I. Brown Planning Board Robert I. Brown Architect, P.C. 205 Bay Ave. Greenport NY Submission: Wednesday, Aug 31, 2022 53530 Main Road Southold, NY 11971 SCTM# 1000-06100-0400-001000 NYSDOT Case No. 100565 Dear Mr. Brown, This is regarding the plans for the referenced project which were submitted to us for review along with your application for a NYSDOT Highway Work Permit. Prior to approval of site work within the State right-of-way (ROW) and issuance of a NYSDOT Highway Work Permit, the following items must be addressed: 1. Add Permit Case Number in the plans, near title block. 2. Plans shall be no larger than 11x17, with legible font size. 3. Show legend for symbols and line types used in plans. 4. Show and label all existing conditions along the State highway, such as property lines, sidewalk, curb, pavement markings, utilities, drainage structures and other appurtenances. Add applicable dimensions. 5. Show all existing and proposed traffic signs (including text and MUTCD number). Indicate if any signs need replacement or relocation. 6. Show restoration details for features that may be disturbed due to contractor's operations e.g. pavement, curb, sidewalk, and pedestrian ramps, etc. All work in the State Right of Way shall be ADA compliant and referenced to NYSDOT specifications, item numbers and Standard Sheets. 7. All drainage must be contained on site; we do not allow runoff from private property onto public roads. Indicate ground water table. Include drainage calculations in plans and provide details for proposed retention system verifying that all drainage is contained onsite. 50 Wolf Road,Albany,NY 12232 1 www.dot.ny.gov 8. Please certify that the sidewalk meets NYSDOT ADA requirements. If not, install new sidewalk along the site frontage. Sidewalks shall be minimum 5'wide. Indicate length and location of the new sidewalk on plans. Refer to NYSDOT Standard Sheet 608-01 for applicable details. 9. Align new sidewalk from Wells Ave. for the maximum possible distance away from the tree at corner. 10.At SE corner of Wells Avenue and NY25, label the existing pedestrian curb ramp, or if replaced label the new curb ramp type and options selected for detectable warning, flares, and possible ramp back in accordance with NYSDOT Standard Sheets 608. 11.Provide proposed curb type, standard detail and notes according to NYSDOT standard sheet 609-03. 12.Provide landscape plans with native plants. Include the genus & species of all proposed plantings. Include the caliper size of all trees proposed. Show protection plans for existing trees along the state ROW 13.Provide two (2) street trees between curb and sidewalk. Space (1) between existing trees & (1) between east property line & east tree. 14.Provide Erosion and Sediment control plans in accordance with Standard Sheets 209. 15.A Work Zone Traffic Control plan must be provided for work in the right of way, in accordance with National Manual of Uniform Traffic Control Devices along with NYS Supplement (MUTCD). The plan must include a note: 'All lanes must be open to traffic before 10 AM and after 3 PM. No lane closings are permitted on weekends or holidays. Nighttime lane closings will not be permitted without prior approval from the State Permit Inspector'. 16.We recommend that survey markers be installed at the property limits along the State highway frontage and ROW markers at any intermediary turning points in accordance with NYSDOT Standard Sheet 625. Please include the appropriate detail and show locations of survey markers and reference markers on the plans. 17.Label any utilities proposed within the State Right of Way as; 'By others, under separate Utility Highway Work Permit from NYSDOT'. This label should be added where proposed utility work is shown in the plans 18.Provide a list of all NYSDOT item numbers to be used within the State Right of Way. 19.Add following notes to the plans, together in one group. a. Before construction, the contractor shall coordinate with State Permit Engineer regarding appropriate location for snow stakes sleeves. b. After construction, sidewalks and ramps must be evaluated for compliance with current ADA standards. The permittee or his designated "designer of record" shall field verify that the pedestrian features (ramps, sidewalk, etc.) were constructed to current ADA standards outlined in NYSDOT Specs Section 608 and related Standard Sheets. Submit required documentation to the State Permit Engineer before the work can be accepted as complete and the permit be closed. The features that do not comply with ADA requirements upon completion will require removal and reconstruction. C. The contractor shall clean existing drainage basins along and immediately adjacent to the NY site frontage during and after construction as ordered by the State engineer. d. Repair existing shoulder, sidewalk and curbing as ordered by State Engineer. e. Any sidewalk panels or connecting pavement that have settled with a greater than '/4" lip or crack over 1/2" wide shall be replaced to meet ADA requirements. f. Running slope of the driveway within the Right of Way shall not exceed 6%. g. Construction materials and equipment should be removed from the NYSDOT ROW at the end of each workday. Materials allowed to remain on site must be stored outside the vehicle clear zone. h. Removal of the existing concrete curb should be done from the back side to minimize any damage to the existing pavement. This involves pulling the curb out from the back and pouring new curb up against the existing pavement. L All new or relocated signposts must be installed in PVC sleeves. j. Snow storage strip and sidewalk restoration must match the ones in the neighborhood or enhance the aesthetic value. k. Pavement restoration shall be in kind. Composite pavement restoration shall be taken to existing longitudinal joint. If any damage occurs to concrete panel, the contactor will be responsible to replace the whole panel. I. Minimum width of asphalt restoration should be 4' for proper compaction. Add 1 ft overcut for top course. M. All cold joints to be sealed with hot applied sealant. n. Tack coat is required between all lifts and joints, regardless of when placed. o. Composite pavement restoration shall be in accordance with the current Regional Pavement Repair Guide Sheets. p. NYSDOT General Roadside Seed Mix shall be used for all grass restoration. q. Approved items can be verified at www,dot.n1 ov/PIC. Standard Sheets are available at; Standard Sheets IDS C rsto ua®r EDY.govj. For more info, please go to www.dot.n . ov/ ermits r. Any utility work proposed in State Highway right-of-way will require separate application and submission of restoration plans. Follow the guidelines of our utility handbook, Blue Book titled, `Requirements for The Design and Construction of Underground Utility Installations Within the State Highway Right-Of-Way'. The applicant should contact Mr. Diego Aucacama (631-727-1731, i eqo.aLi gaga ma ot.r7, v) for further directions regarding Utility Highway Work Permit (HWP) applications. The utility HWP issuance is subject to issuance of the HWP required for site work. S. All proposed road improvements detailed in the Site Plans must comply with the latest versions of AASHTO, ADA, National Manual of Uniform Traffic Control with the NYS Supplement (MUTCD), NYSDOT Highway Design Manual, and the Policy and Standards for The Design of Entrances to State Highways (`Driveway Design Policy'). Road improvement plans must provide all appropriate NYSDOT Standard Details and NYSDOT Standard Item Numbers. There may be more comments when detailed plans are submitted for our review. Please submit revised plans, and a response letter. We need one paper and an electronic copy of each of these items in PDF format. All documents should be combined into a single PDF file. The response letter shall state how, and where in the plans, the above comments are addressed, item by item. Review of the subject project is being coordinated by Mr. Mohammad R Islam (631-952- 6022, Mohanimad.islam dot.nyA ). Please send all correspondence to his attention. Refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, Olumuyowa Fajolu, PE Permits Section Manager Traffic Safety and Mobility OF:MI:SJ:me CC: Town of Southold Ms. Heather Lanza, Planning Director Mr. Roger Tabor, Deputy Superintendent of Highways Mr. Michael J. Verity, Chief Building Inspector. ARC'S 205 BAYAVENUE GREEN PORT, NY11944 RECEIVE 6 1- 2 FAX 6 1- 0c 3 477-975 3 477- )73 �a E P . into i"tbrg-w n-arrcblt ct.c_ 1 oLFtF6-@own Planning Board Ca .-4-1 d Transmittal Date: Sept. 23, 2022 To: Brian Cummings Town of Southold Planning Board Re: Hard Corner Partners LLC 53530 Main Road, Southold, NY As per your request, attached are seven (7) sets of the Ste Plan for 53530 Main Road including as follows: AO—A17 inclusive. Please contact me if you have any questions. Thank you for your attention to this matter. Thank you, 1 Robert I. Brown Architect, PC Cc: Charles Salice RECEIVED ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY 11944 JUL 12 2022 631-477-9752 FAX 631-477-0973 Southold,Town infooribrownarchitect.com Planning Board Transmittal Date: July 12, 2022 To:, Brian Cummings Town of Southold Planning Board Re: Hard Corner Partners LLC 53530 Main Road, Southold, NY ,As per your request, attached are five (51 sets of the Ste Plan for 53530 Main Road including as follows: AO—A17 inclusive. Please.contact me if you have any questions. Thank you for your attention to this matter. Thank you, Robert I. Brown Architect, PC Cc: Charles Salice OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®� so P.O. Box 1179 54375 State Route 25 ®�� ®� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY .per Telephone: 631 765-1938 www.southoldtownny.gov COUNTV,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Mara Cerezo & Brian Cummings, Planners Date:, July 27, 2022 Re: Site Plan for Hard Corner Southold Mixed Use Application Name: Hard Corner Southold Mixed Use Tax Map Number: 1000-61.4-1 Location: 53530 Main Road, Southold 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: ) Revised/Amended Site Plan (Dated: 5/25/22 ) Grading and Drainage Plans (Dated: ) Other (AS BUILT) (Dated: ) Proiect Description: This site plan is for the proposed mixed-use construction of a 2- story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Your comments are appreciated as soon as possible. Thank you for your cooperation. The ENB SEQRA Notice Publication Form-Please check all that apply Deadline:Notices must be received by 6 p.m.Wednesday to appear in the following Wednesday's ENB ✓�Negative Declaration-Type I Draft EIS with Public Hearing Conditioned Negative Declaration Generic Supplemental Positive Declaration F p El Final EIS ❑ Draft h Public Scopmg Session(optional) =..Generic QFinal Scope ❑ Supplemental Suffolk Southold Town Planning Board DEC Region# 1 County: Lead Agency: Project Title: Hard Corner Southold Mixed Use SCTM# 1000-61-4-1 Brief Project Description: The action involves . . . This site plan is for the proposed mixed-use construction of a 2-story 7,812 gross sq.ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three(3)affordable housing apartments totaling 2,829 gross sq.ft. on the second floor and 30 parking stalls; and four(4) 1,597 sq. ft. residential rental units(reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB)Zoning District. Project Location(include street address/municipality): Contact Person: Mark Terry,Assistant Town Planning Director .Southold NY 11971 Address: 54375 State Route 25._, City: So State: Zip:� „ 631-765-1938 mark.terry@town.southold.ny.us Phone: _... Fax: E-mail: ........� For Conditioned Negative Declaration/Draft Scope/Draft EIS: Public Comment Period ends: For Public Hearing or Scoping Session: Date: / / Time: am/pm Location: A hard copy of the Draft Scope/Final Scope/DEIS/FEIS is available at the following locations: The online version of the Draft Scope/Final Scope/DEIS/FEIS is available at the following publically accessible web site: For Conditioned Negative Declaration: In summary,conditions include: ENB Form January 2019 OFFICE LOCATION: � � y MAILING ADDRESS: Town Hall Annex „' P.O. Box 1179 54375 State Route 25 �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) y Southold, NY Telephone: 631 765-1938 www.southoldtowirmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 12, 2022 Mr. Robert Brown 205 Bay Avenue Greenport, NY 11944 Re: SEAR Determination — Hard Corner Southold Mixed Use 53530 NYS Route 25, Southold SCTM#1000-61.4-1 Zoning District: Hamlet Business — HB Dear Mr. Brown: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 11, 2022: WHEREAS, this site plan is for the proposed mixed-use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District; and WHEREAS, on April 5, 2021, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action was a Type I Action; and WHEREAS, the Planning Board performed a coordinated review of this Type I Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act; be it therefore RESOLVED, that the Southold Town Planning Board hereby declares Lead Agency status for the SEQRA review of this Type I Action; and be it further RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. Hard Corner Southold Page 2 April 12, 2022 Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encls. 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 co I w� Sta ING H FF eview R%M'i NEGATIVE DECLARATION Hard Corner Southold Mixed Use Project Number: SCTM# 1000-61-4-1 Date: April 11,2022 The Town of Southold Planning Board as lead agency has determined that the proposed action described below will not have a significant adverse impact on the environment. This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Conservation Law. Name of Action: Hard Corner Southold Mixed Use Location: 53530 Main Road, Southold,New York SEQR Status: Type 1 X Unlisted Scoping: No X Yes_ If yes, indicate how scoping will be conducted: Description of Action: This site plan is for the proposed mixed-use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB)Zoning District. Reasons Supporting This Determination: 1. Impact on Land The parcel is zoned Hamlet Business (HB). The purpose of the district is defined as: The purpose of the Hamlet Business (HB) District is to provide for business development in the hamlet central business areas, including retail, office and Southold Town Planning Page 12 pol l l 2022 service uses,public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area Surrounding land uses include: NYS Route 25 and Feather Hill to the north, six HB zoned lots, four with existing dwellings to the east, Wells Avenue and two R-40 zoned parcels to the south and three parcels, one HB zoned(Bank of America) and two R-40 zoned lots (one owned by Presbyterian Church with existing barn and the second is a single-family dwelling to the west. The proposed mixed-use in the HB zone does not conflict with the Zoning District or surrounding uses. The proposed action requires a zoning variance to construct five buildings on the 99,208 s. f. parcel. The Southold Town bulk schedule for the HB Zoning District requires 20,000 s. f. per building. On August 6, 2020 the Southold Town Zoning Board of Appeals granted a variance with the following conditions: 1) The Planning Board, declares lead Agency and as such finds that the proposed action, as applied for to this Board, will have no significant or moderate adverse environmental impacts and issues a Negative Determination of Environmental Significance ("Negative Declaration)'pursuant to Part 617 of State regulations issued pursuant to Article 8 the State Environmental Quality Review Act of the Environmental Law issues a "Negative Declaration". 2) The units labeled as affordable rental apartments shall be rented to an individual who registers on the Town of Southold's affordable housing registry. 3) That the proposed uses and improvements receive Site Plan Approval by the Town of Southold Planning Board. Site topography slopes towards Town Creek. The land area once was connected to Town Creek and has since been fragmented by a road. A Cut and Fill Plan has been submitted that indicates the areas that would need to be excavated and filled to construct the single-family residences. The area is not extensive and a total of 2,962 CY are proposed to be transferred on site with an additional 100 CY from an outside source. Adverse impacts on land are expected to be low. 2. Impact on Geological Features The proposed project site does not contain nor is it adjacent to any unique geologic features. 3. Impacts on Surface Water The NYSDEC Environmental Mapper was consulted and no regulated wetland systems were identified. Town Creek, a tidal wetland is located to the south. The parcel is part of the Town Creek watershed. Southold Town 1jji nuts Board Page 13 ,priI ID 1 The distance from surface water and landform will not allow surface flow to reach Town Creek. On site storm water runoff will be contained on-site pursuant to Chapter 236 Storm Water runoff of the Southold Town Code. Adverse impacts to surface waters are expected to be low. 4. Impact on Groundwater 1. Water Supply: The parcel is located over the Nassau—Suffolk Sole Source aquifer and not within a Special Groundwater Protection Area(SPGA). Two test holes were sampled on-site, Test Hole 1 encountered water at 29' below the surface and Test Hole 2 did not encounter water at 17'. Water supply is proposed to be from an existing 3/4 inch public water main located in NYS Route 25. It is estimated that the affordable apartments would use approximately 450 GPD of water,the dry retail space 150 GPD and the 55 and older age restricted units 600 GPD for a total water usage of 1200 GPD. The total allocated GPD on the parcel based upon 2.28 acres is 1,368 GPD. The proposed uses do not exceed the density calculation. It is expected that the water supply will be sufficient to serve the proposed uses. A total area of 28,471 sq. ft. is proposed to be landscaped and irrigated at a rate of 10gpm with an estimated watering time of 1800 minutes using 18,000 gallons per week. To mitigate water use, rain sensors are recommended on the irrigation system. To minimize nutrient and pesticide loading into groundwater, the Planning Board will require the following best management practices for landscaped areas on fertilizer and pesticides as recommended by the LWRP CCR. a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application,with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 St and April 1 St. e. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Adverse impacts to ground water are expected to be low. Southold Town Pla iiiin g Board P _(�J_4 AM I H 1.2022 , 2. Sanitary Disposal: The subject site is located within Suffolk County Department of Health Services (SCDHS) Groundwater Management Zone IV, which according to Article VI of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day (gpd)per acre in areas served by public water. The proposed action will not exceed the maximum density identified in Article VI of the Suffolk County Sanitary Code. The largest potential for impacts on surface and groundwaters result from the nitrogen(N) inputs from atmospheric deposition and sanitary systems in unsewered areas. The Environmental Protection Agency (EPA) and SCDOH standards have adopted the 10 mg/L standards as the maximum contaminant level (MCL) for nitrate-nitrogen and 1 mg/L for nitrite-nitrogen for regulated public drinking water systems. Due to the potential impact from sanitary waste to ground and surface water quality from nitrogen resulting from the project,the treating (reduction) of total nitrogen in effluent equal to or greater than 60 percent over conventional systems levels (around 19mg/L) is required to mitigate such impacts. This treatment level would require the installation of Innovative and Alternative Onsite Wastewater Treatment Systems through Article 19 of the Suffolk County Sanitary Code now available for use. The applicant has identified a PUGO Sanitary Waste System or similar A/I system for the three affordable apartments, retail use and four age restricted units. The systems will reduce total nitrogen loading to groundwater. The adverse impacts from sanitary waste disposal on groundwater quality are expected to be low. 5. Impact on Flooding The parcel is not located within a mapped flood zone (Suffolk County GIS Viewer). Adverse impacts to structures from flooding are expected to none to low. SLOSH mapping indicates that the parcel will not be impacted from hurricanes. 6. Impacts on Air Air pollution can harm human health, and damage elements of the ecosystem. Exposure to air pollution is associated with numerous effects on human health, including pulmonary, cardiac, vascular, and neurological impairments.No significant emissions from the use are proposed. The movements of vehicles on site are capable of causing low levels of fugitive dust during construction of the buildings. Once the site is developed, fugitive dust generated from the project is expected to be periodic and low. Adverse impacts on air as a result of this action are expected to be low. Southold Town Piannin Board Pa e 15 Aprii l i,_2022 7. Impacts on Plants and Animals In 1962 the majority of the parcel was cleared of vegetation. From that time period forward the parcel was colonized with trees and other vegetation. The parcel is not located within a New York State Department of State Significant Fish and Wildlife Habitat Area.Native trees on the parcel are comprised of oak, locust, cedar, black walnut and maple trees that will be partially cleared for development. Existing trees with a caliper of 6"vegetation will be retained outside of cleared areas in the north, east and south of the parcel forming buffers to adjacent properties. The invasive species tree species Tree of Heaven and Norway Maple also occur on site. The understory is indicative of disturbed lands. The proposed landscape cover is 67.7 percent of the total parcel area. The NYSDEC Environmental Resource Mapper and EAF Mapper were consulted and no protected plants or animals nor associated habitats were identified. No significant removal or destruction of large quantities of vegetation(equal to or greater than 10 acres) would occur as a result of this action. Rare Plants and Animal Area The NYSDEC Environmental Resource Mapper indicates that the parcel is not included in the Rare Plants and Animals Area check zone or other designation. Wildlife on-site is expected to be the species indicative to a neighborhood setting including the eastern box turtle, birds and small mammals. The use of the subject parcel by the eastern box turtle (Terrapene Carolina), a NYS species of special concern is likely. It is recommended that the applicant contact the New York Natural Heritage program to obtain more current and detailed information about species occurrence. The northern long-eared bat(NLEB) (Myotis Septentrionalis) a species listed as threatened by both New York State and the US Fish& Wildlife Service may occur on-site. It is further recommended that the applicant contact Ms. Michelle Gibbons at the NYSDEC Regional Office 631-444-0306 to determine possible occurrence and discuss any additional regulations pertaining to the species. With assessment and management protocols in place for the species mentioned above, moderate to large adverse impacts to existing plants and animals are expected to be low. 8. Impact on Agricultural Resources Soils on site consist of Riverhead Haven soils, and Haven Loam 0-2 percent slopes (prime) and Plymouth Loamy Sand 8-15 percent slopes (state wide importance) in the rear of the parcel, The parcel is wooded and not farmed. Prior to developing into woodland,the parcel was improved with a residence in the 19t" Century and mostly cleared.. Adverse impacts on agricultural soils/resources are expected to be none. Southold Town Planning card Page 6 April 11,2022 � 11nu hh ,;ry f'„r„ Q ✓ �i I� ��i� r 1 fIV v i �G Figure 1. Subject parcel cleared with single family residence. Flood zone is shown in green. 9. Impacts on Cultural/Archeological Resources The parcel is contiguous The Southold Historic District located to the west of the parcel across Wells Avenue. To the northeast of the parcel is the Southold Free Library (former Southold Savings Bank)built in 1891 and a candidate listing National Register of Historic Places. The Henry W. Price building located to the east on Main Road is a National Register listed site. The Hamlet of Southold contains numerous historic structures that define the streetscape character. The application was coordinated with(The NYS Cultural Resource Information System (CRIS)) and a response was sent June 21, 2021. The Technical Services Unit has no concerns with work proposed. Concerning archeology on site, the OPRHP did recommend a Phase 1 A/1 B archeological survey where ground disturbance will occur. In their September 27, 2021 Work Session the Planning Board determined that due to the location, elevations and past disturbance they would not require a lA/1B archeological survey. The parcel itself is not identified as an area designated as sensitive for archeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory (The NYS Cultural Resource Information System(CRIS)). Adverse impacts on cultural/archeological resources are currently unknown and expected to be low. Southold'E n P1 Page 17 tariI 11,_ 022 10. Impacts on Aesthetic Resources The parcel (project site) is directly south of, and visible from NYS Route 25, a New York State Designated Scenic Byway. The proposed front building along NYS Route 25 extends the retail use to the west within the Hamlet of Southold. A shopping center with retail and service uses is located across NYS Route 25 from the parcel. Parking is proposed in the rear of the retail building to maintain community character. As indicated above the Hamlet of Southold contains numerous historical structures that define the streetscape. The proposed buildings do not conflict with the setting. It is recommended however,that historical architecture and lighting are incorporated within the design to retain the community character. Adverse impacts to aesthetic resources are expected to be low. 11. Impact on Open Space and Recreation The parcel does not currently offer public recreational opportunities. 12. Impact on Critical Environmental Areas The parcel is within the listed Critical Environmental Area; Peconic Bay and Environs. Adverse impacts to the area are expected to be low. There is no direct hydrological surface connection with Town Creek, a tributary of Peconic Bay located to the southeast of the parcel. Subsurface flow through an earth berm that was built prior to 1962 is expected to occur. The impact of the subsurface flow in relation to water quality is expected to be low. 13. Impact on Transportation A ji��increase in vehicle trip generation or patterns over existing conditions on NYS Route 25 and Wells Avenue is not expected. The retail uses and 7 residential units will generate additional vehicle trips on Wells Avenue. The Bch ITE Trip Generation manual estimates a total of 10 daily vehicle trips for the 3 affordable apartments and 15 daily trips for the four 55-year-old age restricted apartments for a total of 25 daily trips. The daily trips for the retail uses can be assessed using an average trip generation for weekday of representative uses that occur in the area. These calculations assume that the total 4,983 s. f. would be committed to one use. Calculated Daily Trips Per Example Use Apparel Store (325) Hardware Store (251) Walk-in Bank (767) Clinic (38) Medical/Dentist Office (44) Southold n P� rr it ar a�il L1, m It is assumed that the calculated daily trip data was sampled for areas with larger populations and gross floor areas per use that occur in the Hamlet of Southold. A reduction in the daily trips would add a greater level of accuracy to the assessment as summarized below. The average daily trips for the above sample uses are 285. If the average is quartered or halved,the rates would be: Twenty-five percent= 71.25 Fifty percent= 142.50 Using this method, it is expected that the representative daily vehicle trips could range between 71 and 142 depending on the use. Extrapolated to 50 percent in and 50 percent out the estimated daily vehicle trips could be between 35 and 71 accessing the retail building. Office use would be much lower than the above retail estimates. Access to the parcel is achieved from NYS Route 25 (Arterial road) and Wells Avenue an unlined collector road. A stop bar and double yellow line extend from NYS Route 25 partially up the road. Impacts on Wells Avenue from vehicles entering and exiting the site would be primarily limited to the distance from NYS Route 25 and the retail building curb cut. Road improvements in this section may be necessary to accommodate the increase in traffic. Line of sight for vehicles exiting Wells Avenue at the intersection of NYS Route 25 is adequate to the east and west. The S-92 Bus stop is located in the front of the parcel and the Feather Hill complex property across the street. Parking on NYS Route 25 is not permitted along the entire frontage of the parcel. Parking requirements for building 1 which includes the 3 one-bedroom affordable apartments and 4,983.9 s. f. of retail space is 30 spaces. A total of 30 spaces are provided. Parking for buildings 2 -5 which contain four age restricted housing units in the rear of the parcel will be on-site with four separate driveways accessed from Wells Avenue. Wells Avenue is a narrow road and on-street parking should be prohibited with signage for the length of the parcel. Pedestrian infrastructure is adequate in front of the parcel along NYS Route 25 with an existing concrete sidewalk. Sidewalks from the existing to the proposed building will be installed. There are no sidewalks on Wells Avenue and the applicant proposes to install one ending at Building 5 single family residence. Safe pedestrian access will be achieved through the construction of the sidewalk. Adverse impacts to transportation are expected to be low. Southold Town Plannine hoard ` g .1 E 1� 2022 14. Impact on Energy Energy use is expected to be indicative of commercial and residential use. Both uses must meet dark sky requirements for exterior lighting.Natural gas is shown under Wells Avenue and service is proposed for buildings 2 to 5. A significant increase in energy use is not expected. 15. Impact on Noise, Odor, and Light Noise currently results from normal activities associated with the use on-site.Noise resulting from the construction is expected to be short term in duration and periodic.Noise from the operation of the facility is not expected to adversely affect receptors. Odors capable of affecting the quality of life or health of employees from the construction or operation of the proposed action are not expected. A Lighting Study plan has been submitted. Lighting on site will comply with Chapter 172 which preserves the night sky and minimizes light trespass over property boundaries. Lighting, Outdoor in the Southold Town Code and will not adversely impact adjacent properties or the night sky. Adverse impacts on noise, odor, and light are expected to be low. 16. Impact on Human Health No substantial hazard to human health is expected to occur as a result of this proposed action. Adverse impacts to human health are expected to be low. 17. Consistency with Community Plans The parcel is located in Long Island North Shore Heritage Area, a Regional Special Planning District designed to organize people,places and connections into a comprehensive and understandable approach. The proposed action is not inconsistent with the plan. The action complies with the Southold Town Code and is not in significant conflict with the Southold Town Farm and Farmland Protection Strategy (2000) and Community Preservation Project Plan(2016 update) and the Southold Town Comprehensive Plan (2020). Safe and affordable housing is vital to a community's stability and growth. Increasing the amount of affordable housing to help sustain its year-round residents is a goal of the Town. Chapter 8 Housing with the primary goal of creating more affordable housing. Objective 1.2 Encourage the development of new, diversified housing to help meet the needs of current year-round residents, including senior citizens, and local workers fully supports the proposed action. Further the Southold Stakeholders created the following vision for Southold hamlet: Maintain and enhance our community's "sense ofplace" and our residential, rural, and historic character by encouraging mixed, small-scale, commercial and residential Southold ToNyi1 Pl,ac nino BoaiA lea e I 10 April _l2 development in our hamlet center; maintaining the viability of our Main Street as a business district for local entrepreneurs;promoting diverse housing types in our HALO zone (aka the Hamlet Locus Zone, an area surrounding and including the hamlet centers); and ensuring that density within these two districts is carefully balanced with the preservation offarmland and open space outside their boundaries (Southold Comprehensive Plan 2020, Land Use and Zoning Chapter Page 49) The proposed action is located within the Southold Hamlet Center on a Hamlet Business zoned parcel with pedestrian infrastructure proposed, close proximity to public transportation and commercial businesses that could provide jobs for tenants. Further,the action was recommended as Consistent with the Town of Southold Local Waterfront Revitalization Program Policies in an August 27, 2020 memorandum. Adverse impacts of the proposed action on the consistency of community plans are expected to be low. 18. Consistency with Community Character The character of the community is established by surrounding, existing commercial and residential uses with historic features. The architecture of the proposed buildings is not discordant with existing community character,however,the use of historic elements in design is encouraged to retain the character of the Hamlet Center. The 3 affordable apartments in building 1 could house school aged children that would attend Southold Union Free School District. The 55 year and older restricted apartments are not expected to house school-aged children. The adverse impact on schools is expected to be low. The Southold Volunteer Fire Department and Southold Police Department service the area. Although demand for fire and police services will increase from the proposal on a periodic basis,the increase in services is not expected to be moderate to large. The proposal is not significantly inconsistent with the community character of the area. For Further Information: Contact Person: Mark Terry, AICP, Assistant Town Planning Director Address: P.O. Box 1179, 5309 State Road 25, Southold,New York 11971 Telephone Number: 631-765-1938 Agency Use Only �IfApplicablel Project: IHard Comers Mixed Use Date: F1 11 2022 Full Environmental Assessment Form Part 3-Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. • The assessment should take into consideration any design element or project changes. • Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse environmental impacts will result. • Attach additional sheets,as needed. See Environmental Assessment Report prepared by Planning Board dated April 11,2022. Determination of Significance-Type 1 and Unlisted Actions SEQR Status: ❑ Type 1 ❑✓ Unlisted Identify portions of EAF completed for this Project: ❑✓ Part 1 ❑✓ Part 2 Part 3 Upon review of the information recorded on this EAF,as noted,plus this additional support information E:virqnMental 8-;Ase srnent Ren E y Plannino k C dam' _...,,. ........ and considering both the magnitude and importance of each identified potential impact,it is the conclusion of the as lead agency that: ❑✓ A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. ❑ B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617.d). ❑ C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. Name of Action: Hard Corner Mixed Use Name of Lead Agency: Town of Southold Planning Board Name of Responsible Officer in Lead Agency: Donald Wilcenski,Chairman Title of Responsible Officer: Same _................. ......... _ _ �..........._ _.. __. Signature of Responsible Officer in Lead Agency: �- ¢ Date: April 12 2022 ........... ..... _. Signature of Preparer(if different from Responsible Officer) ' Date: April 12,2022 For Further Information: Contact Person: Mark Terry,Assistant Town Planning Director Address: P.O.Box 1179,53095 Main Road,Southold,NY 11971 Telephone Number:631-765-1938 E-mail: Mark.Terry@town.southold.ny.us For Type 1 Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town/City/Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: 'ht ://w ;vv d c,..ny ovletiW nb.html PRINT FULL FORM Page 2 of 2 Southold Town Planning Board,Work Session- March 28, 2022--Pa ge-3 0 'Project Name: HA.ard Corner Southold Mixed Use SCTM#: 1000-61-4-1 Location: 53530 Route 25, Southold Description: This site plan is for the proposed mixed use construction of a 2-story 4,983 sq. ft. building fronting NYS Route 25 with retail on the first floor and three Affordable Housing apartments on the second floor and 25 parking stalls; and four 1,597 sq. ft. 55 and older rental units along Wells Avenue, all on 2.28 acres in the Hamlet Business Zoning District.. .............. Status: Pending,--, Action: SEQRA Assessment Attachments: Staff Report e. ................ Pr9je9t Name: Fishers Island Artist Workshop SCTM#-. 1000-12-1-2 ' Location* Fox Lane, Fishers Island .... ...... Description: This Site Plan application is for proposed interior renovations and site work to convert an existing 2-story 12,345 sq. ft. storage building to an artist workshop on 2.1 acres in the General Business Zoning District. Status: Pendi Action: 'Referral Review Attachments: Staff Report Project Name: Mattituck Fire District Amended SCTM#: , 1000-140-3-6 1000-140-3-11.1 1 1000-140-3-36 Location, 770 & 1000 Pike Street & 13295 Route 25, Mattituck D I escription: This site plan is proposed to merge three parcels totaling ±2.28acres, construct a 13,260 sq. ft. addition to an existing firehouse totaling 25,143 gross sq. ft., relocate an existing 662 sq. ft. historic building, add 10 parking stalls, and access to Route 25 in the Hamlet Business Zoning District. Status' New Application Action: Review for Completeness Attachments: Staff Report -. .I -I.... ...... Discussion: 4- Town Board Requests for Planning Board Comments • Cutchogue Woods Affordable Housing Change of Zone SCTM#1000-101-2-7 15690 Middle Road, Cutchogue • Sports East Change of Zone to Recreational Overlay District Town to sell land for this use SCTM#1 000-75-1-6 1080 Carroll Avenue, Peconic Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd Date March 28, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Hard Corner Southold Mixed Use Applicant: Hard Corner Partners, LLC Date of Submission; February 8, 2020 Tax Map Number: 61.-4-1 Project Location: 53530 Main Road Hamlet: Southold Zoning District: HB- Hamlet Business II. Description of Project Type of Site Plan: Mixed Use Acreage of Project Site: 2.28 acres Building size 4,983 sq. ft. 1st floor 2,829 sq. ft. 2"d floor (7,812 gsf.) (4) 1,597 sq. ft. 55+ rental units This site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Site Plan packet Table of Contents: AO Key Map A10 Building 1 Second Floor Plan Al Site Plan General All Building 1 Roof Plan A2 Site Plan Utilities, Drainage, Sanitary Al2 Building 1 North and South Elevations A3 Site Plan Landscaping A13 Building 1 East and West Elevations A4 *Site Plan Cut and Fill A14 Buildings 2 — 5 Foundation Plan A5 *Truck Circulation Plan A15 Buildings 2 — 5 First Floor Plan A6 Site Plan Lighting 1 A16 Buildings 2 — 5 Roof Plan A7 Site Plan Lighting 2 A17 Buildings 2 — 5 Elevations A8 Building 1 Foundation Plan A9 Building 1 First Floor Plan Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review III: Review: Obiective: March 28t" work session is to go through the SEQRA Assessment completed by Mark Terry, Assistant Town Planning Director; and, continue to analyze the revised site plans for comment and review. See "Staff Analysis" section below. The purpose of the Hamlet Business HB District is to provide for business development in the hamlet central business areas, including retail, office and service uses, public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. IV: Anal A. Existing: 1. Vacant 2.28 acre parcel; 2. Surrounding land: i. North: NYS Route 25 and Feather Hill opposite; ii. East: six Hamlet Business zoned lots, four with existing dwellings; iii. South: Wells Avenue and two R-40 zoned parcels; iv. West: three parcels, one HB zoned (Bank of America) and two R- 40 zoned lots (one owned by Presbyterian Church with existing barn, second is a single family dwelling; B. Proposed: 1. Main Road Mixed Use building 2- sto 7,812 gross s . ft. • 1st Floor: 4,983 gsf. Retail o Pursuant to Town Code §280-45(A)(7): Retail stores, up to a maximum of 6,000 total square feet of gross floor area in any building (excluding unfinished basement and attic areas), notwithstanding the provisions of the Bulk Schedule for Business, Office and Industrial Districts.[1] Such retail stores greater than 3,000 total square feet shall comply with the retail building standards for HB Districts listed below, in addition to the site plan requirements of this chapter.- 2 Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd 2"d Floor (2, 829 sq. ft.) three (3) Affordable Housing Apartments: o Two @ 938 gross sq. ft. o One @ 953 gross sq. ft. 2. Four (4) single family rental units (age-restricted 55-years and older) i. All four @ 1,597 sq. ft. each ii. PUGO System (or equal) I/A residential septic systems for each unit C. Bulk Schedule/Code Requirements: Hamlet Business District (HB) 1. Notice of Disapproval notes: August 6, 2020 ZBA file#7387 approval with conditions for construction of one mixed use building with accessory apartments and four single family dwelling units on a 99,208 sq. ft. parcel where a minimum 100,000 sq. ft. is required; ii. Updated July 1, 2021 for insufficient rear yard setback of the proposed mixed use building at 15' where 25' is required; D. Staff Anal : 1. §280-45(A)(7) Retail Stores between 3,000sf—6,000sf (excluding unfinished basement and attic areas). Completed during referral review. 2. Suffolk County Department of Health Services (SCDHS) approval is required. As noted above, the mixed use building is required to provide an I/A OWTS for waste water management; Submitted: yes; shown on sheet A2. SCDHS approval remains to be obtained 3. NYSDOT correspondence: no modifications or additions required for the proposed project; a Highway Work Permit is required to be obtained for the proposed work within the ROW; 4. SEQRA Assessment(attached) completed by Mark Terry, Assistant Town Planning Director; 5. Town Engineer Chapter 236 analysis provided during referral review, this revised plan has been referred to the Town Engineer's office and revisions Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd are necessary. Michael Collins is going to work directly with the applicant to make sure all requirements are met. A comprehensive cut and fill plan has been provided, as required, on sheet A4 with the following: Seven 100' fill segments are identified from North to South on the parcel, labeled as 0-7. Total Excavation = 2,586cy Excavation by building = 1,256cy Mixed Use area, 1,330cy for residential buildings Total Add/Redistribute = 2,962cy Net Volume Result: Approx 100cy needed to complete project Fill areas by 100' segments 0-1 No Fill 1-2 No Fill 2-3 No Fill 3-4 Add 370cy 4-5 Add 2,222cy 5-6 Add 370cy 6-7 No fill 6. Prevent fill behind units #2 and #3 which effectively expanded the area disturbance beyond the limits shown; and, places fill within areas noted to remain in their natural state i. Maintain natural vegetation outside the area of disturbance ii. Limit all fill to area of disturbance (retaining wall or other may be required) 7. Parking and Traffic Management ement Planning,: L No Left Turn signage for deliveries/large vehicles exiting the site. These should be provided on the plan. Locations for "exit" and "entrance" signs are shown on sheet Al. No renderings or specifications are provided. ii. "No Parking" on Wells Avenue 4 Town Board motion iii. No Parking condition for Wells Avenue and NYS Route 25 Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd iv. Bus Shelter: require the applicant to provide/build a bus shelter for the S92 stop in front of the parcel; OR, the applicant to allow a bus shelter to be built in the future 8. Site Plan i. Exterior light fixture heights need to be verified ii. No signage has been provided/proposed on site or on the building. These design standards should be classic in nature and consistent with community character. To that end, classic gooseneck fixtures or similar should be provided for any sign lighting. The majority of proposed light fixtures are modern in appearance. 9. (Sections #8&9 below Previously addressed Mixed Use Building and rear parking area: a. Flip the flow of traffic circulation, and angle of parking stalls to prevent dangerous interactions so that ingress is to the south and egress to the north; Submitted: yes; b. Additional street trees are required to be provided along Wells Avenue near the corner with Rt. 25 (as detailed above in "Landscaping") Submitted: yes; a sufficient number of street trees (17 on Wells and 4 on Main Street) have been provided c. Widen curb cut to Wells Avenue; Submitted: yes; curb cut was widened from 39'2" to 58'8" d. Provide Truck Template for site circulation ingress/egress Submitted: yes; provide on sheet A5 e. Provide mountable curbs Submitted: yes; all curbs to be mountable in rear parking f. Identify interior parking landscaping Submitted: yes; identified on sheet A3. 300sf required; 549sf provided Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd g. Provide bike racks: Submitted: yes; h. Exterior Lighting ursuant to Southold Town Code 172 Fifty- Eight (56) fixtures proposed (decrease by 2) All fixtures are 3000K or less All foot candle values on the photometric plan have been provided at less than the Code maximum of 5.Ofc on site; All foot candle values are provided at or less than the Code maximum of 0.05fc along Public R.O.W; Total Lumens provided at 26,061. Lumens Maximum Permitted: 57,000 lumens (2.28ac X 25,000 lumens per acre) 10.Proposed Single Family Dwellings a. Consider reducing the area of disturbance by clustering the homes closer together with the goal of preserving more trees. Provide notations on the site plan to note which trees within the area of disturbance will be retained. b. To further the point above, "mirror" the dwelling units (so that the garages are adjacent), and designing two shared driveways that would then split to each individual unit parking area and garage. This would further limit ground disturbance and decrease the number of proposed curb cuts to Wells Avenue. Submitted: yes; dwelling units #2 and #3 have been mirrored with a consolidation c. Add a Fire Hydrant along Wells Avenue: Submitted: yes; in between units #2 and #3 d. Wells Avenue sidewalk: expand pedestrian accessibility and safety to and from the single family dwellings on this site to Route 25 by the inclusion of a sidewalk along Wells Avenue. Submitted: yes; a sidewalk has been provided along Wells Avenue with driveway aprons to the residences and terminating at unit#5 6 1 °, Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd e. Collaboration and a site visit with the Highway Superintendent, Town Engineer and Planning Board to review potential storm water run-off from Wells Avenue onto the subject site; Submitted: yes, this was completed after referral review which generated specifics for sidewalk f. Verify if there are full basements proposed. The floor plan shows "stairway to basement" but there is no other reference throughout the plans; Submitted: crawl space provided H. Items to Consider and Next Steps: 1) Provide feedback on the revised site plan submitted; 2) Complete SEQRA review and analysis utilizing the revised site plans; 3) Obtain comments and/or verification from Town Engineer pursuant to Chapter 236; 4) Obtain outside permits including NYSDOT, SCDHS 5) Consider 280-131(K) Guaranty of performance. (1) Public improvements. A guaranty of performance may be required for all public improvements as part of the conditions of approval. If a guaranty of performance is required, the provisions of Article IX, Bonds and Other Security,[2]shall apply. (2) Other on-site improvements, including, but not limited to, securing the property, buffers, landscaping and/or screening. A guaranty of performance may be required in an amount to be determined by the Planning Board for the estimated value of on-site improvements as part of the conditions of approval under the following circumstances: Staff: Some level of performance bond is required and should include any off-site improvements required by the Board, and, at a minimum, enough funds to take the necessary steps to secure or restore the site (e.g. security fence) and prevent erosion and runoff, and any other hold-over measures should there be a failure on the part of the applicant to complete the project. 11.Consideration of potential conditions: Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans cont'd i. Wildlife sweeps for Eastern Box Turtles and/or Northern Long Eared bat during construction phasing; ii. Notation on the site plan that all trees shown will be saved. iii. Non-disturbance buffers to retain not only trees but other vegetation as well with the ability to remove invasive vines and other noxious plants; iv. Year-round leasing of the four rental units (not for short-term or vacation rentals) v. No Left Turn egress for commercial vehicles and deliveries vi. All exterior signage not approved with the site plan will be required to received Planning Board approval vii. All parking must be provided on site, no overflow parking is permitted on Wells Avenue or NYS Route 25 OFFICE LOCATION: , MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 " r Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) "". r N Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov 'OUNVv PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Plannerq�� Date: March 22, 2022 Re: Site Plan for Hard Corner Southold Mixed Use Application Name: Hard Corner Southold Mixed,Use Tax Map Number: 1000-61.4-1 Location: 53530 Main Road, Southold 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:. �I Revised/Amended Site Plan (Dated: 3/10/22 ) Grading and Drainage Plans (Dated: Other (AS BUILT) (Dated: ) Project Description: This site plan is for the proposed mixed use construction of a 2- stoiy 7,812 (dross sq. ft. building fronting NYS Route 25 with 4,983 sq, ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Your comments are appreciated as soon as possible. Thank you for your cooperation. Southold Town Plar�ninq Boar IT Work Session -- March 14 2022 — Page 2 Project Name: I MersSubdivisionn Conservation SCTM#: 1000-56-1-1 000-55-6-35 & 36 Location: 705, 751 & 2425 Laurel Avenue, Southold Description: This 80/60 conservation subdivision proposes to subdivide 50 acres into eight (8) residential lots of approximately 35,000 sq. ft. each, and one 43.6-acre parcel to be preserved as open space by the Town. Status: Pending Action: Referral Review Attachments: Staff Repot Project Name,. The Fields at Mattituck Resubdivision SCTM#:� 1000-113-2-1.2 & 106-8-81 Location: 4935 Ber en Avenue , Mattituck Description: This resubdivision proposes to separate the drainage area for the new road serving the lots of The Fields at Mattituck subdivision from Lot 27 so, Y — w that �t ma be dedicated to the Town along with the subdivision road, Status: Pending Action: Review for Conditional Final Approval Attachments: Staff Report Nam Project ..,._ ' e: I Cooper Estate Standard SCTM#: 11000-106-9-2.3 , Subdivision - Location:Location: on the w/s/o Breakwater Rd, 789+/-ft s/o N,,. il Rd, Mattituck Description: proposal of a 25.86 acre parc This osal is for Standard Subdivision el into three lots, where Lot 1 is 9.47 acres, Lot 2 is 8.28 acres, and Lot 3 is 8.11 acres. Status: New Application Action: Review for Completeness Attachments: Staff Report Project Name: Hard Corner Southold Mixed Use SCTM#: 1000-61-4-1 • Location: 53530 Route 25, Southold Description: This site plan is for the proposed mixed use construction of a 2-story 4,983 sq ft. building fronting NYS Route 25 with retails on the first floor and three Affordable Housing apartments on the second floor and 25 parking stalls; and four 1,597 sq. ft. 55 and older rental units along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Status: Pending Action: Review Revised Plans Attachments; Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans Date March 14, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Hard Corner Southold Mixed Use Applicant: Hard Corner Partners, LLC Date of Submission: February 8, 2020 Tax Map Number: 61.4-1 Project Location: 53530 Main Road Hamlet: Southold Zoning District: HB- Hamlet Business II. Description of Project Type of Site Plan: Mixed Use Acreage of Project Site: 2.28 acres Building size 4,983 sq. ft. 1st floor 2,829 sq. ft. 2nd floor (7,812 gsf.) (4) 1,597 sq. ft. 55+ rental units This site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Site Plan packet Table of Contents: AO Key Map A10 Building 1 Second Floor Plan Al Site Plan General All Building 1 Roof Plan A2 Site Plan Utilities, Drainage, Sanitary Al2 Building 1 North and South Elevations A3 Site Plan Landscaping A13 Building 1 East and West Elevations A4 *Site Plan Cut and Fill A14 Buildings 2 — 5 Foundation Plan A5 *Truck Circulation Plan A15 Buildings 2 — 5 First Floor Plan A6 Site Plan Lighting 1 A16 Buildings 2 — 5 Roof Plan A7 Site Plan Lighting 2 A17 Buildings 2 — 5 Elevations A8 Building 1 Foundation Plan A9 Building 1 First Floor Plan III: Review: The purpose of the Hamlet Business HB District is to provide for business development in the hamlet central business areas, including retail, office and service uses, public and semipublic uses, as well as hotel and motel and multifamily residential Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans development that will support and enhance the retail development and provide a focus for the hamlet area. IV: Analysis A. Existing: 1. Vacant 2.28 acre parcel; 2. Surrounding land: i. North: NYS Route 25 and Feather Hill opposite; iL East: six Hamlet Business zoned lots, four with existing dwellings; iii. South: Wells Avenue and two R-40 zoned parcels; iv. West: three parcels, one HB zoned (Bank of America) and two R- 40 zoned lots (one owned by Presbyterian Church with existing barn, second is a single family dwelling; B. Proposed: 1. Main Road Mixed Use building( 2- story 7,812 gross sq. ft.) • 1st Floor: 4,983 gsf. Retail o Pursuant to Town Code §280-45(A)(7): Retail stores, up to a maximum of 6,000 total square feet of gross floor area in any building (excluding unfinished basement and attic areas), notwithstanding the provisions of the Bulk Schedule for Business, Office and Industrial Districts.[1] Such retail stores greater than 3,000 total square feet shall comply with the retail building standards for HB Districts listed below, in addition to the site plan requirements of this chapter: • 2nd Floor (2, 829 sq. ft.) three (3) Affordable Housing Apartments: o Two @ 938 gross sq. ft.. o One @ 953 gross sq. ft. 2. Four (4) single family rental units (age-restricted 55-years and older) i. All four @ 1,597 sq. ft. each Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans ii. PUGO System (or equal) I/A residential septic systems for each unit C. Bulk Schedule/Code Requirements: Hamlet Business District (HB) 1. Notice of Disapproval notes: i. August 6, 2020 ZBA file#7387 approval with conditions for construction of one mixed use building with accessory apartments and four single family dwelling units on a 99,208 sq. ft. parcel where a minimum 100,000 sq. ft. is required; ii. Updated July 1, 2021 for insufficient rear yard setback of the proposed mixed use building at 15' where 25' is required; D. Parking Reg aired: Mixed Use Building: • Apartments (over store) @ 1 per apartment in addition to business requirements = 3 (5 provided) • Retail @ 1 per 200 gross square feet 4,983 sq. ft / 200 sq. ft per parking stall = 25 parking stalls • TOTAL stalls required = 3 + 25 = 28 • TOTAL stalls provided = 30 (2 ADA) • Single Family Dwellings require two each (provided) E. Staff Analysis: 1. §280-45(A)(7) Retail Stores between 3,OOOsf— 6,OOOsf (excluding unfinished basement and attic areas). Completed during referral review. 2. Suffolk County Department of Health Services (SCDHS) approval is required. As noted above, the mixed use building is required to provide an I/A OWTS for waste water management; Submitted: yes; shown on sheet A2. SCDHS approval remains to be obtained Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans 3. NYSDOT correspondence: no modifications or additions required for the proposed project; a Highway Work Permit is required to be obtained for the proposed work within the ROW; 4. Town Engineer Chapter 236 analysis provided during referral review, this revised plan has been referred to the Town Engineer's office for verification. Staff will relay any comments or questions directly to the applicant. A comprehensive cut and fill plan has been provided, as required, on sheet A4 with the following: Seven 100' fill segments are identified from North to South on the parcel, labeled as 0-7. Total Excavation = 2,586cy Excavation by building = 1,256cy Mixed Use area, 1,330cy for residential buildings Total Add/Redistribute = 2,962cy Net Volume Result: Approx 100cy needed to complete project Fill areas by 100' segments 0-1 No Fill 1-2 No Fill 2-3 No Fill 3-4 Add 370cy 4-5 Add 2,222cy 5-6 Add 370cy 6-7 No fill 5. Mixed Use Building and rear parking area: a. Flip the flow of traffic circulation, and angle of parking stalls to prevent dangerous interactions so that ingress is to the south and egress to the north; Submitted: yes; b. Additional street trees are required to be provided along Wells Avenue near the corner with Rt. 25 (as detailed above in "Landscaping") Submitted: yes; a sufficient number of street trees (17 on Wells and 4 on Main Street) have been provided Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans c. Widen curb cut to Wells Avenue; Submitted: yes; curb cut was widened from 39'2" to 58'8" d. Provide Truck Template for site circulation ingress/egress Submitted: yes; provide on sheet A5 e. Provide mountable curbs Submitted: yes; all curbs to be mountable in rear parking f. Identify interior parking landscaping Submitted: yes; identified on sheet A3. 300sf required; 549sf provided g. Provide bike racks: Submitted: yes; h. Exterior Lighting ursuant to Southold Town Code §172 : Fifty- Eight (56) fixtures proposed (decrease by 2) The following items on the photometric plan do not meet the code: All fixtures are 3000K or less All foot candle values on the photometric plan have been provided at less than the Code maximum of 5.Ofc on site; All foot candle values are provided at or less than the Code maximum of 0.05fc along Public R.O.W; Height for fixtures have been noted Total Lumens provided at 26,061. Lumens Maximum Permitted: 57,000 lumens (2.28ac X 25,000 lumens per acre) 6. Proposed Single_F mOy_ weU ngs a. Consider reducing the area of disturbance by clustering the homes closer together with the goal of preserving more trees. Provide Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans notations on the site plan to note which trees within the area of disturbance will be retained. b. To further the point above, "mirror" the dwelling units (so that the garages are adjacent), and designing two shared driveways that would then split to each individual unit parking area and garage. This would further limit ground disturbance and decrease the number of proposed curb cuts to Wells Avenue. Submitted: yes; dwelling units #2 and #3 have been mirrored with a consolidation c. Add a Fire Hydrant along Wells Avenue: Submitted: yes; in between units #2 and #3 d. Wells Avenue sidewalk: expand pedestrian accessibility and safety to and from the single family dwellings on this site to Route 25 by the inclusion of a sidewalk along Wells Avenue. Submitted: yes; a sidewalk has been provided along Wells Avenue with driveway aprons to the residences and terminating at unit#5 e. Collaboration and a site visit with the Highway Superintendent, Town Engineer and Planning Board to review potential storm water run-off from Wells Avenue onto the subject site, Submitted: yes, this was completed after referral review which generated specifics for sidewalk f. Verify if there are full basements proposed. The floor plan shows "stairway to basement" but there is no other reference throughout the plans; Submitted: crawl space provided H. Items to Consider and Next Steps: 1) Provide feedback on the revised site plan submitted; 2) Complete SEQRA review and analysis utilizing the revised site plans 3) Obtain comments and/or verification from Town Engineer pursuant to Chapter 236; 4) Obtain outside permits including NYSDOT, SCDHS Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans 5) Consider 280-131(K) Guaranty of performance,. (1) Public improvements. A guaranty of performance may be required for all public improvements as part of the conditions of approval. If a guaranty of performance is required, the provisions of Article IX, Bonds and Other Security,[2]shall apply. (2) Other on-site improvements, including, but not limited to, securing the property, buffers, landscaping and/or screening. A guaranty of performance may be required in an amount to be determined by the Planning Board for the estimated value of on-site improvements as part of the conditions of approval under the following circumstances: Staff: Some level of performance bond is required and should include any off-site improvements required by the Board, and, at a minimum, enough funds to take the necessary steps to secure or restore the site (e.g. security fence) and prevent erosion and runoff, and any other hold-over measures should there be a failure on the part of the applicant to complete the project. 7. Consideration of potential conditions: i. Wildlife sweeps for Eastern Box Turtles and/or Northern Long Eared bat during construction phasing; ii. Notation on the site plan that all trees shown will be saved. iii. Non-disturbance buffers to retain not only trees but other vegetation as well with the ability to remove invasive vines and other noxious plants, iv. Year-round leasing of the four rental units (not for short-term or vacation rentals) v. No Left Turn egress for commercial vehicles and deliveries ............. as L L ROBE,KBA1. BROWRCHITECT P.C. 5Y AVENUE GREENPORT, NY 11944 3 20 ' 631-477-9752 FAX 631-477-0973 d Transmittal Date: January 12, 2022 To: Southold Town Planning Board Re: Hard Comer Partners LLC 53530 Main Road Southold,NY Included: 7 sets site plan drawings (Key Map by John Ehlers, Surveyor, A-1 thru A-17 by Robert I Brown Architect) Thank you, Robert 1. Brown Architect, PC From: Islam, Mohammad R (DOT) <Mohammad.lslam@dot.ny.gov> Sent: Tuesday, December 7, 2021 2:44 PM To: Michaelis, Jessica Cc: Fajolu, Olumuyiwa (DOT);Tariq, Melik (DOT);Aucacama-Rivera, Diego (DOT) Subject: 53530 Route 25, Southold, SCTM# 1000-06100-0400-001000 Good afternoon Jessica, We do not anticipate any significant impact, so no modifications would be needed for the intersection of Wells Avenue and Main Road. However, the developer should apply for NYSDOT permit to work in state right of way. Sidewalk should have minimum width of 5'. Sidewalk and curb ramps should be ADA compliant and according to NYSDOT standards. Once submitted, we would review the plan and give them further comments. Thanks, "`A N71 tQ Mohammad R Islam Assistant Engineer I Permits ' " New York State Department of Transportation, Region 10 Traffic & Safety DE C 0 �8 2,0` l 250 Veterans Memorial Highway, Room 6A-7, Hauppauge, NY 11788 Wr p ._n y q ��r ti www�dot681t3 of en�autsiiad Islar'r�c�alot.r�y o� lb9VVtl91g� V4ard NEWYORK Department, of -rra ' m,,,, ation From: Michaelis,Jessica <pe��,Lq .oldt; w� ov> Sent:Tuesday, November 23, 2021 11:27 AM To: Islam, Mohammad R (DOT) <Mohammad,lsiam dot.ny, >; Cummings, Brian A. <brian.cummings@town.southold ny us> Cc:Tariq, Melik (DOT) <Melik.Ta ig( we c t rly.,gav>; Fajolu, Olumuyiwa (DOT) <01umu j a.j jgL[µ,@�oj q.y gnv> Subject: RE: New Driveway 41625 NY-25, Peconic, Southold SCTM#1000-07500-0500-012000 (?) i p 1 The address for the Hard Corner Properties pending site plan for a±7,900 sf mixed use building fronting NYS Route 25 with access off of Wells Avenue is 53530 Rovite 25,_ ou aojd, SC';A191000-61. 4-1 Thank you, Jessica Michaelis, Office Assistant Southold 'I'own Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, N4' 11971 Phone: 631-765-1938 Email:..;w;ic G Pr ?�outholdto >.rT�r tpa : From: Islam, Mohammad K (DOT) Sent: Friday, November l9 20I18:59AM To: Cummings, Brian A. ; Michaelis,Jessica [c:Tahq, K4eUk (DOT) Fajo|u, 0umuyiwa (DOT) Qv Subject: New Driveway 4162SNY-2S, Peconic, Southold SCTM# l0O0-O750U'USU0'Ol20OU(?> Good morning Brian, The Subject property does not match with the pdf. Could you please give the address of the property you are talking about? Did you forwarded any hard copies tous for review? Thanks, Mohammad R Islam Assistant Engineer I Permits New York State Department of Transportation, Region 10 Traffic & Safety 25O Veterans Memorial Highway, Room GA-7. Hauppauge, NY11788 831'052-88131 NEWYORK ��e� �am��e��t of � 0"00 � 11uP0011V | ��~o�� ~ � = = �~ From: Cummings, Brian A. Sent:Thursday, November 18, 2021 4:47 PM To: Islam, Mohammad R (DOT) > Cc: Michaelis,Jessica Subject: RE: New Drkevvay416ZS NY'25, Peconic, Southold SCTM# 1000'07500'0508'01I000 Thank you, Mohammad. Additionally,Jessica and | are hoping we can coordinate with you directly or help guide ustothe appropriate representative of the DOT, for a site visit with members of the Southold Planning Board and our Town Engineer at the corner of Wells Avenue and Main Road, Southold. There is a pending site plan (see attached)for a ±7,980 sfmixed use building fronting NY3 Route 25 with access off of Wells Avenue. Although there is no proposed curb cut to Route 25, the Planning Board is seeking the input of the DOT with the Town Engineer to see if there are any safety alternatives or modifications necessary/possible for this intersection and its associated connections. Thank you in advance for your help. Brian Brian A. Cummings, Town Planner 54375NYS Route25 P.O. Box 1179 2 Southold, NY 11971 (631)765-1938 From. Islam, Mohammad R (DOT) [!jig tg:Moharnni d Sent: Monday, November 15, 2021 3:37 PM To ri, atoarchit t(a gmail.com Cc: Orlando, Vincent; Cummings, Brian A.; Tariq, Melik (DOT); Fajolu, Olumuyiwa (DOT) Subject: New Driveway 41625 NY-25, Peconic, Southold SCTM# 1000-07500-0500-012000 Good Afternoon, This is regarding the site plans received on November 8, 2021 for the referenced job from the Town of Southold. A preliminary review of the concept plans indicates that NYSDOT highway work permit will be required for this development to work within New York State highway Right-Of-Way(ROW).To initiate the review process,the following items must be provided: 1.. 2, Provide Completed and signed Stage I and II of PERM33-COM, httpsLLyrdLW,dot.ny.Roy/dNvt tuns/operating/ggrn/transportakdons te c0.5l e sitoryfPERM33- w �f COI'y9 0�i ].. rev%200 071 .._.. 1. Please send site plans showing proposed works in the state right of way(ROW) including work zone traffic control plan, Driveway type and details, sidewalk detail and any other standard detail that is appropriate for the proposed work. 1. Send one Electronic copy of these documents as a single pdf file for our review purpose. We request that the hard copy of the plans submitted to NYSDOT should be no larger than 11x17", drawn to legible scale. Thanks, Mohammad R Islam Assistant Engineer I Permits New York State Department of Transportation, Region 10 Traffic & Safety 250 Veterans Memorial Highway, Room 6A-7, Hauppauge, NY 11788 631-952-6813 1 Mohammad Islam c dot jiy. a Nnivw.dot.ny.gov/pern°7its I w I1I114RW'YORK Department of Transportation ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 3 Southold Town Planning Board Work Session m — Septeber 27. 2021 - Page 2 .......... Project Name- Hard Corner Southold Mixed Use SCTM#- 1000-61-4-1 Location: 53530 Route 25, Southold Description- This site plan is for the proposed mixed use construction of a 2-story 4,983 sq. ft. building fronting NYS Route 25 with retail on the first floor I a, apartments on the second floor and 25 and three Affordable Housing apartme parking stalls and four 1,597 sq. ft. 55 and older rental units along Wells Avenue, all on 2.28 acres in the Hamlet Business (FIB) Zoning District. Status'. Pending Action- .Referral Review (continued) Attachments- Staff Report Project Name, The Heritage at Cutchogue (Harvest Pt.) SCTM#-. 1000-102-1-33.'3 Location- 75 Schoolhouse Road, on the n/w corner of Griffing Street and School House Lane, approximately 1,079 feet n/o the Main Road, in Cutchogue. Description: This Residential Site Plan is for the development of 124 detached and attached dwellings, Status: Approved with Conditions Action- Review for CO's of several units Attachments: Staff Report Project Name: Oregon Storage Warehouses SCTM#: 1000-1813-3-5.3 Location: 11900 Oregon Road, Cutchogue Description- This site plan is for the proposed construction of a ±69,360 sq. ft. self- storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq, ft I-story buildings, and one 9,600 sq. ft. 1-story building, Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain,, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Status: Approved buildings Action: Review for CO of the office and two of the storage Attachments: Staff Report Project Name: Water Dynamics Corp, Storage Building SCTM#: 1000-55-5-11 Location: 46950 CR 48, Southold Description: This site plan is for the proposed conversion an existing 1,303 sq, ft. building to a water testing and filtration business; including the construction of a 988 sq. ft. storage building on 0.28 acres in the General Business "B" Zoning District. Status: New Application Action- Review for Completeness Attachments Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review cont'd Date September 27, 2021 Prepared By: Brian Cummings I. Application Information Project Title: Hard Corner Southold Mixed Use Applicant: Hard Corner Partners, LLC Date of Submission. February 8, 2020 Tax Map Number: 61.4-1 Project Location: 53530 Main Road Hamlet: Southold Zoning District: HB- Hamlet Business II. Description of Project Type of Site Plan: Mixed Use Acreage of Project Site. 2.28 acres Building size 4,983 sq. ft. 1st floor 2,829 sq. ft. 2"d floor (7,812 gsf.) (4) 1,597 sq. ft. 55+ rental units III: Review of Zoning District Purpose: The purpose of the Hamlet Business (HB) District is to provide for business development in the hamlet central business areas, including retail, office and service uses, public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. IV: Continuation of the Review from Previous Work Session The objective of today's analysis is to complete the discussion of the topics listed below, that were identified at the September 13th work session from the public hearing, referral review and SEQRA assessment. Assistant Town Planning Director Mark Terry can discuss preliminary findings related to SEQRA and potential mitigation actions the Board might consider. All applicable Town Code and agency requirements identified in the September 13th staff report remain in effect and are attached for reference. Once the Planning Board has made determinations for the items listed below, a comprehensive follow up letter covering both work sessions will be provided to the applicant. 1. Traffic Impact and Safety: Traffic safety related to this project has been raised as an issue by the public, staff, and Planning Board members. The discussion began about whether or not a Traffic Impact or Safety Analysis would be required, and what that would look like. Driveway Width for the Parkin Lot as shown on site Ian : 39'2" access off of Wells Avenue Staff items to consider: • Request a truck template to demonstrate whether a tractor trailer truck can safely make the turn onto Wells Avenue and into the driveway and around the parking lot. • Request DOT field representative meet staff and Planning Board on site to discuss potential traffic mitigation measures. • Request the Town install "No Parking signs on Wells Avenue for the length of the subject property. • No left turn for commercial vehicles out of Wells Avenue • For pedestrian safety, add a sidewalk along the east side of Wells Avenue from Rt. 25 to the last driveway of the residential rental units. 2. Area of Disturbance relative to the four residential units. The Board contemplated multiple agency and staff analysis points (listed below) made with regard to the proposed area of disturbance and development within it. The focus was on the back two thirds of the property where the four residential rental homes are proposed. o The natural topography on site contains some significant changes in elevation. It is unclear how much fill would be added to level the construction area. o Will there be any retaining walls needed? o How will stormwater runoff be affected? o Will trees be able to be retained? Staff items to consider: a) Cut & Fill Plan A comprehensive grading plan showing the existing elevations and the proposed elevations with detailed cut & fill information is necessary to show the area of disturbance in relation to the final grade. b) ?arrangement of the Four Single Farnily Dwellings (I...WRP„ SEQRA,,.ataM. i. Consider moving the homes closer together with the goal of preserving more trees and reducing the area of disturbance. Provide notations on the site plan to note which trees within the area of disturbance will be retained. ii. To further the point above, consider "mirroring" the dwelling units (so that the garages are adjacent). The purpose of this is to allow for two shared curb cuts instead of four individual curb cuts. Two units would share a curb cut which would split off to each unit's parking area and garage. This would further limit ground disturbance and decrease the number of curb cuts to Wells Avenue. c) Wastewater Mangaqment. Discussion on whether to consolidate the wastewater management systems for the units to share to reduce the area of disturbance and provide economies of scale. The site plan references four (4) PUGO System (or equal) I/A OWTS with 750 gal. chamber at 8'x 4'x 5' D, one for each of the four proposed rental dwelling units. i. Consider reducing from four to two systems. d) Archeological Significance: The NYS Office of Parks, Recreation and Historic Preservation (OPRHP) has identified the subject property as being in an archaeologically sensitive location. • OPRHP recommends a Phase 1A/1 B archaeological survey • Only in areas of the subject property that will involve ground disturbance. o areas that can be documented as having substantial prior ground disturbance so not need to be sampled. • A Phase 1A/1B survey is designed to determine the presence or absence of archaeological sites or other cultural resources. • SHPO/OPRHP anticipates that the northern portion of the project area has experienced prior soil disturbance as a result of structures that appear to have been demolished in the mid-twentieth century, but the southern portion of the project area appears to be relatively undisturbed. • Note that reducing the area of ground disturbance will reduce the areas needed to be sampled. 3. Four residential rental homes • Proposed as all the same color — can the color be varied? 4 Southold Tow Planning Board Work Session — September 13. 2021 — Page 2 n 0 Project Name: Hard Corner Southold Mixed Use SCTM#: : 1000-61 4-1 Location: 53530 Route 25, Southold .............. Description: This site plan is for the proposed mixed use construction of a 2-story 4,983 sq. ft. building fronting Maiin Road NYS Route 25 with retail on the first floor and three Affordable Housing apartments on the second floor and 25 parking stalls; and four 1,597 sq. ft. 55 and older rental units along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Status- Pending Action: Referral Review Attachments: Staff Report Project Na I me: Berry-& Berry, LLC SCTM#: 1000-75-5-13 Location: 41535 Route 25, ±495' s/w/o Peconic Ln, & NYS Rt. 25, Peconic Description: This proposed Site Plan Application is, to convert an existing 1,096 sq. ft. dwelling to a business office and construct a 2,560 sq. ft. four bay storage garage pursuant to ZBA File #6818 on 20,419 sq. ft. (0.47 acres) , in the General Business (B) Zoning District. Status: Approved Action: Review for Final CO Attachments" Staff Report Project name-, North Fork Recycling (NF Sanitation) SCTM#-., 1000-83-3-4.7 Location: 8475 Cox Ln., in CLItchogue Description: This Site Plan is for the proposed construction of a 1-story 960 sq. ft. building for office use attached to a 1 1/2-story 6,000 sq. ft. building for warehouse space and no basement with 16 parking stalls on 5 acres in the Light Industrial Zoning District Status- Approved Action: Review for Final CO and Extension Attachments: Staff Report Project Name- Peconic Landing Dining Additions SCTIVI#: 1000-35-1-25 Location, 1500 Brecknock Road, Greenport This amended site plan is for the proposed construction of a 1,998 sq. ft. Description: addition and interior alterations to the existing dining building, all part of an existing continuing care retirement community on 144 acres in the Hamlet Density Zoning District. Status: Pending Action- Review for Completeness Attachments", Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date September 13, 2021 Prepared By: Brian Cummings I. Application Information Project Title: Hard Corner Southold Mixed Use Applicant: Hard Corner Partners, LLC Date of Submission: February 8, 2020 Tax Map Number: 61.-4-1 Project Location: 53530 Main Road Hamlet: Southold Zoning District: HB- Hamlet Business II. Description of Project Type of Site Plan: Mixed Use Acreage of Project Site: 2.28 acres Building size 4,983 sq. ft. 1st floor 2,829 sq. ft. 2nd floor (7,812 gsf.) (4) 1,597 sq. ft. 55+ rental units This site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Site Plan packet Table of Contents: A8 Building 1 Second Floor Plan Key Map A9 Building 1 Roof Plan Al Site Plan General A10 Building 1 Elevations A2 Site Plan Utilities All Building 1 Elevations A3 Site Plan Landscaping Al2 Buildings 2 — 5 Foundation Plan A4 Site Plan Lighting 1 A13 Buildings 2 — 5 First Floor Plan A5 Site Plan Lighting 2 A14 Buildings 2 — 5 Roof Plan A6 Building 1 Foundation Plan A15 Buildings 2 — 5 Elevations A7 Building 1 First Floor Plan Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review III: Review: The purpose of the Hamlet Business HB District, is to provide for business development in the hamlet central business areas, including retail, office and service uses, public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. IV: Analysis A. Existing: 1. Vacant 2.28 acre parcel; 2. Surrounding land: i. North: NYS Route 25 and Feather Hill opposite; ii. East: six Hamlet Business zoned lots, four with existing dwellings; iii. South: Wells Avenue and two R-40 zoned parcels; iv. West: three parcels, one HB zoned (Bank of America) and two R- 40 zoned lots (one owned by Presbyterian Church with existing barn, second is a single family dwelling; B. Proposed: 1. Main Road Mixed Use building ( 2- tar1 7 812 across sq ft.) . ... 1s� Floor: 4,983 gsf. Retail o Pursuant to Town Code §280-45(A)(7)�. Retail stores, up to a maximum of 6,000 total square feet of gross floor area in any building (excluding unfinished basement and attic areas), notwithstanding the provisions of the Bulk Schedule for Business, Office and Industrial Districts.(11 Such retail stores greater than 3,000 total square feet shall comply with the retail building standards for HB Districts listed below, in addition to the site plan requirements of this chapter. 2nd Floor (2, 829 sq. ft.) three (3) Affordable Housing Apartments-, o Two @ 938 gross sq. ft. o One @ 953 gross sq. ft, Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review • 1200 gal septic tank and (2) 8'dia X 4' deep leaching pools 2. Four (4) single family rental units (age-restricted 55-years and older) i. All four @ 1,597 sq. ft. each ii. PUGO System (or equal) I/A residential septic systems for each unit C. Bulk Schedule/Code Requirements: Hamlet Business District (HB) 1. Notice of Disapproval notes: „ August 6, 2020 ZBA file#7387 approval with conditions for construction of one mixed use building with accessory apartments and four single family dwelling units on a 99,208 sq. ft. parcel where a minimum 100,000 sq. ft. is required; ii. Updated July 1, 2021 for insufficient rear yard setback of the proposed mixed use building at 15' where 25' is required; D. Parkinq Required: Mixed Use Building: • Apartments (over store) @ 1 per apartment in addition to business requirements = 3 (5 provided) • Retail @ 1 per 200 gross square feet 4,983 sq. ft / 200 sq. ft per parking stall = 25 parking stalls • TOTAL stalls required = 3 + 25 = 28 • TOTAL stalls provided = 30 (2 ADA) • Single Family Dwellings require two each (they are provided) E. Wastewater Management: The site plan references four (4) PUGO System (or equal) I/A OWTS with 750 gal. chamber at 8'x 4'x 5' D, one for each of the four proposed rental dwelling units. For the mixed use building, a traditional septic system* consisting of a 1200 gal septic tank and (2) 8'dia X 4' deep leaching pools are shown. Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review *Staff: as of July 1, 2021, all commercial buildings are required to provide an I/A OWTS. This will have to be reflected on the site plan F. Storm water: ten (10) drainage zones proposed for the mixed use building and parking lot to capture run-off for all impervious surfaces. The single family dwellings utilize trench drains within the driveways, shared drywells with gutter/leader connections and individual drywells; Staff: a site visit revealed that Wells Avenue appears to drain into this propert 's low area. This may present issues related to flooding and should be discussed with the Town Engineer and the Hi hwa Departnient, Further, grading and drainage plgn should be provided that detail proposed cut/fill calculations and reflect the proposed transition areas between grading and natural vegetation There are areas of significant contour change that would be interactingwithgraded/finished elevations retaining walls or similar may be G. Access: 39'2" wide access off of Wells Avenue for Mixed use building; four (4) 12' wide driveways proposed for single family dwellings H. Public Hearing The public hearing on the site plan application was held on July 12, 2021, and continued to the following meeting date of August 9, 2021 because the internet service was interrupted during the initial hearing. There was also a two week period for written comment that closed on August 23, 2021 . As the Board is aware, several letters and emails have been submitted in addition to the comments made in person on the record. Varying letters of objection and support; including- - Concern for Traffic Impact and safety; - Natural topography and concerns for water run-off - Environmental concerns for clearing and development of existing vacant (wooded) lot in downtown. Loss of wildlife and wildlife habitat. Loss of existing trees. - Concern for degradation of community character; I. SEQRA Assessment: Assistant Town Planning Director Mark Terry will discuss preliminary findings related to SEQRA and potential mitigation actions the Board might consider. Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review J. Referrals The following are summaries of comments received. Full reports available in the file NYSOPRHP: We note that the proposed work is adjacent to the Southold Historic District which is listed in the State and National Registers of Historic Places. We have reviewed the submission received and the Technical Services Unit has no concerns with the work as proposed; however, our Archaeology Unit does have concerns with the proposed work and they have requested additional information. The project is in an archaeologically sensitive location therefore, the State Historic Preservation Office/Office of Parks, Recreation and Historic Preservation (SHPO/OPRHP) recommends a Phase JAMB archaeological survey for components of the project that will involve ground disturbance, unless substantial prior ground disturbance can be documents. A Phase 1A/1 B survey is designed to determine the presence or absence of archaeological sites or other cultural resources in the projects Area of Potential Effects (APE). SHPO/OPRHP anticipates that the northern portion of the project area has experienced prior soil disturbance as a result of structures that appear to have been demolished in the raid-twentieth entuIT r ,_I ut .port tl�e ouch rrr.. a�an of the »erect area appears to be relatively undisturbed. If you consider the entire project area to be disturbed, documentation of the disturbance will need to be review by SHPO/OPRHP. Examples of disturbance include mining activities and multiple episode of building construction and demolition. Documentation of ground disturbance typically consists of soil bore logs, photos, or previous project plans. Agricultural activity is not considered substantial ground disturbance; Southold Fire District: 1. Basements must meet all NYS Building Code egress requirements; 2. Radius at rear of parking lot must meet the minimum turning radius for fire trucks/aerial trucks; *Staff note: "mountable" curbs are typically desired by fire departments. 3. A hydrant installed on Wells Avenue; Fire Marshall A fire protection water supply should be provided no more than 600 feet from any of the (4) single occupancy rental units on Wells Ave. The hydrant on Route 25 appears to be cover some but not all of the residences. A second hydrant should be provided on Wells Ave. Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Architectural Review Committee ARC The Committee reviewed the proposed project plans and provided the following recommendations: Site Plan 1. Submit signage, exterior color and material selection as well as exterior lighting spec for Building #1; 2. 20 foot buffer is suggested between houses and parking lot; 3. Every effort should be made to save existing large trees identified on landscape plan; 4. Cluster the four residential uits to preserve landscape and provide best views from individual houses; 5. Provide one sanitary system for the four residential units to meet new waste standards. Locate in low area of site as possible; 6. Where houses face the street, use minimum setbacks in keeping with town character; Four Residential Units Plan & Elevations: 1. Where houses face the street, add useable front porches in keeping with town character, 2. Add more and larger windows as shown in sketch provided, including living room bay window; 3. Modify typical house plan, as suggested in sketch provided, to improve and clarify primary and secondary views. 4. Submit varying color schemes for each house; LWRP CONSISTENT with the LWRP, provided the Planning Board considers and requires the following recommendations: 1. It is recommended that the Board address how pedestrians would access existing sidewalks from buildings 2 through 5 [the four residential units]. Pedestrian infrastructure is adequate in front of the parcel with an existing Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review concrete sidewalk. There are no sidewalks on Wells Avenue and pedestrians would be forced to walk in the roadway; 2. It is recommended that parking on Wells Avenue be prohibited due to its narrow road width by proper signage [via recommendation to the Transportation Commission who would in turn recommend it to the Town Board for a hearing to add this to the Town Code and eventual resolution to install the signage]; 3. It is recommended that the building materials and lighting (fixtures) used in the building design is representative of the historic hamlet features to retain the character. 4. It is recommended that the mature trees and vegetation occur along the east and south property boundaries be preserved as vegetated buffers. Further, it is also recommended that the Board clarify how the areas of natural vegetation will be integrated in the site plan; will they remain? 5. The following best management practices will be required to further policies 5.4 and 5.5 and protect ground and surface waters: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 St and April 1 st. e. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Office of the En ineer: Reviewed Drawing Al (General) and Drawing A2 (Utilities/Drainage/Sanitary) of the Site Plan for the Hard Corner Partners LLC Mixed Use development prepared by Robert I. Brown, Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review R.A., dated March 10, 2021. Please have the applicant submit revised plans that address the following: 1. The number of drainage structures shown for Zones A through J do not match the number of structures described in'the drainage calculations. Reconcile these discrepancies. 2. Ensure that the labels for Zones G through J are clearly visible and are not obscured by the shading depicting the paved parking lot. 3. Provide contours or flow lines that show how stormwater flow will be directed into the drainage structures serving the parking lot. 4. The number of drainage structures shown for Zones 1 through 5 do not match the number of structures described in the drainage calculations. Reconcile these discrepancies. 5. Enlarge the drainage calculations so that they are more clearly visible. 6. 1 recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future maintenance. 7. The final plans must show details for all new design elements including, but not limited to, asphalt paving, concrete curbing, concrete sidewalk, concrete pads, drainage structures and drainage piping. 8. The final plans must show the location of and details for all erosion and sediment controls including, but not limited to, the construction entrance, perimeter silt fencing, concrete washout area and soil stockpile areas. Suffolk County Planning Commission SCPC Matter for local determination; Suffolk County Water Authority SCWA Letter of water availability is required and must be provided when finalized; K. Landscaping: landscape area = 28,471 sf Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review The landscape plan indicates two separate areas of disturbance with one focused around the mixed use building and the second around the single family dwellings. The areas outside of these disturbance zones are proposed to remain as natural vegetation. As proposed, there would be 67.7% landscape coverage for this HB parcel where a minimum of 25% is required. Of approximately 233 existing trees on site noted as 6" caliper or greater, approximately 101 trees are to be retained within the single family dwelling area of disturbance and the areas to remain natural vegetation — all of which are greater than 6" caliper. These include varieties of Oak, Locust, Cedar, Walnut and Maple. Sheet A-31 Landscape plan depicts deciduous shade trees, evergreens and seeding/lawn area without specific planting height for all species and spacing on center. Specific planting height and spacing for all plantings should be provided on the plan. A 15' wide landscape buffer is proposed along the northeast property line at the rear of the proposed parking area. The buffer consists of approximately 23 staggered Arborvitae Green Giants at 4' — 8' tall (planting spacing unknown) Irrigation is proposed at 10gpm Code re uirements: 1. 2,80-93 Front Landscaped Area: A front landscaped area shall be required for all uses in all zoning districts. The required landscaped area shall be covered with grass or other ground cover and shall include appropriate trees and shrubs. As a minimum, in all nonresidential districts and in the Hamlet Density Residential and R-40 Low-Density Residential Districts, one shade tree having a caliper of two inches shall be planted within the front landscaped area for each 40 feet or fraction thereof of lot frontage. Staff: 147' of frontage along Route 25 = 3.6 or 4 street trees required (two (2) existing are shown to remain), 671' of frontage along Wells Avenue = 16.7 or 17 required Specifying certain existing trees to be retained along Wells Avenue may be sufficient, there is an area near the corner of Wells and Route 25 where an additional street tree could be located. Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Compliance requirements: Provide at least 4 street trees along Main Road and 17 along Wells Avenue (every 40'). Existing trees that are proposed to meet this requirement must be specified on the plan 2. 280-95 A & B Interior parking landscaping A. All uses required to provide 20 or more off-street parking spaces shall have at least 10 square feet of interior landscaping within the paved portion of the parking area for each parking space and at least one tree with a two-inch caliper for every 10 parking spaces or fraction thereof. Each separate landscaped area shall contain a minimum of 100 square feet, shall have a minimum dimension of at least eight feet, shall be planted with grass or shrubs and shall include at least one tree of not less than two-inch caliper. B. A landscaped area shall be provided along the perimeter of any parking area except that portion of the parking area which provides access to a street or parking facility on an adjacent lot. Accessways to adjacent lots shall not exceed 24 feet in width and shall not exceed two in number for each purpose. The landscaped area shall have a minimum dimension of four feet, shall be planted with grass or shrubs and shall include at least one tree of not less than two-inch caliper for every 40 feet along the perimeter of the parking area. In cases where the parking area adjoins a public sidewalk, the required landscaped area shall be extended to the edge of the sidewalk. Staff: Total Required = 280 sf Total provided: unspecified; however landscape islands are shown with shade trees as required. The areas of the landscape islands are unknown Compliance requirements: Provide dimensions/area on the plan for all interior parking lot landscaping to meet requirements (280sf); L. Exterior Lighting ursuant to Southold Town Code §172 Fifty-Eight (58) fixtures proposed 1. (2) single pole lights @ 15' in height and 3000K; 2. (2) double fixture pole lights @ 15' in height and 3000K; 3. (4) wall pack fixtures @ height unspecified (3000K); 4. (50) Bollards @ 30" high and 3000K The following items on the photometric plan do not meet the code: - Numerous foot candle values on the photometric plan are shown as greater than the Code maximum of 5.Ofc on site; Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Numerous foot candle values are shown as greater than the Code maximum of 0.05fc along Public R.O.W; - Height unknown for fixtures noted above Total Lumens not provided. Permitted in commercial zone is 25,000 / acre: Lumens Maximum Permitted: 57,000 lumens (2.28ac X 25,000 lumens per acre) M. Staff Analysis: 1. §280-45(A)(7) Retail Stores between 3,OOOsf— 6,OOOsf (excluding unfinished basement and attic areas) i. Building mass is not standardized as recommended in (a)(1)(a) ii. All exterior building walls are consistent with front wall: (a)(1)(b) iii. Street front fagade is divided into three zones to prevent massing:(a)(2)(a) iv, Street front is sited at minimum setback and is transparent between 3' — 8' high for 68% of the front fagade: (a)(2)(b) 2. Suffolk County Department of Health Services (SCDHS) approval is required. As noted above, the mixed use building is required to provide an I/A OWTS for waste water management; 3. Exterior signage details must be provided to ensure compliance with Chapter 280-86(C); 4. ,Mixed Use Building; a. In reviewing the site plan, the current Entrance and Exit to the parking area appear to be reversed from the typical setup; therefore, the consideration should be made to flip the flow of traffic circulation, and angle of parking stalls to prevent dangerous interactions so that ingress is to the south and egress to the north; b. Additional street trees are required to be provided along Wells Avenue near the corner with Rt. 25 (as detailed above in "Landscaping") 5. Proposed Single I amwi I wellip.) Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review a. Consider reducing the area of disturbance by clustering the homes closer together with the goal of preserving more trees. Provide notations on the site plan to note which trees within the area of disturbance will be retained. b. To further the point above, consider "mirroring" the dwelling units (so that the garages are adjacent), and designing two shared driveways that would then split to each individual unit parking area and garage. This would further limit ground disturbance and decrease the number of proposed curb cuts to Wells Avenue. c. Wells Avenue sidewalk: consideration should be made to expand pedestrian accessibility and safety to and from the single family dwellings on this site to Route 25 by the inclusion of a sidewalk along Wells Avenue. d. Collaboration and a site visit with the Highway Superintendent, Town Engineer and Planning Board to review potential storm water run-off from Wells Avenue onto the subject site; e. Verify if there are full basements proposed. The floor plan shows "stairway to basement" but there is no other reference throughout the plans; 6. Existina Trees and Wildlife: naturally vegetated areas provide suitable habitat for special species such as the Eastern Box Turtle and/or the Northern Long-Eared Bat. In the effort to preserve existing habitat and mitigate potential areas of disturbance, the following should be considered: i. Notation on the site plan that all trees shown will be saved. ii. Non-disturbance buffers: to retain not only trees but other vegetation as well with the ability to remove invasive vines and other noxious plants; iii. Wildlife sweeps for Eastern Box Turtles and/or Northern Long Eared bat during construction phasing 7. 2 ...8._ 0-131(K) Guaraait of performance. ..,, (1) Public improvements. A guaranty of performance may be required for all public improvements as part of the conditions of approval. If a guaranty of performance is required, the provisions of Article IX, Bonds and Other Security,[2]shall apply. Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review (2) Other on-site improvements, including, but not limited to, securing the property, buffers, landscaping and/or screening. A guaranty of performance may be required in an amount to be determined by the Planning Board for the estimated value of on-site improvements as part of the conditions of approval under the following circumstances.- Staff: Some level of performance bond is required and should include any off-site improvements required by the Board, and, at a minimum, enough funds to take the necessary steps to secure or restore the site (e.g. security fence) and prevent erosion and runoff, and any other hold-over measures should there be a failure on the part of the applicant to complete the project. 8. Bike racks. The Town is striving to reduce traffic through many different approaches. Alternative transportation such as biking is part of the solution. Providing bike racks will encourage residents to use bicycles. A place to store bikes out of bad weather would also be recommended. 9. Construction of all buildings shall comply with New York State Energy Conservation Construction Code, which requires the use of the following energy efficient products in all new construction: a. Kitchen appliances; b. Bath fixtures; c. Window and doors, d. Boilers, e. Air conditioning. f. The Lighting Plan will comply with the provisions set forth in Chapter 172 of the Town Code. 10.Consideration of potential conditions°. i. Wildlife sweeps for Eastern Box Turtles and/or Northern Long Eared bat during construction phasing; ii. Notation on the site plan that all trees shown will be saved. iii. Non-disturbance buffers to retain not only trees but other vegetation as well with the ability to remove invasive vines and other noxious plants; iv. Year-round leasing of the four rental units (not for short-term or vacation rentals) V: Planning Board items to consider Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review 1. Accept the recommendations of the LWRP and Town Engineer as detailed above; 2. Consider potential mitigation measures related to SEQRA 3. Consider the requirement from the SHPO/OPRHP for a Phase 1A/1 B survey for previously undisturbed areas; 4. Consider the requirements from the Southold Fire District and Town Fire Marshal for fire protection and emergency access; 5. Consider the recommendations of the ARC; 6. Consider the staff analysis items as detailed above, including: a. Mixed use building b. Single Family Dwellings c. Wells Avenue Sidewalk d. Guaranty of performance e. Bike racks f. Landscaping details g. Exterior Lighting information h. Potential Conditions From: Cummings, Brian A. , C Sent: Wednesday, September 8, 2021 3:59 PM i " To: Michaelis, Jessica " �� °° '�� ." Subject: FW: Hard Corner SCTM#1000-61.-4-1 S[v,A �� 0 e� r2M aifruv�s 3"oai'd From: Easton, James Sent: Wednesday, September 8, 2021 2:03 PM To: Cummings, Brian A. Subject: Hard Corner SCTM#1000-61.-4-1 e: Hard Corner Site Plan 53530 NYS Route 25, Southold SCTM#1000-61.-4-1 Brian, A fire protection water- supply should be provided no more than 600 feet from any of the (4) single occupancy rental units on Wells Ave. The hydrant on Route 25 appears to be cover some but not all of the residences. A second hydrant should be provided on Wells Ave. Thank you, James Easton Fire Marshal, Town of Southold r l(W) 631-765-1802 ":1 i�tiot"w lkimbA�, a wr.rut„rrrldtownn� l . k� dt C t't )"RI V1..LE ;Cz ND a'C�NI I f VTIAI li'0A11A,1UNl(.. TIONCONFID NTIAL1TYNOTICE: lhis electr-oni'c�rmdcmit trunsinisSron is intended omdly,fr)r the use of the individual or entr?sr to which it is addressed and may contain r..:oraficletaticrel irlfor rrdrmlieama helexr~r,gi17?,to the senderi,vhi'ch is lam°otec:teel bj,yI)m•i�urile ge. !f},ou ar not the ii7tettclecl r•ec°il)iet7i,.)ror.r are here/l° notified thol anv disclosure, col?Ong, disfribul on,. or the[akil7g of cmyk action in reliance on the contents of thd.S rr7fl)1-01616017 iS StrYctlP prohibiled If y oa have receive-d this tronsrrdrssion in error, please r ol?ljr the,SP:!?E7er r't77r77c'L iuielw by e mad Cann delete the original m77es (Pge:. LAW OFFICES WICKHAM, BRESSLER& GEASA, P.C. 13015 MAIN ROAD, P.O.BOX 1424 MA'ITITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL A. WICKHAM 631-298-8353 JANET GEASA TELEFAX NO.631-298-8565 awickham ng wbglawyers.com August 27, 2021 Donald Wilcenski, Chair Members of Town of Southold Planning Board 53095 Main Road, Post Office Box 1179 Southold,New York 11971 Re: Hard Corner Partners, LLC 53530 Main Road, Southold,NY Dear Board Members. I write on behalf of the applicant, in support of Robert Brown's very pertinent letter responding to comments at and following the public hearing in this matter. Please add these comments to your record. The objections of the neighbors and many who live outside of the neighborhood overlook the fact that this is: 1. a 2 acre HB Zoned property, not a large tract, being developed; 2. in the heart of the HB Hamlet Density/Halo area of the Southold hamlet; 3.'for a relatively small commercial building, which will provide interesting spots for hamlet foot traffic, with affordable apartments above, with 4 modest homes buffering the southerly residential neighborhood; in other words, exactly the type of use that the Town is looking for in their hamlet studies, the comprehensive plan, and zoning parameters; and 4. complemented by a small number of small single family homes, all of which will have back yards where good trees and bunnies can thrive, in an area where there are homes lining the nearby streets along Main Road to the East of Wells Ave.,to the south of the property in the residential areas leading to an also densely populated Calves Neck area, and directly East of the property opposite the private road. There are no streets on the Main Road that do not pose a challenge to a left hand turn. To require a traffic study for this limited development is onerous and unfair to the applicant who has cut back the potential development of the property. This is a problem that must be tackled by the State DOT in conjunction with the local municipality and not visited on a single small property owner. Given the close proximity of the property to the downtown area of Southold shopping, many residents can walk to those services. Wells is not a one-way street that permits an exit only onto Route 25. Page 2, Southold Town Planning Board: Hard Corner Partners, LLC To require a DEIS for this project is well beyond the necessity of a SEQRA review: 1. Traffic, for the reasons set forth above. Sufficient parking will be available on site. The Board can address these issues in the site plan review without a DEIS. 2. Most of the trees are second growth, or perhaps third, and this is not a"forest". The Planning Board has the authority in its site plan review to address existing trees without requiring a DEIS. 3. The Health Department will address the sanitary waste disposal with its extensive regulations. 4. There are no wetlands. The LWRP impacts are minimal and consistent. 5. Any development is required to contain water run off on site, and regrading and filling are extensively monitored, without the need for extraneous DEIS engineering review. This property has been zoned in this matter for decades, so most if not all of the current owners, many of whom live in very densely-situated properties, had absolutely no reason to expect this property would remain as it is. The Town has spent millions purchasing properties to protect open space, wildlife, and impacts from extensive development, including large tracts in the Southold hamlet. The Town cannot be expected to spend those important funds in a small parcel in the heart of the commercial area of Southold. We ask that you move forward with this review without the requirement of a DEIS, a traffic study, or other inapposite requests made by the objectants. Thank you for your consideration and your work on this application. Very try.ty yours, A , gail A. Wickham AA►71di z ReISIBILtrPBPubI-lrgCoinn:enisAug2021 L r, From: Richard Moore <richardmoore131 @gmail.com> u Sent: Monday, August 23, 2021 2:32 PM To: Michaelis, Jessica; Cummings, Brian A. /. l(� 2 6, 2021 Subject: Letter to Planning Board - Hard Corners proposal L'aoaj'd Please pass on to the Planning Board members and other members of the planning department staff, as appropriate. Many thanks! To: Chairman Wilcenski and Members of the Planning Board, Southold Town From: Richard &Janice Moore We own 935 Wells Avenue, immediately to the south of the proposed Hard Corners project. Further to my comments at the public hearing on August 9th, we have several objections to the project and believe that the application is littered with both material unaddressed issues and irrelevant assertions. We would in particular draw your attention to the following: 1)Terrain of the property is unsuitable for the proposed development The subject property, once one moves South from Main Road, has undulating terrain which cannot be leveled or filled without pronounced knock-on effects to the adjacent public roads and properties. While shown with limited granularity (in 2 ft increments), the applicants' own survey shows some of the challenges. Looking, for instance, at the most northerly of the 4 "bungalows", one can see the road at 18' elevation, and the property immediately falling to a 16 ft contour-and then climbing sharply to a 22' contour in the short distance of the proposed driveway. Just walk along Wells Avenue and you'll see the problem -you'd fall down into a natural gully at the side of the road, and yet the owners are proposing to build bungalows several feet higher than the road. The amount of fill required to achieve this would be immense, and certainly cause pronounced drainage problems. The Town Engineer's memo dated June 3, 2021 alludes to some of our concerns regarding drainage. Please don't be lulled into a false sense of comfort by looking at the somewhat comedic (if this weren't such a serious topic) rendering submitted by Robert Brown on the applicants' behalf on July 13th. The rendering gives the impression that the property might be flat land in Iowa, or perhaps has a very gentle but uniform slope to it. Nothing could be further from the truth, most particularly where the proposed bungalows sit on the parcel. Should the planning board even entertain this proposed development, we think it would be appropriate for the board to (i) insist on a fulsome drainage study of the southern portion of the parcel and (ii) allow the public to comment on an "as-built" drawing of the proposed site, including clear markings of the portions of the property to be stripped or filled in order to allow for the proposed construction. 2)Traffic problems would be acute and hazardous Several of our neighbors have noted this issue already. We would highlight; - It can be very difficult to turn from Wells Avenue onto Main Road today, without the impact of this incremental development 1 -Wells Avenue is quite narrow adjacent to the subject property, particularly as you descend from Main Road towards the part of the property at which bungalow development is proposed. The idea of cars accessing Wells avenue from four new driveways, each descending from a hill towards the road, onto the narrow road, is frankly quite dangerous -there is substantial foot and bicycle traffic on Wells Avenue (including, importantly, from children who live in the area and those traveling to/from the nearby schools). The risk of accident will be dramatically higher if there are driveways accessing the narrow Wells avenue from both sides. The issues will be particularly acute near main road (where there would be traffic exiting both the Bank of America lot and the new lot onto Wells Avenue, trying to get back onto Main Road) and near the S-curve at the south end of the subject property. 3)The proposed "55+" development concept is tooth-less To the best of our knowledge, there is no mechanism for the town to enforce a "55 and up" limitation on property. While it sounds nice -who could oppose housing for seniors? -we believe that this is nothing more than a PR stunt with no teeth in Southold town code. As such, unless the planning board is aware of a mechanism to enforce "55 and up" in perpetuity, we believe that that the application should not even be considered. All elements of the application-from the survey documents, to the mailings, to the signage posted on site - refer to the "55+" housing. It either needs to enforceable and deed restricted (in perpetuity), or shouldn't be part of the application. We'd also note that the application makes no comment about the duration of rentals. Age of renters aside, we'd argue that the community concerns would be even more acute if there were any possibility of the bungalows being rented on a short term basis. 4)The applicants'alleged concerns regarding development economics should not be given consideration The applicants go to great lengths to talk about the importance of all 5 proposed buildings to their development economics. However, they provide no support for such assertion and as such it should be disregarded. Anyone who has paid attention to the subject property-which was for sale for a protracted period of time before its purchase by the current ownership group - is aware that the current owners acquired the property for a fraction of the previous owners' asking price, and a very low$/acre for property on Main Road. The reasons for this are likewise evident to anyone paying attention -given the undulating terrain once one moves south from Main Road, the majority of the property is un-buildable from any common sense perspective. In any event, even if the owners had paid a higher price for the property, it would not the Planning Board's mandate to enhance the development economics of a questionable land purchase. Perhaps one last note-we think it is telling that neither the applicants nor their representatives chose to attend the August 9th hearing. If this were a project around which they believed they could get the community's support, we think that they'd have appeared to speak in favor of the project and attempt to assuage the concerns of others. They did not. This approach has been consistent with the approach we've seen since the project first proposed, whereby there has been no community consultation and we get one certified letter after another indicating another hearing just a couple of days in the future. Please consider whether this indicative of a group looking to put forward a project for the betterment of Southold, or if it feels more like a cynical war of attrition (one hearing at a time) with the community. There have been a lot of community objections to the project, and technical rejections by various departments of Southold Town. But we don't see any change to the proposal -just more requests for variances. Most sincerely, Richard &Janice Moore z aA ro u UP T r14.1�( ( VVli aril"ifI ng :.eoaf'd August 23, 2021 _------- Chairman Donald Wilcenski & Members of the Southold Town Planning Board Town of Southold P.O. Box 1179 Southold, NY 11971 Re: "Hard Corner" Site Plan Application (SCTM# 1000-61-4-1) On behalf of Groupfor the East End, lease accept the following comments and p p 9 recommendations regarding the Hard Corner Mixed-Use Commercial-Residential site : plan application. After reviewing the file, t e, tr ng4 e,C loev, that t�5e ap _p _lication warrants more,in-depth review in the form of narrowly.- p a r9._M rift Environmental Ida t Statement (DEIS), Ther tgrg, MmwpdJrLjppoe the Town Planning 13md's iSSUance of a Positive Declaration to ensure that the_prc�re,t�given an ap r� t review tliat rarovrdr-s f r o- p,p, rturiity to address potential impa ts—al possible mitigation measures in a transparent manner. It is also noteworthy to mention that, the ZBA decision (August 2020) regarding project variances should not be viewed as a final decision that limits the comprehensive State Environmental Quality Review Act (SEQRA) review process and authority of the Planning Board. In fact, the decision is clear in its position that any permitted variances are fully conditional on the Planning Board's overall project review. j.t) qpp rt of a Narrowl _ co . .b l : The subject application represents a significant transformation of a highly visible undeveloped parcel in the central corridor of Southold Town. This particular parcel is also notable for its mature tree cover, proximity to Town Creek, and adjacency to a Y 6 residential community with long-established community character. The potential for traffic problems also exists as it's located directly across the street from a retail complex. These issues are detailed below. Traffic: � Traffic on Main Road has undoubtedly increased due to a variety of factors including, f y - seasonal influx, increases in year-round residents due to the Covid pandemic and the popularity of nearby farms, vineyards and other tourists attractions. Additionally, the subject proposal is located directly across the street from Feather Hill, a well-traveled retail complex. A DEIS should examine the following: current traffic conditions, accident reports in the near vicinity, how the intersection of Wells Avenue and Main Road will be affected by the proposed development and importantly how the proposal impacts traffic p P P p Y p p p conditions at the ingress/egress locations of the Feather Hill Complex. Clearing/Buffering: The site is primarily heavily wooded with what appears to be mature trees and m"N vegetation. A DEIS should discuss clearing restrictions, preservation of mature trees and the addition of considerable buffering to ensure privacy and noise mitigation for l r lI I adjacent neighbors. The Planning Board, through the SEORA process, has the ability to provide mitigation measures such as increased clearing restrictions and buffering above and beyond what the Town Code currently allows if they are proposed as i mitigation measures. Wastewater Management: The proposal includes the use of Innovative/Alternative Onsite Wastewater Management systems. Although these systems have proven to treat excess nitrogen, it's imperative that the Town considers overall nitrogen loading and the potential for excess density. The DEIS should provide a comparative wastewater treatment and nutrient management assessment for the subject action and reasonable alternatives. The objective of such an assessment is to inform the Planning Board about the �i proposal's compliance with Suffolk County Health Department standards as well as the total annual nitrogen load produced by the subject action's wastewater treatment (in terms of pounds of nitrogen produced). This information should inform and support a nutrient mitigation plan that can be implemented on the subject action or alternatives examined in a DEIS. The requirement of a binding nutrient mitigation plan can have positive long-term benefits for the areas ground and surface water resources if incorporated as a condition of any approval. Affordable Housing: Although there is a documented need and desire for affordable housing within the Town, there needs to be a documented process to ensure that the units remain ° affordable and are available to Town of Southold residents. The DEIS should discuss a framework for how to ensure affordability and availability to town residents. Alternatives: It is critically...._. :.................. important to recognize that the most important aspect of the SEQRA DEIS process is the mandatory consideration of project alternatives and the requirement that lead agencies adopt a final plan that mitigates potential environmental harm to the greatest practicable extent. In theSLIhiect, c�� e„mprroj ct Baize, building confirurattp,r,i,, qtru tqr 1_" , sJrtg_ r'� he �ite wastewater man erner°it, tree preservatarart..vrs.uat screenar,g, lr iI_fir veneration and character_ rem serv�rto�ia are ,FrjV relevant and,srgr��narni_t. t/I1 matters for consideration." Jl� As such, SEQRA's requirement that a DEIS provide for a comparison of reasonable project alternatives (at a level of detail that is suitable for comparative assessment) can provide potential mitigation measures in response to some of the above-mentioned potential impacts. Conclusion:" It is well established (through SEQRA's regulatory framework and decades of court decisions) that the threshold for full environmental review is low and that the combined e� effects of an overall action are to be fully considered during the review process. Given the overwhelming focus of the Town's recently adopted comprehensive plan on the preservation of community character, size and scale of development, and water quality there is ample policy guidance and regulatory authority to assure that this proposal is subject to the most stringent community development guidelines, which are well supported b pp Y the p ublic and the unanimous decision of the Town Board to P plan. adopt the Town s new comprehensive e Therefore, we strongly advocate that the Planning Board issue a Positive Declaration Jlrl , and require a narrowly-scoped DEIS to examine those critical issues mentioned within our comments as well as any others that the community has already raised. Ir Thank you for taking the time to review our recommendations. I can be reached at pl_arrA� g,�6��' ,� 4 pcjer� ir�� ,ra ,� ,��<. should you have any questions. Sincerely, 1 Jenn Hartnagel Sr. Environmental Advocate r r i ✓G/J/�i///fir�i/r%/%r�,/�/ � // k From: MARC <simonesdad8@gmail.com> Sent: Friday, August 20, 2021 3:28 PM To: Lanza, Heather Subject: RE: Opposition to Development of Forested Parcel on Main Road and eBus Avenue,-, Attachments: 20210820_123517jpg; 20210820_123957jpg; 20210820_124205jpg -- � ° - I' E ED Dear Ms. Lanza; U i f 2 ;o 20 2 '� Thank you for your timely response. )� i�a rug l�uirn� n By way of documenting the many existing commercial vacancies in Southold Hamlet, and therefore the illogic of destroying an important natural habitat to create even more commercial space, attached please find vacancy signage photographed today, August 20, 2021: (1) the building on Main Road previously occupied by the Neefus Stype agancy; (2) the building on the corner of Main Road and Beckwith previously occupied by Dr. Pachter; and (3) the seemingly perpetual vacancies at Feather Hill. Once again, we thank you for your consideration. Respectfully, Marc Strauss and Colette Kern -------- Original message -------- From: "Lanza, Heather" <heather.lanza@town.southol d.ny.us> Date: 8/19/21 10:43 AM (GMT-05:00) To: MARC <simonesdad8@gmail.com> Subject: RE: Opposition to Development of Forested Parcel on Main Road and Wells Avenue YOUr message has been recerV d and `vi11 be placed .in the Planning Board's record for their revie-w and consideration. From: MARC [mailto:simonesdad8@gmail.com] Sent:Wednesday, August 18, 2021 5:07 PM To: Lanza, Heather<heather.lanza@town.southoId.ny.us> Subject: Opposition to Development of Forested Parcel on Main Road and Wells Avenue Dear Ms. Lanza: We have been fulltime residents of Southold Town since 1983 and fulltime homeowners at 1095 Custer Avenue in the hamlet since 1990. We are writing to strenuously oppose the development of the forested parcel on Main Road and Wells Avenue. Photos submitted by Marc Strauss illustrating available commercial space in Southold. 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'�� • v 1 LU cc IMP AMW fi Ad to _ Atj ]yea r ,.Iry l c7 k ti .., •r t' .�'�Y' r ��, tl� tit _f; ;,�` op Subs � 1'►1`� G From: marina seeger <cockadoodle1 @hotmail.com> E C E= 1 Sent: Thursday, August 19, 2021 8:40 PM To: Lanza, Heather G 2 3 2 31 Subject: Wells Avenue development tr,l(,:sJ Iov"m p=rlan nung IBoai d .. Please stop The destruction of the forest on Main and Wells Avenue across from Featherhill. """ ~"-_._.....................___......... It's nice to know that we have a small town with the stores that we know and love. We already have empty buildings and shops in our towns. The need for more stores is something that we really don't need here in Southold! Affordable housing without a 30 car parking lot might be nice. But to build 4 mega homes is crazy! I live on Jockey Creek w the run off issues and can't imagine what all this development would do to the narrow Creek near Calves Neck. We already have plenty of traffic and and environmental concerns in this community. Studies should be conducted for both before considering developing in this area! Thank you for considering this very important decision and how this destruction of land affects our town! Sent from my iPhone ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. To: Lanza, Heather _J Subject: Hard Corner Southold Mixed Use I have lived in Southold for nearly 40 years, and been part of a Southold business(Hart Hardware)behxreaoddudng that time. Thus mm fully aware of the steudy,now phenomenal growth of Southold Tmwn, including the hamlet itself. That growth io what concerns men:-mdlnX this proposed mixed use project called Hard Corner. So much of what attracted my husband and rne to the North Fork at the tirne was, and still is,the greenery, open space, undeveloped land. The Hard Corner ponperty—usitiuoovv—cxcmp|ifins that look. Especially as the property is right iu the middle nf the village, this treed parcel quietly acts as upurk. softening the business landscape of streets and pm6io& lots. Functionally the treos--we often forget--offer clean and �un air, �vv db�removal of adding oxygen to the downtown area. Last September moved from liviuO3X years on Main Buyview Road, SombuN.to 625 Private Road#2. Soutbo|d, o narrow road which runs right along the eastern side of the Hard Corner Property. l have thus had |0 months mf personal experience with what goes on there. |n addition, both my educational and work background have made me well-versed iu the environment, habitats and wildlife. I spent more than 20 years as the manager/director at the Quooue Wildlife Refuge iu0oo-uo.NY. The heavily vegetated Hard Corner property, unbeknownst to most, is the upland beginning of a significant watershed that runs downhill zo the east. Hydrologically that watershed continues through my own property, again dense with trees, shrubs and other plants, into a sizable freshwater pond just off of Mechanic Street. Fcum that pond, drainage of the watershed contiooxsdo,vnhUl through several small wetlands on either side aflower Mechanic Street and on into Town Creek(Duck Pond)Off Youngs Avenue. This watershed functions well: slowing rainwater while filtering contaminants and absorbing min back into our'groundwater while not contaminating the pond,nor the bay nor out-source of drinking water underground. This watershed has another important function: along with adjacent small pieces of land it acts as an uninterrupted wildlife corridor bnm Town Creek op alongside Mechanic Street tothe surrounding vegetation of the aforementioned freshwater pond, dbco on up the ravine of my property, through the Bard Corner property. From there wildlife can cross Wells Avenue, move through the Bank ofAmnriuupmtioa lot and on into the Presbyterian Church and its large cemetery—all of this n||ovving animals to move about with little disturbance|o people's residences and gardens. Red-tailed 8onko, Great Horned Owls and the smaller Screech Qvv|s, along with many song birds live in and use the Hurd Corner woodland. As | mentioned in the public part ofthe huu,(o�/x/m weeks a0o. #:mu)e mn|os frmn the Mechanic Street pond, work their way upland even as faros the Hurd Comer land in order to lay their e�go. �Vhynot let the 000-bunoaoresidents continue tn live here too? Instead nfdeveloping this \/i|lucic oorucrvurcel vvby not just preserve it? -----------_------------------------------_------------- ------------------------------ _....___ ------------------------------------ ___---------- An additional concern is the present general traffic congestion of downtown Southold, pailicularly at the intersection of Wells Avenue at Main Road. K4ichuc|onl-e|ou. Bank of America,the bus Stop for uswell as the scvcm| entrance/exists of Feather Hill—all cone together rWh\there. Motorists, bicyclists and pedestrians all must crisscross each other: any additional traffic Caused by Hard Corner proposed businesses and residences increases confusion and cnnges|ion. FinoUy. U`co are quite afew cxishnGcmp\y business spaces in the town center: Feather Hill: along Main Road including ut the newly available Einstein Square- and in Colonial Corners. let alone the empty Gmoon's Grinding and several boi|dings o|ongNonh Road. VVh� must we conhuuetodiompxopen |und\o build Out new businesses When we huvcso many places already available? All in all i/ is obvious/hu l om Opposed to uny development ofthe Hard Corner Property: mhc,ncsiden/s of the Town have expressed other concerns. It is my hope that thc Planning Board will be very careful -,Ind /houLh/[u} in its decision. Southold ViUuic. now and in the future- iscountin,2oil k! Thanks for yourconsideration of my comments. 6corgeunncSputcs From: Rose Klos <rklos@optonline.net> II Sent: Sunday, August 22, 2021 5:46 PM To: Lanza, Heather Subject: Main Road/Wells Ave building proposal I l 0 G�V �uuu7iuG�:p Il��rau.r� Hello, Recently it has come to our attention that there is quite a sizable plan proposed for the corner of Rt 25 and Wells Ave in the small village of Southold. Looking at the plot plan, we see shops with three apartments, a 30 car parking lot and 4 residents to the rear of the parking lot. With the influx of people and new construction over the past year resulting from Covid defections from NYC and around, our main concern would be the sizeable increase in traffic resulting from such a project. It is getting next to impossible to make cross lane turns as is. Accidents waiting to happen. I believe it would be prudent to have a traffic study to determine the possible impact on the already clogged road. Also, does the small town really require more store fronts, while so many existing ones remain vacant? We have already given up much of our rural and quaint nature. This is the reason people come here. If you want to look like any western Suffolk towns, then move there. Please do not continue to destroy the little that is left out east here. Respectfully submitted, Tom and Rose Klos Jockey Creek Drive ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. From: Melissa Romo <melissatromo@gmail.com> Sent: Wednesday, August 18, 2021 1:20 PM �, �� „ I �y �� m_�� To: Michaelis, Jessica �, Subject: Wells Ave - Attention Healther Lanza1 .1a �� 1 tir�i�°irk I':,oarrl Hi Jessica & Heather- I own the property at 1820 Wells Avenue and just wanted to drop a note to express that I do not support the development at the corner of Wells and Main St. We already have empty retail on Main that has sat empty for some time, and this seems like it would just create more of the same, which doesn't make our town look very nice. I'm also concerned about traffic at the corner of Wells& Main. I've come close to an accident a few times and have witnessed one by another car. It's already a very high traffic corner and this development would surely make it worse. Appreciate your consideration. Have a lovely week. Best Melissa Romo 1820 Wells Ave Southold 201-401-6238 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. t ri a � .Our town may soon be bracing for �V. 9 2 0 21 rude, unwelcome change! We7 i,cy HI C)a J,cl Piece of pristine land. Not to peacefully protest Should make us blush with shame! Apartments and the shops proposed Are bound to bring big headaches Lurking on Wells Road. Folks driving up this avenue Do presently complain Of long To gobble up a well known structure'sTurning onto Main. This new Let'sWould prove totally insane! bunnies,That Would turtles, deer and mice Creating waste,Seems an awful buildingsWhen 'round the town There can be found Some i PlanningAmple, empty space! Dear , We'rei Won't be denied! Please don't allow To become i - i We suggest land park.Would make a perfect country discreetlyAnd tucked wouldIn the woods, It To build the beasts mini From: MARC <simonesdad8@gmail.com> Sent: Wednesday, August 18, 2021 5:07 PM To: Lanza, Heather Subject: Opposition to Development of Forested Parcel on Main Road and Wells Avenue Dear Ms. Lanza: We have been fulltime residents of Southold Town since 1983 and fulltime homeowners at 1095 Custer Avenue in the hamlet since 1990. We are writing to strenuously oppose the development of the forested parcel on Main Road and Wells Avenue. With vehicles entering and exiting Feather Hill, entering and exiting the Bank of America, and increasingly heavy traffic on the North Fork in general, we are concerned about vehicular and pedestrian safety were the proposed development approved and traffic at that intersection significantly increased. We drive and walk that way with great frequency and have a strong personal stake in the outcome of the Town's decision. At the least, a formal, professional traffic study should be conducted and its findings made available to the public. We are baffled by a proposal to develop commercial property and a 30 car parking lot directly across the street from Feather Hill when there are already a seemingly never-ending series of vacancies and unused parking spots at that location, as well as other empty or underutilized buildings and shops in town. Large-scale deforestation in an era of global warming is, with all due respect, environmentally indefensible. The deer will be pushed further out of their natural habitat into residential neighborhoods, exacerbating the already-serious hazards of motor vehicle accidents and tick-borne diseases. The entire aesthetic of our historical and charming hamlet will be seriously and irretrievably compromised. Although we were unable to attend the public hearing in person because of family health problems, please know that we feel passionately and strongly about this matter. This is a natural habitat that should not be destroyed ! Thank you for your consideration. JSL,.b� Respectfully,Marc Strauss and Colette Kern I, 1(a 1�. 2021 1095 Custer Avenue _ Southold. NY 11971 516-330-3733 (mobile) ---- 631-765-0031 (landline) simonesdad8ngmail.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. " l.' 2,021 "� I kn f I� I I � r ° � I 711 X3, . � f it i µ t 1 b Sk ... ^vF vi Az Vi .............. ............ . .... ............ ....... CS >1 Ao I�Kr mil IL Ilk If) qj .............. .................................. From: Cummings, Brian A. Sent: Tuesday, August 10, 2021 3:13 PM To: Palmeri, Allison; Michaelis, Jessica Subject: FW: [SPAM] - Stop the destruction of the forest on Main and Wells R1 � D From: Yvette Lang-Einczig [oraanito eV,h, Lg t,,@ao 1.corn] V rouuu�iu�yii Roan Sent: Tuesday, August 10, 2021 2:04 PM To: Lanza, Heather; Cummings, Brian A. Subject: [SPAM] - Stop the destruction of the forest on Main and Wells To the Planning board of Southold. My family built on Wells Ave in the 50s when most of Wells Ave was potato fields. A lot of my neighbors have a long family history of living on Wells Ave. Not one neighbor supports the planned destruction of land for this development. Southold is a small historical town that will be ruined by allowing the building of shops, apartments and houses on the small 2 acre plot on Main and Wells. It is already difficult to turn left onto Wells or turn right onto Main with the current traffic conditions. I fear that adding more shops, apartments and homes will make it even worse. Please commission a traffic study prior to moving forward on the development. The forest is the home of many deer and other animals and birds. With the destruction of the forest the animals will be driven into the neighborhoods and more accidents are likely to occur. If the area is leveled for additional homes and shops the runoff from the rain will go straight into the town creek and cause mass pollution in our waterways. Also any trees that will be left will die once the leveling is completed. Please commission a water run off study prior to moving forward on the development. There are already so many shops and buildings in Southold that are empty and available. Shouldn't we have a full occupancy prior to adding more shops? Please note that Feather Hill across the street has never been fully occupied since it was built. Can you please reply to this letter to let me know what else we can do to stop this development. All of the neighbors on Wells and the surrounding area are against tearing down this forest. We would like to propose that the town buy the property and make a nice park area where people can sit and enjoy the beautiful historical surroundings instead of putting up another eye sore that would take away from the historical feel of the town and neighborhood. Thanks for your consideration. Yvette Lang-Einczig Yvette Lam Linczi<, YeH Prods-W io➢ts 310 779 6623 um«clt�ct:r� tx�. .......... 1 From: helen <helenmcochran@9 mail.com> Sent: Monday, August 9, 2021 9:56 PM R„ (,, 11� To: Michaelis,Jessica Subject: Re: Wells Ave Building proposali Dear Planning Board members, ?"8,� � owd I was a silent participant via Zoom to the meeting held Aug.9,21 regarding the building proposal for the corner lot on Wells Ave and the Main Road in Southold. I reside at 65 Garden Court, on the corner of Wells Ave and Garden Court. While I realize that my neighbor, Mr. Richard Moore (who resides directly south of the proposed development) brought up the drainage issue) I would like to reiterate the importance of this matter. Mr. Moore's household, my household and nine others who live on Garden Court, along Wells Ave. and on Hill Road West make up the Southold Gardens Property Owners Association, Inc. We have covenants and restrictions which help us maintain the neighborhood we have chosen to make our homes. Included in our Association is common ground which we have largely chosen to remain natural and some of which abuts the property of the woman who spoke about the wildlife and who lives on Private Rd 2. Our common ground goes down steeply to Mechanic Street as she had mentioned. As part of the development of the cul de sac on Garden Court, when our Association dedicated the road to the town, were requirements for the width of the road, the paving and a sump into which road runoff would be directed. When we have a good rain you can watch the runoff run past my house and down to the sump. Further down Wells Ave.just past the house on the corner of Wells Ave. and Jernick Lane, is another sump. During a good rain you can watch runoff pouring into that sump. My point being, Wells Ave runs downhill from the Main Road quite a bit and there are two 90 degree turns just south of the proposed site. The topography of the development property in question has a natural "sump" for the rain that comes rushing past the bank property and down Wells Ave. There is a dip in the road and a steep decline about where the proposed site of houses 2, 3 and 4 are situated on the map and where the driveways for those houses are supposed to meet up with Wells Ave. Short of building bridges and moats I am imagining that this natural "sump" will be filled in so those driveways can meet up with Wells Ave on even ground. I know the highway dept has had to amend the road with rocks and pavement more than once when the macadem has started to fail at that low spot. Water always wins! Where will the runoff from the Main Road, coming down Wells Ave then be diverted? Shouldn't this development be required to have a sump, perhaps eliminating at least one of these houses to allow for the land to function as it has been, as a natural sump, in perpetuity? I believe it should be part of this plan, otherwise it will adversely affect our neighborhood and the integrity of the buildings and driveways being proposed. Water always wins! Thank you for your time and consideration, Helen Cochran Sent from Mail for Windows 10 Another part of our s From: Charles Zehil <czehil@gmail.com> 5q Sent: Monday, August9, 2021 6:35 PM .._ � .k °� °° To: Michaelis, Jessica �m. � V I D Subject: Main Street and Wells Development/Attn: Heather Lanza r Dear Southold town representative, Attn: Heather Lanza ,�. .,. I I would like to have attended today's meeting in person however my schedule did not allow me to make it tonight. I am writing as a southold town resident living at 1905 Oakland Ave. with concern of the plans to develop the land located at Main Street and Wells Avenue. I have lived in Southold for almost 20 years now and I have seen this beautiful town thrive and go through many changes. While this is not a long time in comparison to many others in this town I feel there is a natural beauty and rural sense that has always been the essence of this community. I feel that further development, especially on the main road, will only lead to further crowding of our natural space and worsening traffic concerns that we can't seem to handle given the size of our infrastructure. I firmly oppose decision to develop this land and wanted to make my voice heard. I appreciate your attention to this matter. Sincerely, Charles and Laura Zehil 1905 Oaklawn Avenue Mobile: 646.468.6719 E-mail:czehil@gmailcom ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 From: Cummings, Brian A. Sent: Wednesday, August 11, 2021 8:46 AM " 4-(TT'e��-.. To: Palmeri, Allison; Michaelis, Jessica "I D Subject: FW: Property at Wells & Main For mail, please. „��i �;,�ta Hard Corners Southold public hearing comments 6 I.aIIt ,I I3 a a d From: Otto Schmid [mailto:oschmid@optonline.net] Sent: Tuesday, August 10, 2021 4:57 PM To: Cummings, Brian A. Cc: heather@southoldtownny.gov Subject: Property at Wells & Main Sorry I was not able to attend meeting Monday at 6:00 pm. It was tragic to see the 250+ year old tree cut down several years ago. With the environment changing dramatically it would be ashame to see all the trees across the street cut down for commercial development of stores, condos and apartments. We do not want Southold to become a mini Greenport with stores along Main Street several of which are empty in addition to Feather Hill empty stores. The property also drains off flood water after heavy rains which are projected to get worse in future. It would be much nicer if property of 2,28 acres would be used for mini park in keeping with beauty of Southold town.Traffic on Wells and Main would also get worse and probably require a light in years to come. For all these reasons my wife and I are against this commercial development and we hope you will decide not to go ahead with this commercial venture. Respectfully Judy & Otto Schmid 2975 Wells Ave. Southold 631 7653688 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. FFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 zV SO 54375 State Route 25 'A* "°, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ` Southold, NY ° Telephone: 631 765-1938 d www.southoldtownny.gov 1 . PLANNING BOARD OFFICE TOWN OF SUTOL August 10, 2021 Robert Brown 205 Bay Avenue Greenport, NY 11944 Re: Public Hearing — Hard Corner Southold Mixed Use 53530 NYS Route 25, Southold SCTM#1000-61.4-1 Zoning District: Hamlet Business — HB Dear Mr. Brown: A Public Hearing was held by the Southold Town Planning Board on Monday, August 9, 2021 regarding the above-referenced application. The Public Hearing was held open for written comment until August 23, 2021. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman From: Joe Coogan <coo an oe8@ mail.com> AC Sent: Monday, August 9, 2021 12:336 PM b s To: Michaelis, Jessica�I�� Subject: [SPAM] - Forest On Corner of Main St and Wells- Southold 1 E( I� .,,� 2I021 Attn: Heather Lanza, Hello, 4 .. .. __. ru y family and I are long term residents of Southold. The unbridled boom of growth over a past few years has been disturbing to say the least. The beauty and tradition of this place we live in is its remaining natural properties and sense of space. We've witnessed the destruction of such properties at an alarming rate. And with that we now deal with the growth in traffic and tragic loss of wildlife habitat. We absolutely oppose the purposed development of subject property, especially for the use of additional housing, which burdens our schools and taxes. Additionally, the idea of additional retail space while the retail space we have today has been chronically underutilized? Why? The clear Charter of our Town Hall Representatives is to protect our fragile environment and resident community interests. We see your approval of this usage of subject property in direct contrast to that Charter. We do hope you and our representative team there vote in favor of their neighbors vs. the alternative; the irreversible devastation to our community. Thank you, Joseph and Maureen Coogan 1775 Calves Neck Road Southold, NY 11971 Sent from my iPad i From: Brian Howard <brijaihow@hotmail.com> Sent: Sunday, August 8, 2021 4:52 PM To: Michaelis,Jessica Subject: Hard Corner Southold Mixed Use (SCTM#1000-61-4-1) - Written Statement Attachments: Letter to Planning Board 8-08-21 Howard.pdf Dear Southold Town Planning Board: I am an adjacent property owner and am submitting this letter in advance of tomorrow's public hearing regarding the above-referenced application. Best regards, Brian Howard 53559 Main Road - Routh 25 Southold, NY 11971 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. ry 1V E AUG 0 9 2021 Brian Howard 53559 Main Road—Route 25 w. ......__ ,. Southold,NY 11971 briiaihow( hotmai„l.com 202 August 8, 2021 1l lj Marl Jessi�aMc,§otitlir�ldtowzixl g v: _ r. Donald Wilcenski Town of Southold, Planning Board 53475 Route 25 O Box 1179 Southold,NY 11971 e: Hard Corners Site Plan (SCT 61.-4-1) Dear Chairman Wilcenski and Members of the Southold Planning Board: I am writing in connection with the upcoming public hearing regarding the proposed development of the Hard Corners Site Plan located at 53530 Route 25. Although at this time I intend to attend the hearing, I wanted to provide my comments in writing as well. y wife and I own 53559 Main Road, which is one of the four adjacent homes located directly behind the proposed development on the east side. We purchased the house last summer. As of today, my family (myself, my wife and our four children, aged 8-18) enjoys the house as a vacation home, but eventually soon it will be our permanent residence. In the interest of full disclosure, when we were in discussions to purchase the house, the seller and the broker-did tell us about the proposed plans for this site, so we went in eyes wide open. We also understood, however, that the proposed plans were in the early stages and that there would still be additional approvals necessary before any project was allowed to move forward. We had—and have— complete faith that each of the boards and committees responsible for reviewing the proposal as stewards for the Town would do the right thing for all of its stakeholders. There are three points that I would respectfully request that the Planning Board consider. First, after reviewing the site plan, it is clear-that the proposed development is not one, but rather-two projects. In my opinion as a member-of the community and as an interested property owner, one of those projects arguably makes sense, but the other-one definitely does not. The one that does make sense is the mixed used building to be built on the Main Road, I which has three retail units and three rental apartments. It is in the commercial portion of the town, satisfies a need for low rent housing, and would be at home with other similar buildings. Although there have been serious objections advanced regarding that portion of the project (including safety and traffic concerns), which have been ably expressed by other members of the community, the proposal at least makes sense. The four free-standing rental houses, however, leaves one scratching their head. These side-by-side structures as proposed do not fit in with the rest of the community; they do not fit in with the rest of Wells Avenue; and they do not even fit in with the rest of the proposed development. They bear no relationship, from either an aesthetic or utility standpoint, with the mixed use building to be erected next to it. And it's not just me. I am yet to find a member of the community who believes these houses makes sense. In fact, tucked into the project file is a report from the architectural committee,which contains a number of well-meaning suggestions about how to reconfigure those buildings, which is another way of saying that those structures simply do not belong there. Indeed, it seems the only reason they are even being proposed is that the parcel happens to extend down Wells Avenue. I respect that the developer has proposed using the southern half of the property to fill a dernonstrable need for the town, but those buildings Would nonetheless be irredeemably out of place on that lot- a round peg in a square hole. The second point that I would ask the Board to consider is to reiterate and support the environmental concerns raised by other members of the community. These concerns were raised to the Zoning Board by concerned property owners, and they are being raised by others to this Board. As someone who looks upon the lot in question literally from my front yard, I can confirm that those concerns are real. The property is not a vacant lot—it is a habitat. It should be emphasized that these environmental concerns lie primarily with the southern half of the property, which again raises the question as to whether those four additional buildings make sense in light of their outsized negative impact. Ultimately, the proposal here is to knock down dozens of trees in order to build four(frankly) institutional buildings on an otherwise beautiful street at the expense of one of the few places in Southold where trees are at a premium,I Finally, I would like to note my formal objection to the developer's request for a setback variance, which I understand to be one of the primary purposes of this meeting. Here, I would point out that the Planning Board's statement in its July 14, 2021 memorandum that the rear yard abuts a parking lot is incorrect. The neighboring property is not a parking lot, but rather our driveway, which is our property. It directly abuts the road that my family and I use when we . ....... ......... .......... As an aside.as an outsider looking in. one potential solution here seems obvious: the Town may consider approving the mixed use building on the Main Road,but divide the parcel and repurchase the back half ol the property as part of its conservation initiatives. arrive home. The setback rules are there for a reason—here, to protect us from having a building built too close to our property. We therefore object and reserve our rights at this time. More importantly, this is the second time—at least that I'm aware of—that this developer- has asked the town to bend the rules on this particular project. Here, I would caution the Board to proceed carefully. As someone who has sat on boards throughout my professional career, I have seen this happen before: you keep granting relief from the rules, and each time they are tolerated and approved because they are not a big deal in isolation, and pretty soon you have something that no one ever expected and no one ever wanted. Thank you for considering this letter. I look forward to our family continuing to become a part of this community and I know that the members of this Board will perform your duties and do what is right for Southold. Respectfully submitted, Brian Howard From: Charles Mebus <cmebus28@outlook.com> R.E N Sent: Friday, August 6, 2021 2:04 PM f To: Michaelis, Jessica �1L� 2 °, rr �I„'. Subject: Ref. Hard Corner Partner hearing -1000-61-4-1 "I n Nanning Board _brd I object to any project that will add vehicles to the corner of Wells Ave and Rt.25. The traffic at that corner can be horrendous because of the eateries in Feather Hill, the pizzeria and the increase in traffic on Rt.25. With the vacancies in the village — Feather Hill and town- we do not need addition shops. The current wooded area with its walnut trees makes an attractive break in the building lining the road. Charles Mebus 2145 Wells Ave. Virus-free. www.avast.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 9 1° IIw From: Nancy Chandler <nancychandler07@gmail.com> AUG Sent: Thursday, August 05, 2021 3:30 PM ' TMUf,a,u6.4 6d Wvvun To: Michaelis, Jessica; Lanza, Heather;jessicam@southoldtownny.go Vanno ng Board Cc: John Chandler , � � k ... ),_.._.,. Subject: August 9th Planning Meeting - Letter of Concern - Attention Heather Lanza WA-- lsl.-4®1 Dear Ms. Lanza and Southold Town Planning Department- As full-time residents living on Wells Avenue in Southold, we are writing to express our strong opposition to the proposed development of the property at the corner of Wells Avenue and Main Road. In the eight years we have been living here, we have witnessed an increasing and distressing amount of trees and open space being eliminated for commercial and residential development. The reason we choose the North Fork to live was because of its more rural feel and natural beauty. Sadly, this is rapidly changing. While we never expected things to remain exactly as they were, we are very disappointed in the Town's seemingly lack of action to limit development that destroys natural habitats and adds to the growing volume of traffic and strip mall environment that is so prevalent across communities up-island. Why is another retail space needed when there are already so many vacant retail spaces on Main Road? Why isn't the Town working with existing commercial property owners to address the reasons that so many retail spaces have remained vacant for an extended period of time? Why must more trees and green space be destroyed than is necessary? What about the danger and disruption of increased traffic that such a development will bring? As it is, making a left onto Wells Avenue from Main Road backs up traffic. With this new development, the volume will increase and drivers will get frustrated and make dangerous decisions. Additionally, this area has bus stops on either side of Main Street. Wells Avenue is curvy and one has to be very careful when driving to avoid oncoming cars, pedestrians, and bikers. Additional traffic coming down Wells Avenue to Oaklawn to avoid congestion at the corner of Wells and Main will likely result in someone being injured, not to mention the impact on the quality of life of those of us living on Wells Avenue. Allowing a project of this size on a lot this small is essentially the same as permitting oversized houses to be built - another issue the Town has taken their time addressing while our community changes before our eyes. What will it take to get action on this important issue? We don't dispute the owner's right to develop his land, and feel single-family homes would be more in keeping with the neighborhood without adding unneeded retail space and more traffic congestion. With single-family homes, less trees and green space would need to be removed and would enable a more natural habitat to remain. Nancy & John Chandler 3800 Wells Avenue Southold, NY 11971 Walk to End Alzheimer's -Yaphank Walk Co-Cha ir Nancy E. Chandler Tian peliandier 7(iix !ni,iil.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. From: Ruth Metcalf <ruth.metcalf04@gmail.com> Sent: Tuesday, August 3, 2021 10:29 PM To: Michaelis, Jessica Subject: [SPAM] -Written Statement - Re: Hard Corner Partners Site Plan - August 9, 2021 Attachments: Written Statement - R. Metcalf- HCP Site Plan TM 1000- 61.-4-1.pdf Jessica and Heather, I am an adjacent property owner to the proposed development at 53530 Route 25 (Main Rd), attached is my written statement addressed to the Planning Board Members. Please forward my statement to the board members for their review prior to the public comments meeting on Monday, August 9th. Thank you, �` �ii Ruth Metcalf 890 Wells Rd Southold, NY 11971 AUG 0 5 Z021 � �i 1 � � I Ruth Metcalf 890 Wells Ave ,: � r,�;,�;i i r,,m Southold NY 11971 `.,0 a),C) August 1, 2021 Mr. Donald Wilcenski Town of Southold, Planning Board 54375 Route 25 PO Box 1179 Southold, NY 11971 RE: Hard Corner Partners Site Plan (SCTM 61.-4-1) Chairman Wilcenski and Southold Town Planning Board Members, I am unable to attend the rescheduled public meeting regarding to proposed site plan and development of the parcel located at 53530 Route 25,therefore I am submitting my comments to the board in writing. After reviewing the documentation supplied by your office there are 3 primary concerns I would like to address regarding the new mixed-use building and (4)single-family residences proposed on this 2.25- acre parcel. The first concern is safety,traffic and congestion. The corner of Wells Avenue and Main Rd (Route 25) is a difficult and hazardous corner. Attached is a police report from an accident that took place there less than two months ago. In this accident report the driver of the vehicle-at-fault states "parked cars blocked his view". Parked cars at the BoA ATM and Michelangelo's Restaurant,the Hampton Jitney (and local) bus stops,two exits from Feather Hill, bikers, walkers, kids going to and from school;this intersection is complex and congested. The proposed addition of a 30-car lot and 5 curb cuts feeding into this intersection begs the question; how will your agency ensure the existing infrastructure at this corner can support this development? Additionally,Wells Ave is barely wide enough to support two cars passing(see the attached picture of the knocked over street sign) and has a dangerous "S" curve at the south and west side of the proposed development, here cars blindly approach the curve not being able to see the oncoming traffic. All of these safety and traffic concerns need to be fully addressed before any approval of this site plan. My second comment relates to environmental concerns.The current topography of the land (Ehlers survey 10/8/19, attached)shows that this property serves as a significant swale (recharge area)for the surrounding area.The 14'-envelope on the property sits significantly below the elevations of the surrounding properties. The proposed amount of infill and regrading for the 4 homes at the south end of the property will have a significant effect on the runoff and drainage for all the neighbors. While I understand you will require the developers to manage their own surface stormwater runoff,you cannot possibly engineer the amount of runoff that will be redirected by destroying this significant natural depression in the land. That depression is there for a reason, it is where water naturally flows, previous proposed developments of this parcel (Chase 2008) have understood this and let the southern part of the parcel remain mostly undisturbed. Developing, in this case overdeveloping (ZBA,8/14/20), 2.25 acres of green space in the heart of Southold Town seems incongruous with the direction that we should be taking to preserve the North Fork and our communities. Currently there are built structures in the Town of Southold that are sitting empty, including a building this developer owns (SCTM 141.-4-6.1), shouldn't the thoughtful reuse of those properties be our priority instead of destroying what remains of our green space? Lastly, I would like to address the approvals and documentation of this process.There are letters provided in our packet from the Southold Planning Board about determining lead agency and coordination on (6/1/21)the State Environmental Quality Review(SEQRA), but no SEQRA determination was provided with the packet. Have the SEQRA findings been released? If not,when will the public have the opportunity to review and comment on the SEQRA findings? It seems premature to ask the public to comment on this development when that documentation has not been supplied. As we now know,the ZBA determination issued on 8/14/20 was a "conditional" determination and awaits the SEQRA findings. The SEQRA is an important piece of documentation that other agencies and the public have the right on which to review and comment. It was stated that the property owners requested this conditional ZBA approval and it was granted, an unprecedent occurrence that troubles those familiar with this process. I fully support the need for affordable housing in Southold Town, but the offer of three units of affordable housing under the guise of a for-profit commercial/rental venture that jeopardizes the safety and environmental quality of the surrounding area needs to be fully vetted and, if necessary, rejected. Thank you for your time, service on the board, and thoughtful consideration on this matter, Sincerely, Ruth Metcalf 890 Wells Ave Southold, NY 11971 631 765-8846 r i �.4,, f)'dtp,r�rtlitc:^IrV or Imo lar err It1 c1l,s C C C.,N 1 F N II N E IF )0FR N_. —.... �.f 7 e Tirr � 'drn r _......�...__ ,,.�....�, ......m�..._ _.....m...,.�.,.. rt I " vi l mac or r 11 P NUITl e I �.� .�.. �, _ _ ,.. w,, n.nn. ...�. .�.. �• i Fyrl'LrEET in VB- e"r�11d. E-ivI i, r 11 1 _ � Y 11 + I I i ":. uuaP^"'p N nwreBAs'.a ayn'ueC.,�'. - .. �....� ..._.. —�.. ,..�......_.. ,,,,....— �. t�fral itrre rrr 11� Ir r,ll II Yf ti: .. ��^e�j kl c�cV1� Ilnrtl ,i '� ..., f , �. 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VEHICLE T B Animal 6 Olt, ,,r r .:., 4 a'7S➢Driven l9NRr'rp'r tTEN;,.. l a r,nirOl,a 1� AUbvpuNt,vllVoru 5 Rai'void 1"mrry ¢Yd a r r 1 }va ra uuYrc 2 Co�' rassoour CO !L l lOI V44I Ftj a 0:4%"If.D d'.DGr.UF..W F m......__.,.,,.� ffyd SAFETY EQUIPMENT USED 3 V denrl 1'4 L;ghU uoPl.mUl'V iN Pole First v 0 P)In 4 Meu 1n'r,4 r2. �`5rde Gar 1 N6B Al�nrt Evenl ar k f Al 11 I11:a i✓:V 5 vpRe at c 4+rv?1 25 GuWe F h < 3 I la rwbs v Yv mrry Burn t:Y Crash h Cushion r v 1 `¢"` r e Y14 a 7, vo deer p R urn 14 ;VUn Pisa rp 1r 1< e sevu'rr Burn '15 Tree r P9 dl , (Du AhrrhisionUiiu OSO u1CY curb4ig Vehicle�nrj 1 b rV r' H fldliu 9rrll ,r k tu, p✓ udlsence 'IM a �u, tlim,v0i'MI�FBi`;"ill&AAO..AIYSNI CE ed.I�ri"1111 111'in�IlfMG ¢url EVEi ape �aJ %. r ^J'l�TBvu !T �(.., GrD IHdelVurvn>vtllV w(Dnd 9 ECTrON1 FRO iPIA, , " Y LIrFLIrk AC(D� 27 8n 4 u rraVarP J� PICLF FPC.CfIQVAI �air ritil�r r r` gAr . N. APnaren4 Deaih 22 ' a ri nlll au d irr n cyu sk Seinonlwus VnP�tNalc V 0 hrer f1. lll ir d i 2 F I id ON a hereni[ n arV II WVY rilfiCOVER Shack r a, TQopjus JI ..... 32Iu r'l 'Ir" LE r IiYk P u� l a d 111bu d.. , kl a tIVv Y Chilly ."C 19 0 r u rsr .9r ^ r ._ �_ VAIN" 10, ��F'9 rx 'm Pf „ ,... 1 pL�! ri(Irr%i fv,�/el%Al H%r1 yr 7�!I/r/��i '' rllll V;, l �� xr�%��J/1/..;//;'„1 / /1/. del, ✓)c' �y/';Pt ,i , � I it /�a�,, ,d� �' �rt a'�'�i��ll�i III^,,��{Jlli�,,,lf,�o/i,�i�;�y,�r��/�� l��'ir,�� "✓ f� /��" „'� � ;, � � .; ,,;�,• � ,fir r, � �l,1 �liltr �S " n f,�i1� � ��I A y ,�, ti ,�� rm' „ e, 0 41�'A l � t 4 S. 1 n., " la m f ' 9.w„ y7 AIJ SIF� , i rv:, ef r k x a:A Y A' r „i�u;, p i,V" i µSS " �� 1m _"0.- .,1al A IP hµ7 ry w i 4 r l �M tl F y a % i t s f W� r� v u� wr � Y ':,l WAY,.A;w".p JP nN,^,dry A9 .,M„ �., _ .._ JOHN ! . MER I..AJ) Tel TT T 'o OR. 6 R:FPoY11"'ivAns.J"'r.REE-r" NNM 1.1a;:.NO,AMP & 1,AWK S KIE 1' ';"r' .,r,r, .,:..".ED Y,,'d1 >H : f .` f�..:',:'zY,Y.Qax�dawUa..Nan'o,F�'u'u,'ahwa�s:y7i:�'p9`V.af�UM ;.•=9 ,,. OFFICE LOCATION: S ILI ESS: Town Hall Annex1 Sj P.O. Box 1179 54375 State Route 25 �F Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) , « Southold, NY i;", Telephone: 631 765-1938 www.southoldtownny.gov rourm PLANNING BOARD OFFICE TOWN OF SOUTOLD July 13, 2021 Robert Brown 205 Bay Avenue Greenport, NY 11944 Re: Set Hearing — Hard Corner Southold Mixed Use 53530 NYS Route 25, Southold SCTM#1000-61.-4-1 Zoning District: Hamlet Business — HB Dear Mr. Brown: A Public Hearing was held by the Southold Town Planning Board on Monday, July 12, 2021 regarding the above-referenced application. The Public Hearing was held open due to technical difficulties. If you have any questions regarding the above, please contact this office. Respectfully,- Donald J. Wilcenski Chairman To: Michaelis, Jessica Subject: RE: incoming mail: Hard Corner Partners Rendering From: Robert Brown<rob@ ribrowr?architect,cly [> JUL ,i 2O21 Sent:Tuesday,July 13, 2021 9:45 AM To: Michaelis, Jessica � iplltR,f�llir Iaul6nBr::lod Subject: Hard Corner Partners ,.......__w................ -............w�............�.__._.. ... Hi Jessica, Attached is a rendering of the project for Hard Corner Partners at 53530 Main Road, Southold. Please distribute to Heather and Brian. Thank you, Rob Robert I. Brown Architect 205 Bay Avenue, Greenport, NY 11944 631-477-9752 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 s •t iAN YR4%p, , fir ` k 1 '. (I r `II, � � � r 7 tit �n1yy a { t a \ ti fig ,;L/!°.. �'• � � e ear el r;. �t M ♦ gf e �P� Cii§ CF &, a' OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �, t' Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) , Southold, NY w� Telephone: 631 765-1938 www.southoldtownny.gov COUN PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Planning Board Chairman " Members of the Planning Board Date: July 14, 2021 Re: Request for Comments for Hard Corner Properties SCTM# 1000-61-4-1 #7541 The Planning Board has reviewed your request for comments regarding the above- referenced application and supports the variance requested. The commercial building is proposed to be set back 15' from the eastern property line, which, when viewed from the street, would have been a side yard in any other circumstance. The side yard setback in the Hamlet Business zoning district is 15'. It is only the fact that this property happens to be surrounded on three sides by streets that created the need for a rear yard in this location. The Planning Board supports the setback variance for the commercial building because it fits the pattern of development for downtowns. In addition, the neighboring property to the location of the commercial building is a parking lot. We also note that the other four proposed residential buildings more than conform to the setbacks, with generous rear yards. Thank you for this opportunity to provide comments. If you should have any questions or require additional information, please do not hesitate to contact the Planning Office. 1 �71 Iw'� " U TI IIIU. D IIIIIF I ,IIIII IIIII� �I..��I .�� w�I 99 0 9 L. 11P" '� �°p��„� H�II��u��u�l ng Board Q! N I „�N F4 NIb„ WQw_�q Ni.�^ II I�..Q ��w ry 'I y .. ........ .....m....�....�.�,.,.....,�.......mm..—..,......,.».,. �Q.1�_re I11 d�'.�7 ,N tlb I.yN July 7, 2021 Mr. Brian Cummings, Planner Southold Town Planning Board P.O. Box 1179 Southold, NY 11971 Re: Site Plan for Hard Corner Dear Brian:. Please be advised that the Board of Fire Commissioners have reviewed the above-mentioned site plan and have the following recommendations for this property: 1. Basements meet NYS Code for egress; 2. Radius at rear of parking lot meets minimum turning radius for firetrucks/aerial trucks 3. A hydrant installed on Wells Avenue The Board would like to reserve the right for further review of the above site plan if any changes occur to this property or to other property in the immediate area. Sincerely, Carol A. Miller Fire District Secretary RECEIVED AFFIDAVIT OF POSTING ( � r��xs�� w,rn...... g"Ili;nnirq-, I13oard This is to serve notice that I personally posted the property known as � - a - . W--K- 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 2 22 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 whicis �Irpss on W Your Name ( rint) Signature , Addres Date N ary- ubl BETSY A.PERKINS Notary Public,State of New York No.01 PE6130636 Qualified in Suffolk Cou - Commission Expires July 1 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon, Fri., 7/9/21 Re: Hard Corner Partners SCTM#: 1000-61-4-1 Date of Public Hearing: Monday, July 12 2021 6:04 p.m. Notice to Adjacent Property Owners Hard Corner Southold Mixed Use 53530 NYS Route 25,Southold, NY SCTM#1000-61.-4-1 .,. 61.-1-13.1 `e 61.-1-15.5 3. 61.-3-7 45. 61.-3-8.5 6 61.-4-3 61.-4-4 61.-4-8 4 „ 61.-4-9.2 ,110. 61.-4-9.3 1111. 61.-4-10 1�1710 63.-7-8 wl 13. 63.-7-9 414. 63.-7-17.11 �Z cca E io pp pp-�qq ® 19 p g C @@� � p rr '� ' kd 1 1? 1 "`" o 1 rli ` 1 ' r 'mac N 4e�' r-0 M 075116aA� 4 • E 3 OOO�❑ ❑�¢ E re�aicaa �;m ra4 TVx. 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I. �Prrrrt�t�ra��d�U°a „� �P'C�'�'ur �, ........... w I 1 f I From: Palmeri, Allison Sent: Monday, July 12, 2021 12:12 PM To: Michaelis,Jessica; Cummings, Brian A.; Don Wilcenski home (dwilski78@gmail.com); Lanza, Heather; Mary Eisenstein (pbmary@optimum.net); Rafferty, Pierce; Rich III, James H; Sidor, Martin H; Terry, Mark; Wilcenski, Donald J Subject: Public Hearing Mailings Good Afternoon According to the evidence received, the mailings have been sent correctly regarding the upcoming hearings for both projects on for Public Hearing tonight: Hard Corner Mixed Use and Weathervane Resubdivision. Thank you, Allison Palmeri, Part-Time Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email: allisonp@southoldtownny.gov i NEWYORK Parks, Recreation, STATE OF e__\ OPPORTUNITY and Historic Preservation I ------........ ernor Commissioner Assistant Director of Planning Town of Southold Planning Department Z Re: SEQRA Hard Corner Southold Mix Use 53530 State Route 25, Southold, Suffolk County Dear Mark Terry: Thank you for requesting the comments of the Division for Historic Preservation of the Office of Parks, Recreation and Historic Preservation k]PRHFl. We have reviewed the submitted nnatorim|n in accordance with the New York State Historic Preservation Act of 1880 (section 14.09 of the New York State Parks, Recreation and Historic Preservation Law). These oornnnanto are those of the Division for Historic Preservation and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved inor near your project. Such impacts must be considered os part ofthe environmental review ofthe project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (ONYCRR Part 017). We note that the proposed work is adjacent to the Southold Historic District which is ||sb*U in the State and National Registers of Historic Places. We have reviewed the submission received on May 26, 2021. Therefore, under SEQRA, our office, as subject matter experts, the Technical Services Unit has no concerns with the work as proposed. Please note: our Archaeology Unit does have concerns with the proposed work and they have requested additional information. Please see and respond to Tim Lloyd's request for additional information via the response wheel inCR|S. If the lead agency concludes that additional studies would be beneficial to identify and/or assess potential impacts to archeological and historic resources eligible for the registers, the OPRHP would be pleased to provide additional guidance. Please be aware that if this project will involve state or federal permitting, funding or licensing, it will undergo m more rigorous review for potential impacts to architectural and archaeological resources under in accordance with the state or National Historic Preservation Laws. |f you have any questions, | can be reached at (518) 2O8-2170. Sincerely, ~ F<obynSedgvvick Historic Site Restoration Coordinator e-mail: robyn.nedgvvink@porks.ny�gov via e-mail only Division for Historic Preservation I V EI I , w i 111'i.. 0 12021 STATE Of PORTUNI:V� Historic Preservation sfajl,i,f,ir.1 .I Own ID ANDREW M. CUOMO ERIK KULLESEID Iann__. i n�i i 3oar d Governor Commissioner lQ t ARCHAEOLOGY COMMENTS Phase IA/IB Archaeological Survey Recommendation Project: Hard Corner Southold Mix Use PR#: 21 PRO3493 Date: 6/2/2021 The project is in an archaeologically sensitive location. Therefore, the State Historic Preservation Office/Office of Parks, Recreation and Historic Preservation (SHPO/OPRHP) recommends a Phase IA/IB archaeological survey for components of the project that will involve ground disturbance, unless substantial prior ground disturbance can be documented. A Phase IA/IB survey is designed to determine the presence or absence of archaeological sites or other cultural resources in the project's Area of Potential Effects (APE). SHPO/OPRHP anticipates that the northern portion of the project area has experienced prior soil disturbance as a result of structures that appear to have been demolished in the mid-twentieth century, but the southern portion of the project area appears to be relatively undisturbed. If you consider the entire project area to be disturbed, documentation of the disturbance will need to be reviewed by SHPO/OPRHP. Examples of disturbance include mining activities and multiple episodes of building construction and demolition. Documentation of ground disturbance typically consists of soil bore logs, photos, or previous project plans. Agricultural activity is not considered to be substantial ground disturbance. Please note that in areas with alluvial soils or fill archaeological deposits may exist below the depth of superficial disturbances such as pavement or even deeper disturbances, depending on the thickness of the alluvium or fill. Evaluation of the possible impact of prior disturbance on archaeological sites must consider the depth of potentially culture-bearing deposits and the depth of planned disturbance by the proposed project. Our office does not conduct archaeological surveys. A 36 CFR 61 qualified archaeologist should be retained to conduct the Phase IA/IB survey. Please also be aware that a Section 233 permit from the New York State Education Department (SED) may be necessary before archaeological fieldwork is conducted on State-owned land. If any portion of the project includes the lands of New York State, you should contact the SED before initiating survey activities. The SED contact is Christina Rieth and she can be reached at (518) 402-5975 or christinasieth n sed, ov. Section 233 permits are not required for projects on private land. If you have any questions concerning archaeology, please contact Tim Lloyd at Timothy.Lloyd@parks.ny.gov Division for Historic Preservation P 0 Box 189,Waterford, New York 12188-0189®(518)237-8643®https://parks.ny gov FORM NO. 3 RECEIVED TOWN OF SOUTHOLD 1L;'I !f G 202 ff BUILDING DEPARTMENT SOUTHOLD,N.Y. Fll ar°v k'ig Bow d NOTICE OF DISAPPROVAL DATE: June 25, 2021 TO: Robert I. Brown(Hard Corner Partners LLC) 205 Bay Avenue Greenport,NY 11944 Please take notice that your application dated June 18,2021: For permit to: construct a mixed-use commercial lil n with accessory a ynents aid,&c grrr sin de-family dwellings at: Location of property: 53530 Main Road, Southold,NY County Tax Map No. 1000—Section 61 Block 4 Lot„1 Is returned herewith and disapproved on the following grounds: The mowsed..mixed-use comineivialmbuilding with accessotN aaailnients in the HB District, is not ermitted pursuant to the Bulk schedule whichrequires a rear yard setback of 25 feet. The site plan �notesmmarear ywd setback of 15 feet. In addition.the proposed uses require site plan,:.,.!pp y .l from the Southold Town Planning Board. (Note: ZBA 47387 approved on 8/6/2020) Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A.,Planning OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex " so P.O. Box 1179 54375 State Route 25 ° �� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) C " Southold, NY �, Telephone: 631 765-1938 www.southoldtownny.gov AUIM PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 9, 2021 Robert Brown 205 Bay Avenue Greenport, NY 11944 Re: Set Hearing — Hard Corner Southold Mixed Use 53530 NYS Route 25, Southold SCTM#1000-61.4-1 Zoning District: Hamlet Business — HB Dear Mr. Brown: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, June 7, 2021: WHEREAS, this site plan is for the proposed construction of a 2-story 4,983 sq. ft. mixed-use building fronting NYS Route 25 with retail on the first floor and three (3) apartments on the second floor, and 25 parking stalls; and four (4) 1,597 sq. ft. residential rental units (age-restricted 55+) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. The property is located at 53530 Route 25, Southold. SCTM#1000-61-4-1; therefore be it RESOLVED, that the Southold Town Planning Board sets Monday, July 12, 2021 at 6:04 p.m. for a Public Hearing regarding the Site Plan entitled "Hard Corner Mixed Use" prepared by Robert I. Brown, R. A., dated March 10, 2021. The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Hard Corner Mixed Use Page 2 June 9 2021 Please return the Affidavit of Posting/Mailing,Posting/Mailing, included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 1200 noon on Friday, July 9. 2021. The sign and the post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. jespjectull Donald J. Wilcenski Chairman Encls. Notice to Adjacent Property Owners Hard Corner Southold Mixed Use 53530 NYS Route 25, Southold, NY SCTM#1000-61.-4-1 L 61.-1-13.1 2. 61.-1-15.5 3. 61.-3-7 4, 61.-3-8 5. 61.-3-8.1 6, 61.-3-8.5 7. 61.-4-1 8. 61.-4-3 9. 61.-4-4 10. 61.-4-8 11. 61.-4-9.2 12. 61.-4-9.3 13. 61.-4-10 14. 63.-7-17.11 Southold Town Plannin Board Notice to Adjacent Properly Prop2lly 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#1000-61-4-1; 3. That the property which is the subject of this application is located in the HB Zoning District; 4. This site plan is for the proposed construction of a 2-story 4,983 sq. ft. mixed-use building fronting NYS Route 25 with retail on the first floor and three (3) apartments on the second floor, and 25 parking stalls; and four (4) 1,597 sq. ft. residential rental units (age-restricted 55+) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) 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 (2nd FI., Former Capital One Bank) by appointment only. 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 southoldlownn .(oy; 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). ac Mw� �southoldtow!],�2 ; Or by sending an e-mail message to: Jessm 6. That a public hearing will be held on the matter by the Planning Board on Monday,.4yjy 12.,,,2021 at_6:0 ._virtually via the Zoom online platform; 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. It is not necessary to attend this hearing to participate. Written comments received prior to the public hearing date are acceptable. Written comments may be submitted via letter or email to: Jess„icaM southoldtownn ov Petitioner/Owner Name: Hard Corner Partners LLC Date: 6/15/21 PLANNING BOARD PUBLIC MEETING Monday, July 12, 2021 6.00 p.m. This Public Meeting will be held virtually via the Zoom online platform. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Options for public attendance: To join via computer: https://us06web.zoom.us/j/95150719420?pwd=ekdmZDJSeWZQNmEybGZtUHBvV2NIdzO9 Or Online at the website zoom.us, click "Join a Meeting" and enter the Meeting ID: 951 5071 9420 Password: 779906 Join by telephone: Call 1 (646)558-8656 Enter Meeting ID and password when prompted (same as above) 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. 7/9/21 Re: Hard Corner Partners SCTM#: 1000-61-4-1 Date of Public Hearing: Monday, JL.J(y� 0�u I w :0 �'r . Town of Sowhold .PCICodebookfor fflindows § 55-1. Providing notice of public hearings. [Arnended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon deten-nining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official ' newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which i ati the property involved in the application or petition abuts, giving notice of the application i or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. PLANNING BOARD PUBLIC MEETING Monday, July 12, 2021 6.00 p.m. This Public Meeting will be held virtually via the Zoom online platform. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Options for public attendance: To join via computer: https://us06web.zoom.us/j/95150719420?pwd=ekdmZDJSeWZQNmEybGZtUHBvV2NIdzO9 Or Online at the website zoom-us, click "Join a Meeting" and enter the Meeting ID: 951 5071 9420 Password: 779906 Join by telephone: Call 1 (646)558-8656 Enter Meeting ID and password when prompted (same as above) t y i � i IIIIII .� I- a , I I " SIX IIII I IIH I Po r � k n 4 v u s i n y N Y I Y ji w ' pp Ys 4 � v, r is M� r t y e " a, x � v n � v !all " c, y � o 1 w s p MAIN o rr ql �p Y L" �n r U �w. J d m n w.c) � L �f •- K j y l i r a µ r ' CO r} I^, r 7 ___----------- Elizabeth Thompson, Chairperson Town Hall Annex Ronald McGreevy 10 .t0 54375 Route 25 Reynolds duPont,Jr.,Fishers Island Liaison wN PO Box 1179 Anne Surchin,Historic Preservation Southold,NY 11971 Commission Liaison ' wr Fax(631)765-6641 .. I --------- : -Telephone:(63-1)765-1892 ------- RECEIVE _ www.southoldtownny.gov f�,) 2 1 2 Town of Southold Architectural Review Committee 8`61'001_0 tl'd iOW1 Minutes Nanirnuao ; 3oan„m„ .......m- June 10, 2021 at S:OOP.M. Members Present: Elizabeth Thompson, Chairperson; Ron McGreevy; Anne Surchin; Brian Cummings,Town Planner; Elizabeth Cantrell, Secretary The minutes for the April 16, 2021 meeting were approved. Introduction: All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations,together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. Amended Site PlanAp lication: Premium Wine Group Amended#3 SCTM#1000-121-6-1 This amended site plan is for the construction of a 1,860 square foot building for office and storage which will connect two existing buildings on site; and the construction of a 4,402 square foot detached accessory storage building with loading dock, and twelve land banked parking stalls are proposed to be constructed where there exists two buildings totaling 20,585 square feet on a 3,563 acre parcel in the LB Zone, Mattituck The Committee reviewed the proposed site plans and are requesting additional information prior to a determination in order to clarify a contradiction between pages SP1 and 2, specifically along the south elevation of the existing plan. The Committee is requesting a detailed roof plan of the new winery addition and how it intersects with the two existing roof on the south elevation. Motion made and seconded. All Ayes. New Site Plan Application:, Hard Corners Southold Mixed Use SCTM# 1000-61-4-1 This site plan application is for the proposed mixed use construction of a two-story, 7,812 gross square foot building fronting N.Y.S. Route 25 with 4,983 square feet of retail on the first floor and three (3) 1 affordable housing apartments totaling 2,829 gross square feet on the second floor and 30 parking stalls; and four(4) 1,597 square foot residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB)Zoning District. The Committee reviewed the proposed site plan and are making the following recommendations. • Show correct setbacks to three front yards at 15ft, one rear yard at 25 ft. • Bldg.#1 to be revised to fit within setbacks. • Submit signage, exterior color& material selection as well as exterior lighting specs for Bldg. #1 • 20 foot buffer is suggested between houses and parking lot • Every effort should be made to save existing large trees identified on landscape plan • Cluster zone bldgs. 2-5 to preserve landscape and provide best views from individual houses. • Provide one sanitary system for bldgs. 2-5 to meet new waste standards. Locate in low area of site as possible. • Where houses face the street, use minimum setbacks in keeping with town character. Buildings 2-5 Plan & Elevations: • Where houses face the street, add useable front porches in keeping with town character. • Add more and larger windows as shown, including living room bay window. • Modify typical house plan, as suggested,to improve and clarify primary and secondary views. • Submit varying color schemes for each house. A recommendation was made that the project be resubmitted. Motion made and seconded. All Ayes. Elizabeth Cantrell,A.R.C.Secretary 2 -- w_ w _... _. ._ . ..... _... .......... ..._.�_..... ...._.. _. _ ....... _.. ........_.w. a i I 0 i q 0 h � r 1 , µ n� f 4 � M t I J 1A, i OJ _ 4�1 1'4N r9 ,•. u r ° r v3 tl r4 ��A n u i h M � 1 � I s I µ t � I Y 1r ............. ........ LO -el m� Ll pill, ... .......... LOCATION:OFFICE z-y LING ADDRESS- Town Hall Annex `r Zx"" S k P.O. Box 1179 54375 State Route 25 ` ' �, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ' Telephone: 631 765 1938 Southold, NYPLANNING BOARD OFFICE �� www.southoldtowiniy.gov TOWN OF SOUTHOLD June 9, 2021 Robert Brown 205 Bay Avenue Greenport, NY 11944 Re: Set Hearing — Hard Corner Southold Mixed Use 53530 NYS Route 25, Southold SCTM#1000-61.4-1 Zoning District: Hamlet Business — HB Dear Mr. Brown: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, June 7, 2021: WHEREAS, this site plan is for the proposed construction of a 2-story 4,983 sq. ft. mixed-use building fronting NYS Route 25 with retail on the first floor and three (3) apartments on the second floor, and 25 parking stalls; and four (4) 1,597 sq. ft. residential rental units (age-restricted 55+) along Wells Avenue,, all on 2.28 acres in the Hamlet Business (HB) Zoning District. The property is located at 53530 Route 25, Southold. SCTM#1000-61-4-1; therefore be it RESOLVED, that the Southold Town Planning Board sets Monday, July 12, 2021 at 6:04 p.m. for a. Public Hearing regarding the Site Plan entitled "Hard Corner Mixed Use" prepared by Robert I. Brown, R. A., dated March 10, 2021. The public hearing packet regarding the Towns notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Hard Corner Mixed Use Page 2 Alne... Please return the Affidavit of Posting/Mailing,Posting/Mailing, included in the acket alon with the certified mailing receipts AND the si ned reen return recei t cards before 12:00 noon on Friday, July 9 2021. The sign and the post need to be returned to the Plannin Board Office after the ublic hearin is closed, If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. espec�_NI1 6,z� Donald J. Wilcenski Chairman Encis. From: Baylinson, Lester Sent: Thursday, June 3, 2021 3:25 PM � �. � ....... To: Cummings, Brian A. RECEIVED Cc: Michaelis, Jessica; Burke,John �® Subject: Site Plan for Hard Corner Southold Mixed Use TM# 61.-4-1 � ��` 0 4 2021 Good Afternoon, there are no open violations on this parcel. It is Ok to proceed.Thanks A�� iun:i Board r°.... _........__........................... ....._ 1 SCOTT A. RUSSELL MICHAEL M. COLLINS P.E. SUPERVISOR v� , � TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD NEW YORK 1197 Tel. (631)-765—1560 Fax (631) 765—9015 1 frill l �4 a1� 1 f 4,fu ors ,a"�ii➢Y,�O� 11) � IIS, '`'A��:..C. OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 3, 2021 Planner Southold Town Planning Department 54375 Main Road � " � Southold, New York 11971 RKEN"'E".Q.] Re- Hard Corner Southold Mixed Use 1l Sl' War Z(1 . SCTM #: 1000 — 61. — 04 — 1 „m ......... O W Dear Mr. Cummings: Pann4wLBcard As per a request from your office, I have reviewed Drawing Al (General) and Drawing A2 (Utilities/Drainage/Sanitary) of the Site Plan for the Hard Corner Partners LLC Mixed Use development prepared by Robert I. Brown, R.A., dated March 10, 2021. Please have the applicant submit revised plans that address the following: 1. The number of drainage structures shown for Zones A through J do not match the number of structures described in the drainage calculations. Reconcile these discrepancies. 2. Ensure that the labels for Zones G through J are clearly visible and are not obscured by the shading depicting the paved parking lot. 3. Provide contours or flow lines that show how stormwater flow will be directed into the drainage structures serving the parking lot. 4. The number of drainage structures shown for Zones 1 through 5 do not match the number of structures described in the drainage calculations. Reconcile these discrepancies. 5. Enlarge the drainage calculations so that they are more clearly visible. 6. 1 recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future maintenance. 7. The final plans must show details for all new design elements including, but not limited to, asphalt paving, concrete curbing, concrete sidewalk, concrete pads, drainage structures and drainage piping. 8. The final plans must show the location of and details for all erosion and sediment controls including, but not limited to, the construction entrance, perimeter silt fencing, concrete washout area and soil stockpile areas. If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, P.E.. Town Engineer OFFICE LOCATIO : r MAILING ADDRESS: Town Hall Annex P.O. Box 1179 " w. 54375 State Route 25 � ),�� P.O. Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov �cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 1, 2021 Ms. Carol Miller c/o Southold Fire District P.O. Box 908 Southold, NY 11971 Re: Request for Review: Proposed Site Plan for Hard Corner Southold Mixed Use 53530 Main Road, Southold SCTM#1000-61.4-1 Dear Ms. Miller: 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 site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Please contact me at (631)765-1938 if you have any questions and thank you for your cooperation. Sincerely, Brian Cummings Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Tawas Hall Annex , � P.O. Box 1179 ol/ 54375 State Route 25 " " Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) '' Southold, NY , Telephone: 631 765-1938 www.southoldtownny.gov ',o 1 C4 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, PlannoT�--\ Date: June 1, 2021 Re: Site Plan Application Review: • Request for Comments pursuant to Section A14-24, Suffolk County Administrative Code • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 • SEQR Lead Agency Request The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements from the Suffolk County Planning Commission that the Southold Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Southold Referral & SEQR Coordination Planning Board Position: (x) This agency wishes to assume lead agency status for this action. Comments: Project Name: Hard Corner Southold Mixed Use Address: 53530 Main Road, Southold Tax Map #: 1000-61.-4-1 Requested Action: This site plan is for the proposed mixed use construction of a 2- story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Planner Southold Town Planning Board (631) 765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) • SCPC Referral Submission Cover Sheet 2 Appendix A-ovmxx County m:nmns Commission Guidebook 16 Municipality: Sputhold Town! Ham Local Case Number: __________ District: 1000So,tion: 61 Block: �� Lot1 Local Meeting Date: App|ioadon/AodonNumo: Public Hearing: No ZyJ1�t.R!B��/: SEQRA Acrbon: Draft EIS pm,mve Declaration New Exp p/nu/ s/a Negative Declaration Zoning Roafrl of Appeals Expansion Lead Agency Findings Draft Scope Town Board/Village Board of Trustees Brief description v,application o,proposed action This site plan is for the proposed mixed use construction of 2- atory7.812 gross sq. ft. building fronting NYG Route 25 with 4.98] sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 3.829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1.597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile ofa nuclear power plant or airport orwithin 5no feet of: ' Amun/c/pa/ boundary; ^ Fhe boundary of any existing or proposed county, state,or federal park or other recreation area, - The rioxt-of-wavor any existing o,proposed county n'state road; - An existing o,proposed county drainage channel nnp� - The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, ^ The boundary of county, state, or federally owned land held or to be held for governmental use, - rhe boundary ofa farm located mnn agricultural district Comprehensive Plan (Adoption orAmendment) Subdivision Zoning Ordinance mr Map (Adoption orAmendment) Use Variance Code Amendment Area Variance Official Map Special UsePermit/Exomption/Conditiona| Use Moratorium Site Plan 4 Note The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission The provisions of amLanu /a*s of Suffolk onvnw must be used m verify which actions are subject m,e/exn/ and the related procedural requirements Additional Application Information Action Previously Referred to Suffolk County Planning Commission res 11to 11�(IF yes, DaIr' - Adjacent mun/c/va/uv wouoeo (see mvo GwLzssnn) rem No m/A ' Located vvumn Long Island Pine Barrens Zone "es No ' vvo,kforce/mm,uau/e Housing (es No N/A ' Energy Efficiency reo No w/x - Zoning Board of Appeals xn'ruva/ (es No w/x - uvnv/* County Department of Health Approval/Comments res No w/x - New York State oept of Environmental Conservation Approval/Comments ,es No w/A ' New York State/Suffolk County Dept. ur Public Works Anvmvaxcomme^ts vmu No mVA - sunomcoun/vsaoxorvcouexmc/es.srovnuwa,e, Management Zone / o m w v v/ vx vm Contact Information Municipality Town Of Southold Contact Name: Department/Agency! Phone wumuer� Email Address Applicant: Robert|-Brown,Architect, p.0 con/act: Name: Applicant Address: OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � , P.O. Box 1179 54375 State Route 25 "�� c ry Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planner Date: June 1, 2021 RE: Proposed Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act -SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Hard Corner Southold Mixed Use7 Page 2 —June 1, 2021 Planning Board Position: W This agency wishes to assume lead agency status for this action. This agency has no objection to your agency assuming lead agency status for this action. Other (see comments below) Comments: Project Name: Hard Corner Southold Mixed Use Address: 53530 Main Road, Southold Tax Map #: 1000-61.-4-1 Requested Action: This site plan is for the proposed mixed use construction of a 2- story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft, of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq,. ft, residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. SEQRA Classification: ( ) Type I ( ) Type 11 (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ° s P.O. Box 1179 54375 State Route 25 �,� �� ''�rw Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) !� Telephone: 631 765-1938 Southold, NY www.southoldtow-nny.gov cou b PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: June 1, 2021 Re: Site Plan for Hard Corner Southold Mixed Use 53530 Main Road, Southold SCTM#1000-61.4-1 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 site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Thank you for your cooperation. OFFICE LOCATION: ,; MAILING ADDRESS: Town Hall Annex so , P.O. Box 1179 Southold, NY 11971 54375 State Route 25 � �� (cor. Main Rd. &Youngs Ave.) + „ Southold, NY , Telephone: 631 765-1938 www.southoldtowrmy.gov 'r')OUNV PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Members of the Southold Town Housing Advisory Commission Elizabeth A. Neville, Town Clerk From: Brian Cummings, Planner Date: June 1, 2021 Re: Proposed Site Plan for Hard Corner Southold Mixed Use 53530 Main Road, Southold SCTM#1000-61.4-1 Zoning District: Hamlet Business - HB The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. For your convenience, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. 1. Go to the Town of Southold website www.southoldtownny.gov ; 2. Click on the Laserfiche Weblink icon located on the home page, 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; 7. Click on SCTM# "1000- 61.4-1 Hard Corner Southold Mixed Use"; 8. Click on Site Plan. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex r P.O. Box 1179 54375 State Route 25 1" , Southold, NY 11971 (car. Main Rd. &Youngs Ave.) Southold, NY ` �, Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planne� Date: June 1, 2021 Re: Site Plan for Hard Corner Southold Mixed Use Application Name: Hard Corner Southold Mixed Use Tax Map Number: 1000-61.4-1 Location: 53530 Main Road, Southold 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: 3/10/2021) Revised/Amended Site Plan (Dated: Grading and Drainage Plans (Dated: ) Other (AS BUILT) (Dated. Project Description: This site plan is for the proposed mixed use construction of a 2- story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Your comments are appreciated by June 30, 2021. Thank you for your cooperation. OFFICE LOCATION: NIAILING DRESS: Town Hall Annex ° '4 P.O. Box 1179 54375 State Route 25 #'�"� � Southold, NY 11971 (car. Main Rd. &Youngs Ave.) G► w Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector James Easton, Fire Marshal From: Brian Cummings, PlannerV—) Date: June 1, 2021 Re: Site Plan for Hard Corner Southold Mixed Use 53530 Main Road, Southold SCTM#1000-61.4-1 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Thank you for your cooperation. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-61.-4-1) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ' P.O. Box 1179 54375 State Route 25 �� `©T ,, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ? rr Southold, NY Telephone: 631 765-1938 www.s outh of dt ownny.gov COu0 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planner Date: June 1, 2021 Re: Site Plan for Hard Corner Southold Mixed Use 53530 Main Road, Southold SCTM#1000-61.4-1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Thank you for your cooperation. Encls: Site Plan Application Site Plan C LCAI LING S: Town Hall Annex SO -�' 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 Cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planner& Date: June 1, 2021 Re: Site Plan for Hard Corner Southold Mixed Use Located at 53530 Main Road, Southold SCTM#1000-61.4-1 The Planning Board refers this Site Plan Application to your committee for review and comments. This site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Thank you. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-61.4-1) OFFICE LOCATION: MAILING DRESS: Town Hall Annex H P.O. Box 1179 54375 State Route 25ti Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) , i Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov 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: June 1, 2021 Re: Site Plan for Hard Corner Southold Mixed Use 53530 Main Road, Southold SCTM#1000-61.-4-1 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Thank you for your cooperation. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-61.4-1) Came'r fyl,%xedU From: New York State Parks CRIS Application <cris.web@parks.ny.gov> Sent: Wednesday, May 26, 2021 10:58 AM To: Terry, Mark Subject: SHPO Initial Submission Accepted for Consultation Project: 21 PR03493 This message is a notification from the New York State Historic Preservation Office (SHPO) through its Cultural Resource Information System (CRIS). Initial submission Q5KF5P55V619 (Hard Corner Southold Mix Use ) has been accepted as new project submission 21 PR03493.001. Please refer to project number 21 PR03493 in future correspondence with SHPO. No action on your part is required at this time. SHPO review of the submission is currently in progress, and you will receive updates by email. If you have any questions about CRIS, please contact CRIS Help at CRISHelp@ arks.ny.goy. For any other questions, please call 518-237-8643. Sub Sincerely, RECEIVED New York State Historic Preservation Office Peebles Island State Park, P.O. Box 189, Waterford, NY 12188-0189 JUN' 0 3 2'12� 518-237-8643 1 https:// arks.n ov/sh o CRIS: htt s://cris. arks.n . ovu :n Board Are you registered to vote? Re to vote online today. Moved recently? Update your information with the NYS Board of Elections. Not sure if you're registered to vote? Search your voter registration status. You are receiving this email as part of an online service administered by New York State Parks, Recreation and Historic Preservation's Division for Historic Preservation, also known as the New York State Historic Preservation Office (SHPO). The Cultural Resource Information System (CRIS) is an advanced Geographic Information System application that provides access to New York State's vast historic and cultural resource databases and digitized paper records. In addition, CRIS serves as an interactive portal for agencies, municipalities and the public who use or require consultation with our agency on historic preservation programs or issues. Our email to you is in direct response to material that was submitted to our office regarding a project for which you were identified as a contact. Such projects include actions that are reviewable by our agency under the National Historic Preservation Act of 1966 (Section 106), the New York State Historic Preservation Act (Section 14.09 NYSPRHPL), or the State Environmental Quality Review Act (SEQRA). If you did not enter this project directly into CRIS, you are receiving this notification as SHPO or another project contact has entered it in our system. You will receive future correspondence for this project via email. You may access the project in CRIS at htt s://cris.parks,n . v/. If you are a registered CRIS user, the project will appear in the My Projects tab on your Home dashboard. If you are a guest user, you 1 may view the project details using the Find My Project form on the CRIS Home page after you click Proceed as Guest, or by entering the submission token (Q5KF5P55V619) in the Lookup tab on the Search page. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 OFFICE LOCATION: �j � � °rW� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 t' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM.,, TOWN OF SOUTHOLD ��,.. � .� 4 —C., MEMORANDUM �° �u, �, 11 I.) _....................... MAY 2 7 2021 To: Donald Wilcenski, Chair , i „� Town of Southold Planning Board .... From: Mark Terry,Assistant Town Planner Director LWRP Coordinator Date: May 26,2021 Re: Hard Corner Southold Mix Use Location: 53530 Route 25, Southold,NY SCTM#: 1000-40-3-5 Zoning District—HB This site plan is for the proposed mixed-use construction of a 2-story 7,812 gross sq. ft. building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three(3)affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four(4) 1,597 sq. ft. residential rental units(reserved for 55 and older)along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB)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,provided that the below recommendations are considered/required in the site plan approval. 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. The property is zoned Hamlet Business (HB), located east of wells avenue and south of NYS Route 25 and unimproved. The purpose of the Hamlet Business zoning district is: The purpose of the Hamlet Business (HB) District is to provide for business development in the hamlet central business areas, including retail, office and service uses, public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. Surrounding land uses include: NYS Route 25 and Feather Hill to the north and six HB zoned lots; four with existing dwellings to the east. Wells Avenue and two R-40 zoned parcels are located to the south and three parcels, one HB zoned(Bank of America) and two R-40 zoned lots (one owned by Presbyterian Church with existing barn and the second improved with a single-family dwelling to the west. The action requires a zoning variance to construct five buildings on the 99,208 s. f. parcel. The Southold Town bulk schedule for the HB zoning district requires 20,000 s. f. per building. On August 6, 2020 the Southold Town Zoning Board of Appeals granted a variance(#7387) for the action with conditions. The proposed mixed use in the HB zone does not conflict with the zoning district or surrounding uses. Pedestrian infrastructure is adequate in front of the parcel with an existing concrete sidewalk. There are no sidewalks on Wells Avenue and pedestrians would be forced to walk in roadway. It is recommended that the Board address how pedestrians would access existing sidewalks from buildings 2 through 5. Parking is proposed on-site for buildings 2 to 5. Parking on Wells Avenue should be prohibited through signage. The road is narrow in width. Policy 2.2. Protect and preserve archaeological resources The site was historically improved with a residence that has been removed. The parcel is c�o�iti (jq with The Southold Historic District located to the west of the parcel across Wells Avenue. To the northeast of the parcel is the Southold Free Library (former Southold Savings Bank) built in 1891 and a candidate for listing on the State/National Register of Historic Places. The Henry W. Price building located to the east on Main Road is a National Register listed site. The Hamlet of Southold contains numerous other historic structures in the vicinity of the parcel that define the streetscape character. The parcel itself is not identified as an area designated as sensitive for archeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory (The NYS Cultural Resource Information System (CRIS)). The general design of the buildings do not conflict with the historic character of the hamlet setting. Building 1 with 4,983 s. f. retail area is subject to retail design standards pursuant to § 280-45. Use regulations of the Southold Town Code. It is recommended that the materials and lighting(fixtures) used in the building design are representative of the historic hamlet features to retain the character. The project was submitted through the CRIS system for OPRHP comment on May 26, 2021. 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: It is recommended that the mature trees and vegetation occurring along the east and south property boundaries be preserved as vegetated buffers. It is also recommended that the Board clarify how the areas of"natural vegetation"will be integrated in the site plan; will they remain? Policy 5. Protect and improve water quality and supply in the Town of Southold. Storm water generated will be retained on site pursuant to Chapter 236 Stormwater Management of the Southold Town Code. Suffolk County has developed and is implementing a plan to reduce the impacts of fertilizer on ground and surface water. The Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 to 25 percent, regardless of lot size and landscaped area, and passed Local Law 41- 2007 in 2007 to reduce nitrogen pollution by reducing the use of fertilizer throughout the County (SCDHS). The following is recommended: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April Is. e. Prohibit the use of phosphorous containing lawn fertilizer unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. 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 o �. �� R B o5R AY ABRQ REENPORT,INYEi 944 '�� h ppl� �"��'r 631-477-9752 FAX 631-477-0973 �" i ,f ,o info tiaribro ;��architect.�corua 14Y� Transmittal Date: 3/17/2021 To: Southold Town Planning Board Re: Hard Corner Partners LLC 53530 Main Road Southold, NY Included: 14 sets site plan drawings (Key Map by John Ehlers, Surveyor, A-1 thru A-15 by Robert I Brown Architect) One copy of each: Planning Board Application Property Card ZBA Findings Full Environmental Assessment Form LWRP Form Disclosure Forms Thank you, Robert I. Brown Architect, PC ROBERT I. BROWN, s RCHITE T P.C. �ub� 205 BAY AVENUE GREENPORT, NY n944 631-477-9752 FAX 631-477-0973 � 'RE( infow)d brow narclair ti care I r r[ I'r:��m�r(,J Transmittals m Date: January 26, 2021 To: Southold Town Planning Board Attn.: Brian Cummings Re: Hard Corner Partners Project 53530 Main Road Southold NY 11971 Enclosed please find amended drawings for the above referenced project. Thank you, w @ � Karen Szczotka Agent for Robert I. Brown Architect, PC BOARD MEMBERS SOSouthold Town Hall . I slie:banes Weisman,Chairperson �� '� 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Of ace Locatio Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. "�" = ' 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 .. ",' �"I'„ http://southoldtownny.gov �" ZONING BOARD OF APPEALS be AUG 'T 1t)2 TOWN OF SOUHOLD " _.... 0U �-]01ci rc : Tel.(631)765-1809-Fax(631)765-9064 , - Fla:ii�'iig Boa rcl Sou held Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 6, 20.20 ZBA FILE# 7387 NAME OF APPLICANT: Hard Corner Properties LLC -- PROPERTY L CATI ICI: 53 30 Main Road, _ aa`tliold�' .N STATE;. ENVIRONMENTAL OUALITY REVIEW ACT SE RA DFrE ATION: The project that is the subject of this determination will need site pled approval in addition to the variance requested from this Board.. The ZBA Chairperson and staff have consulted with the Planning Department ent staff ;and determined that the Planning Board will declare Lead Agency far the purposes of SE R, once this variance determination i rendered As of the date. of this determination, the Planning Board ,has not asserted Lead Agency and therefore no determination under QRA has been made. Therefore, as get forth below, any grant of relief will necessarily be subject to the Planning Board;;issuing a"Negative Declaration"under SE RA.. SUFFOLI+ COMITY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 1+14 to 23, and the Suffolk County Department of Planning issued its reply dated January 30, 2020, stating that this application is considered a matter for local determination as there appears to be no significant couhty-wide or inter-community impact, TOWN OF SOUTHOLD PLANNING BOARD: The Planning Board offered comments on this application in their June n24,y {l0 memorandum. The Planning summarized that the variance request is only„0.8 percent ._, an _. _,._. ._ m....e m._ . relief from the zoning.code and that the creation of rental apartments in the proposal location tar people over a - years of age supports a large need in Southold Town and is consistent with the planning goals of the Town's Comprehensive Plan. LWRP DETERMINATION; The relief, permit, or interpretation requested in this application is listed under the) Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a vacant conforming 99,208 square foot parcel located in an Hamlet Business (HB) Zoning District. The parcel measures 147.31 feet fronting the Main Road (NYS Route 25) along the northerly property line, measures 671.78 feet along the westerly property line, measures 149.89 feet fronting Wells Avenue along the southerly property line and measures 664.12 feet along the easterly property line. All is shown on a survey prepared by John C.Ehlers, LLS, last revised October 8, 2019. BASIS OF APPLICATION: Request for a Variance from Article X, Section 280-46 and the Building Inspector's January 14, 2020 Notice of Disapproval based on an application to construct a mixed-use commercial building with accessory apartments and four single family dwellings upon a 99,208 sq. ft. parcel; at, 1) one commercial and four Page 2, August 6,2020 #7387,Hard Comers Properties SCTM No. 1000-64-4 I residential Uses upon a single parcel fricasuring less than the minimum allowed 100,000 sq. ft. in total area; located at: 53530 Main Road, Southold,NY. SCTM No. 1000-61-4-1. RELIFF RF,�QQESTED: The applicant,requests a variance to construct five buildings on a 99,208 square foot parcel. According to the Town's bulk schedule in this, zoning district, each building requires a minimum 20,000 square feet, or in order to construct the pro-Posed Five (5) retail and residential buildings, a minimum 100,000 square foot parcel is required. ADDITIONAL flNj QRMATION. The applicant is proposing a mixed-use development consisting of retail spa", affordable rental apartments, and rental houses for tenants over the age of 55 years. Other developments in the neighborhood along Main Road include the Feather Hill Shopping Center, the Southold Library, the Bank of America Branch, Einstein Square, a drug store, offices, restaurants, antique and curio stores, other business uses, some with second floor apartments, and' residences along, Wells Avenue and Main Road. A letter objecting to the variance was received from an adjacent homeowner on July 7, 2020. A memorandum was received from the Town of Southold Planning Board on June 24, 2020 supporting the requested variance because the amount of relief is small, and because the need 'for affordable rental housing, especially in the hamlet centers, is supported by the, "-.Town- s-Comprehensive-Pian Prior to the Zoning Board of Appeals July 23, 2020 Special Meeting the applicant's representative contacted the ZBA office and requested that the,Board grant the application a "conditional," approval subject to the Planning Board, as Lead Agency, issuing"It "Negative Declaration" pursuant to SEQRA. At the July 23, 20201, Special Meeting the Board discussed the applicant's request, After a discussion with the Town Attorney, the matter was adjourned for the Town Attorney to'research the issue and further advise the Board. FINDINGS OF FACT/REASONS FOR BOARD ACT The Zoning Board of Appeals held a public hearing on this application on July 9, 2020 at which time written and oral evidence deoe were presented. Based upon all testimony, documQatafion,personal inspection of the property and surrounding neighbo rhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: I. Town Law,§267-b(3)(!I)(1). Grant of the variance will not produce an undesirable change in the character of the nei borhood or a detriment to nearby properties. The neighborhood is a mixed-use neighborhood consistin I g gle-fainfly resi ences, retail stores, 11tS,.o of,sin gh.... ... d" unicipal bui dings, restaura frices, and apartments, e propose retail stores, apartments, and rental homes are in keeping with the character of the neighborhood. The proposed lot coverage is code conforming. 2. Town Law §2674)Q)Jb)Q. The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could propose four larger buildings.and accomplish the same goal of building retail space, affordable apartments, and rental homes. However,the Southern part of the parcel is part of the residential neighborhood and building several smaller buildings as opposed to larger buildings keeps the size and scale of the project in line with the character of the residential neighborhood. 3. Town Law §267-b(3')(b')J3). The variance granted herein is not mathematically substantial, representing 0.8% relief from the code. Additionally, the development of affordable rental aparunents in the BB zoning district is recommended in the draft of he of South.old's proposed comprehensive planj Page 3,August 6, 2020 #7387,Hard Corners Properties SCTM No. 1000-644-1 4. Town Law "267-b 3 b 4 . No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 267-b 3 b . The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant .had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 267 b. Grant of the requested relief is the minimum, action necessary and adequate to enable the applicant to enjoy the benefit of retail space, affordable housing rental apartments, and over age 55 rental houses while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Request for a Conditional Approval- The Board has a custorn and practice of not closing a public hearing, no less granting a conditional approval, prior to a SE RA determination and has concerns about setting a precedent by granting an approval conditioned on the issuance of a negative declaration. :However, given the uniqueness of the ap, lleatioii, the need for affordable laousiatg, and-other faetors eortsidered by Cltis i oa cl, the-Board-fi d that n approval conditioned on the issuance of a negative declaration is appropriate in this particular situation based on. the following: j 1. The variance requested is exceptionally minor in that it represents less than one percent relief from the code; 2. The Planning Board favors the grunting for the variance, because tlae relief.is so minimal and because the need for affordable rental housing, especially in the hanilet centers, is supported by the Town's Comprehensive.Plans 3. This Board, also finds that the need fir affordable housing, especially,in the hamlet centers is currently great and that the granting of the relief requested with help facilitate affordable housing in this particular instance in that it will provide the applicant with, some assurances that multiple modifications to the site plan will be less likely with a conditional approval from this Boards 4. The Town Attorney advised that in his opinion the granting of the relief requested conditioned on a Negative D-ddWatt6it an this particular-ins tan e as dOf6 6dte ah`d",w ill hiive little oreN06ftu6 ald- on._ future applications. RESOLUTION CP THE BARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Dantes, and duly carried,to GRANT the variance as applied for, and shown on the Site Plan and Architectural Plans prepared by Robert I. Brown, Architect, dated January 15, 2020 and labeled A1-A9. SUBJEC"I"TO-l"HE FOLLOWING CONDITIONS: : ---- - I)- The Planning Board,-dec-laces-Lead--Agency-and-as-such-finds-that-the proposed-action,--as-apgl-ied-for ---to this Board, will have no significant or moderate adverse environmental impacts and issues a Negative Determination of Environmental Significance ("Negative Declaration)"pursuant to Part Page 4,August 6,2020 #7387,Hard Corners Properties SCTM No. 1000-64-4-1 617 of State regulations issued pursuant to Article 8 the State Environmental Quality Review Act of the Environmental Law issues a"Negative Declaration". 2) The units labeled as affordable rental apartments shall:be rented to an individual who registers on the Town of Southold's affordable housing registry. 3) That the proposed uses and improvements receive Site Plan Approval by the Town of Southold Planning Board. That the above condition #2 be written into the Building Inspector's Certificate of Occupancy, when issued 77ris approval shall not be deemed effective until such time that the conditions cited above are met; and failur°e to comply with all of the said conditions will render this approval null and void: e Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does --- - - nQt crease t- ,degree-of nonconformity.- ... _.. Pursuant to Chapter 280-1.46(l ) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certifciatnof Occupancy has not been procured and/or it saabdiv sioai a n - been tiled with the Suffolk 'twonty Clerl ,within three ( )years from the date such a 'ara e was granted'6 The oantl ofAppeaals naay upon written request prior to the date old expiration graht an a tensldn not to exceed three ( ) consecaative otao (1) year terms. Vote of the oar& Ayes: Members Weisman(Chairperson)Acampora,Dantes,Lehnert(4-0). (Member Planaine to Re used) 1lied._,. . _'v'ames ei�rr1 ,� �rria _ l Approved for lin" 2 20 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � so w, P.O. Box 1179 54375 State Route 25 �*� , " ,, Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) , Q xx Southold, NY N Telephone: 631 765-1938 www.southoldtownny.gov CIO � ppi�pp� 4J G WIN, PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 8, 2020 Robert I. Brown, R.A. 2005 Bay Avenue Greenport, NY 11944 Re: Proposed Site Plan for Hard Corner Southold Mixed Use 53530 NYS Route 25, s/e corner of Route 25 & Wells Avenue, Southold SCTM#1000-61.4-1 Dear Mr. Brown: I am writing as a follow-up to the Work Session held on July 6, 2020 where the Planning Board determined that the above-referenced Site Plan Application is incomplete. Before the Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Provide $100.50 for the remainder of the fee for a new site plan application; 2. Provide a completed Full Environmental Assessment Form (FEAF); 3. Provide a revised site plan application form with attention to Lot Recognition information and Landscape Coverage as required; 4. Provide a completed LWRP form as required; 5. Provide nine (9) full size prints of the proposed site plan and additional pages, to include the stamp seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may be 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. Hard Corner Southold Mixed Use P a.... . �IT2 July 8, 2020 a. Provide spot elevations and/or contours to ensure all drainage proposed will perform pursuant to §236, b. Provide erosion & sediment controls; c. Provide the location and details of all proposed utilities. Indicate whether electrical service will be overhead or buried underground; d. Provide water usage calculations in gallons per day (gpd) and irrigation calculations in gallons per minute (gpm); e. Provide surface type details for all pervious and impervious surfaces; f. Provide the driveway width and turning radius to Wells Avenue; g. Provide the proposed landscape coverage percentage (>_ 25%) for the subject site. This includes all vegetated areas, either planted or left in its natural state; h. Provide the location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and location; i. Building Elevations & Floor Plans: provide more detail for the mixed use building and the dwelling units, including: i. Building materials and proposed colors; ii. Dimensions; iii. Height; iv. Roof pitch; 6. Provide sign renderings, location(s) and dimensions for all proposed exterior signage pursuant to §280-86(C) of the Town Code for the Hamlet Business (HB) zoning district; 7. Provide a separate Key Map showing:. a. The locations, names and widths of all rights-of-way within 500' of the subject site; b. The location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet; c. All existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.); Hard Corner Southold Mixed Use_m_� _P a g e 13 July 8 w 2020 8. Provide a comprehensive Photometric Plan for all proposed exterior light fixtures on the mixed use building, signage, parking area(s) and residential dwellings; including: supplemental cut sheets, fixture specifications and an information table pursuant to §172 including total lumens proposed not to exceed the maximum permitted (57,000). Examples of Photometric Plans for exterior lighting are on file in the Planning Department and can be provided upon request. Please be advised that pursuant to §280-45(A)(7) retail stores, up to a maximum of 6,000 total square feet of gross floor area in any building (excluding unfinished basement and attic areas) [...]; and, such retail stores greater than 3,000 total square feet shall comply with the retail building standards for Hamlet Business Districts in addition to site plan requirements. A narrative, supplemental material, or any other insight with regard to these standards are encouraged to be submitted in order to facilitate the site plan application review process, along with the items listed above. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, Brian Cummings Planner ....... __. .... ..._ _mm WORK SESSION AGENDA Monday,July 6, 2020 4:30 p.m. This meeting is public; however it does not constitute a public hearing. Testimony from the public may not be solicited nor received. The Planning Board may add or remove applications from the Agenda upon its discretion, without further notice. Applications may not be heard in the order they appear on this agenda. This work session will be held virtually via the Zoom online platform. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Options for public attendance: • To join via computer: Click Here Or Online at the website zoom.us, click "Join a Meeting" and enter the Meeting ID: 993 7798 4644 Password: 360122 • Join by telephone: Call 1(646)558-8656 Enter Meeting ID and password when prompted (same as above) Project Name: Hard Corner Southold Mixed Use SCTM#: 1000- 61.4-1 Location; 53530 Route 25, Southold Description. This site plan is for the proposed mixed use construction of a 2-story 4,983 sq. ft. building fronting NYS Route 25 with retail on the first floor and three (3) Affordable Housing apartments on the second floor and 25 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. Status: New Application Action: Review for Completeness Attachments. Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date July 6, 2020 Prepared By: Brian Cummings I. Application Information Project Title: Hard Corner Southold Mixed Use Applicant: Hard Corner Partners, LLC Date of Submission: February 8, 2020 Tax Map Number: 61.4-1 Project Location: 53530 Main Road Hamlet: Southold Zoning District: HB- Hamlet Business II. Description of Project Type of Site Plan: Mixed Use Acreage of Project Site: 2.28 acres Building size 4,983 sq. ft. Mixed Use (4) 1,597 sq. ft. 55+ rental units III: Completeness Review See attached checklist for Site Plan Requirements. This site plan is for the proposed mixed use construction of a 2-story 7,812 gross sq. ft, building fronting NYS Route 25 with 4,983 sq. ft. of retail on the first floor and three (3) affordable housing apartments totaling 2,829 gross sq. ft. on the second floor and 30 parking stalls; and four (4) 1,597 sq. ft. residential rental units (reserved for 55 and older) along Wells Avenue, all on 2.28 acres in the Hamlet Business (HB) Zoning District. A. Existing: a. Vacant 2.28 acre parcel; b. Surrounding land: i. North: NYS Route 25 and Feather Hill opposite; ii. East: six Hamlet Business zoned lots, four with existing dwellings; iii. South: Wells Avenue and two R-40 zoned parcels; I iv. West: three parcels, one HB zoned (Bank of America) and two R- 40 zoned lots (one owned by Presbyterian Church with existing barn, second is a single family dwelling, B. Proposed construction: a. Main Road Mixed Use buildin 2-story 7,812 gross sq. ft.) • 1st Floor: 4,983 gsf. Retail o Pursuant to §280-45(A)(7): o Retail stores, up to a maximum of 6,000 total square feet of gross floor area in any building (excluding unfinished basement and attic areas), notwithstanding the provisions of the Bulk Schedule for Business, Office and Industrial Districts.[1] Such retail stores greater than 3,000 total square feet shall comply with the retail building standards for HB Districts listed below, in addition to the site plan requirements of this chapter: (a) Building massing and facade treatment. [1] Variation in massing. [a] A standardized building mass shall be prohibited. For the purposes of this subsection, the term "standardized" shall include an array of articulated elements, layout, design, logos or similar exterior features that have been applied to four or more retail buildings nationwide. [b] Exterior building walls facing side yards shall include materials and design characteristics consistent with those on the front of the building. [2] Building walls that face public streets, connecting pedestrian walkways, or adjacent development shall meet the following standards: [a] Facades shall be subdivided and proportioned using features such as windows, entrances, arcades, arbors, awnings, trellises with vines, or alternate architectural detail that defines human scale, along no less than 60% of the facade. [b] To maintain the "Main Street" character in the Hamlet Centers, where practical, buildings shall be sited with a zero or minimum setback from the front property line or primary pedestrian walkways and be transparent between the height of three feet and eight feet above the grade of the walkway for no less than sixty 60% of the horizontal length of the building facade. [3] Awnings. [a] Awnings shall be no longer than a single storefront. [b] Fabric awnings and canvas awnings with a matte finish are permitted. Awnings with high-gloss finish and illuminated, plastic awnings are prohibited. [4] Customer entrances. Buildings shall have clearly defined, highly visible customer entrance(s) featuring no fewer than three of the following: [a] Canopies or porticos; [b] Overhangs; [c] Recesses/Projections; [d] Arcades; [e] Raised corniced parapets over the door; [f] Peaked roof forms; [g] Arches; [h] Outdoor patios; [i] Display windows; [j] Architectural detail such as tile work and moldings integrated into the building structure and design; or [k] Integral planters or wing walls that incorporate landscaped areas and/or places for sitting. [5] Buildings containing a drive-through or drive-up window are prohibited. J (b) Building materials. [1] All buildings should be constructed or clad with materials that are durable, economically maintained, and of a quality that will retain their appearance over time, including, but not limited to, natural or synthetic stone, brick, stucco; integrally colored, textured, or glazed concrete masonry units or glass. [2] Exterior building materials shall not include the following:. [a] Smooth-faced gray concrete block, painted or stained concrete block, unfinished tilt-up concrete panels; [b] Field-painted or pre-finished standard corrugated metal siding; (c) Signage. [1] Advertisements, including trademark logos and service marks, may not be affixed, painted or glued onto the windows of the business or onto any exterior structures, including waste disposal receptacles and flags. [2] Florescent and backlit signs located within or on a building or structure and facing an exterior public space are prohibited. (d) Site design. [1] The principal building entrance shall face the primary street frontage and/or sidewalk where practical. [2] New construction along primary pedestrian walkways within the Hamlet Centers shall have a zero or minimum setback from the sidewalk/front property line, whenever possible, to reinforce the "Main Street" street wall. (e) Off-street parking. [1] Off-street parking shall not be located in the front yard between the front facade of the building(s) and the primary abutting street. Parking areas must be located in the side and rear yards of the building. Adequate parking shall be provided in accordance with that required by Article XVIII of this chapter of the Town of Southold Town Code. 4 [2] Parking areas shall be screened from adjacent properties, streets and public sidewalks, pursuant to § 280- 95, Landscaped parking area.. • 2 d Floor (2, 829 sq. ft.) three (3) Affordable Housing Apartments: o Two @ 938 gross sq. ft. o One @ 953 gross sq. ft.. • 1200 gal septic tank and (2) 8'dia X 4' deep leaching pools b. Four (4) 55 and older single family rental units i. All four @ 1,597 sq. ft. each ii. PUGO System (or equal) I/A residential septic systems for each unit C. Parking Required: • Apartments (over store) @ 1 per apartment in addition to business requirements = 3 (5 provided) • Retail @ 1 per 200 gross square feet o 4,983 / 200 = 24.9 or 25 TOTAL stalls required = 28 TOTAL stalls provided = 30 (2 ADA) Staff: no interior parking landscaping has been provided; parking lot surface type has not been detailed D. Access: • One driveway to Wells Avenue (width not provided) E. Bulk Schedule/Code Requirements: Hamlet Business (HB) zone a. Lot cover �q 40% maximum permitted Total Lot Coverage proposed = 13.3% 5 b. Landscape coverage 25% minimum required 10.7% proposed Staff: only a "lawn" area is shown on the plan. The landscape coverage would appear to be a greater number based on the plans, but more landscaping information and landscape coverage calculations are required F. Exterior Lighting: No photometric plan has been provided. There is reference to six (6) exterior pole light fixtures in the proposed parking lot but provides no further details. A photometric plan pursuant to §172 is required; G. Landscaping: proposed landscaping is incomplete; more information is needed regarding proposed species, size and quantity. a. No street trees provided i. Four required along Route 25 ii. Seventeen (or existing equivalent) required along Wells Avenue b. No interior parking landscape islands or shade trees provided V: Planning Board items to consider: 1. Find the above referenced site plan application as incomplete and require the following to be submitted before it is processed any further: a. On a separate key map, provide the locations, names and widths of all rights- of-way within 500 feet of all property lines; b. On a separate key map, show location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet. c. On a separate key map provide the location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the subject property; d. Provide four (4) existing conditions surveys including the seal stamp and signature of the NYS licensed professional preparing the plan, that shows the existing conditions and contours on site, as well as detailing all existing trees on site of six inches in diameter at a point three feet above the trunk base; 6 e. Please provide the items listed below on a minimum of nine (9) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may be 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. 1) Surface type details; 2) Driveway width and turning radius to Wells Avenue; 3) Landscaping details (see above), 4) Spot elevations showing proposed grade (toc, boc) 5) Erosion & sediment controls; 6) Location of all proposed utilities; 7) Building Elevations & Floor Plans, provide more detail for the mixed use building and the dwelling units: a) Building materials and proposed color scheme b) Dimensions c) Height d) Roof pitch e) Roof plan (a/c units or other?) 8) Provide a comprehensive photometric plan to include all on site light fixtures and specifications (mixed use building, parking lot, dwelling units); 9) Provide the location, plans and renderings for any outdoor signs (in accordance with applicable sign regulations); 10) Provide the location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and location; f. Provide a completed site plan application form with Lot Recognition information as required; g. Provide a completed LWRP form as required; 7 h. Provide a completed Full Environmental Assessment Form (FEAF); i. Provide the correct site plan application fee: 1) $2,459.50 submitted New Site Plan: o $500 flat fee o $500 for each acre (or fraction thereof) in excess of the first acre. (500 x 1.28 = $640) o $0.10 for each gross square foot of proposed construction, (0.10 x 14,200 = $1,420) o Total required = $2,560 2) Difference due = $100.50 8 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Hard Corner Southold Mixed Use Completed by: Brian Cummings Date: July 6, 2020 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. X Incomplete; address lot recognition (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for $2,459; short site plan applications. $100.50 (3) A completed environmental assessment form. X -FEAF required -Complete LWRP (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed No existing land surveyor. X conditions survey B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the X nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest X tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and 1. Checklist for Site Plan Application Completeness Southold Planning Department proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but Existing trees of not limited to natural drainage swales, watercourses, 6" in diameter wooded areas and wetlands, as defined by the New not provided. York State Department of Environmental Conservation X and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. X (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the N/A site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. J (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and X aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the X 2 Checklist for Site Plan Application Completeness Southold Planning Department subject property. (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for Some reference, any proposed outdoor lighting or public address X more info needed systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. X (e) The location and details of aprons, curbs, sidewalks, Provided, but fencing (type and location), and grading, including difficult to read. existing and proposed topography with two-foot Spot elevations contours (on site and 200 feet beyond the property line) and grading and spot elevations for buildings and all structures, details must be drainage calculations, details of drainage structures and provided watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site -no spot elevations stormwater retention, in conformance with Chapter 161, X -no erosion and Highway Specifications. sediment controls -no surface types are labeled (g) The location and listing of landscaping, buffering and Some plantings street tree plans, including type, material, size, quantity X depicted, plan is and location. largely deficient. Incomplete; more info needed (h) The location of water and sewer mains, electrical Only gas and service, cablevision and telephone installations, ground X water shown, transformers, fire wells and fire hydrants and/or any more info needed alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans Incomplete for retail showing the proposed use of floor area. X bnildng and i dwelling more detail needed: -materials/color -dimensions -height -roof pitch -roof plan detail J Checklist for Site Plan Application Completeness 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 G PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Planning Board Chairman Members of the Planning Board Date: June 24, 2020 Re: Request for Comments for Hard Corner Properties SCTM# 1000-61-4-1 #7387 The Planning Board has reviewed your request for comments regarding the above- referenced application and fully supports the variance requested for the reasons outlined below: • The variance requested is very small, only 0.8 percent. • The creation of affordable rental apartments above the commercial use supports a large need in Southold Town; increasing the supply of affordable housing. • The proposal will create four rental houses for people 55 and over in age. This supports the goals of the Town's Comprehensive Plan to create more diversified housing options. Houses for rent year-round are in short supply. • The location of this proposed development is in the Southold hamlet center, within walking distance to the train station, bus stop, grocery store, post office and other amenities. This is consistent with planning goals and the Town's Comprehensive Plan. Thank you for this opportunity to provide comments. If you should have any questions or require additional information, please do not hesitate to contact the Planning Department. ROBEK :° .1. BROWN ARCH ITECT P.C. ,. j.�� ,�� .. , . 205 BAY AVENUE GREENPORT, NY 11944 RECEIVED 631-477-9752 FAX 631-477-0973 iwrt" a)r•itm..c -10w ru Fl�mr�h�( Board Transmittal Date: Feb 27, 2020 To: Town of Southold Planning Board Re: Hard Corner Partners LLC 53530 Main Road Southold Attached please find Sit Plan Application and nine (9) set of plans. Thank you, Robert I. Brown Architect, PC SOUTUIOLD PLANNING BOARD �,E__c'EI E SITE PLAN APPLICATION FORM NIAR It 7 ?021 Site l lan Name e and 1 UlV�;niu��ii��Id � . a�i� Site '� � s u ro�'.at�ron� 74 riJt. , hip Illwc�iP'�,u Site Plan Name" Application Date: / �Z( ....._m... ......_... Suffolk County Tax Map 1000-�L- - Other SCTM Its ° Hamlet: cjO'd Street Address; � � ..�. � ee ...... U Distance to nearest intersection. Type of Site Plan: New Amended —Residential ZoningDistrict ,_ Owners/Agent Contact Information Please list„rrame, mailir1 �:r� lr°e gndjj lrc iie numbell f/w the.jj rrj,?Ie beluvv, Property Owner - ._.r..__ ..._ . ..� G Street �. ._..__ e... Zile.®.e -CitY..._� ., State... Home Telephone Other Applicant_..... Street ... ... .. _. ..._.. „� . City�� = —State 4 Zip w .w �........_ ... %r1�lga@�rrr�c � . , Other 1 Applicant's Agent or Representative. Contact Person( )s * � .m ____�,[� .. .. __.... Street City _.._._,State ° ZipM, Otice Telephone .. � � ...mm:..... Other "-- *Unless otherwise requested, correspondence will be sent only to the contact person noted here. 4'ile /'/eTrf,if l}//Cctdiell9 /°e�Yl7f 2f]8,12010 Site Data Proposed construction type: / ...New Modification of Existing Structure _Agricultural L Change ®f use Property total acreage or square footage: J. ,�C .tri -- Site Plan build-out acreage or square footage: ua scj� fl�) is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain:._ Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? YX N® If"yes", explain (and attach an, ne essary documentation - title rep011, Subdivision appRINCII, etc.) ,7 ............ ---------- ..... ..... ...... 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 No 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:....... List all proposed property uses� Other accessory uses: ...........................-------- ...... Existing lot coverage: ___ 0-",% Proposed lot coverage: % Gross floor area of existing structure(s); sq. ft. Gross floor area of proposed structure(s) # of p�'oposed spaces" Loading Berth: Yes v/' No Parking Space Data: # of existing spaces: - ---------- .......... ...... Landscaping caping Details: Existing landscape coverage�/!�e--% Pmposed landscape coverage:44"7 % .......... ........... ........... -------- ... Wetlands: Is this property within 500' of a wetland area'? Yes No Mavbe ...............- .......... 1, the undersigned, certify that all the above information is true. Signature of Preparers Date: 2 Sife 111on,,Ipplicaiion Forin 21118,12010 s Southold Planning,,Department Applicant Transactional DiscloS r The "Town of outhol 's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town f possible conflicts to interest and allow it to take whatever action is necessary to avoid sarne, Your Name: � '� =... Last, First, naidcll initial unless you are applying in the name of'sotneone else or other entity, such cis a company, ff so, indicate the other person's°or company°s°name. Nature of Application; (Check all that apply) Subdivision orRe-subdivision Site Flan Other(Please name other activity) Do you l"wrsur'utrlly (or through your company,spouse,sibltng, parent or child)h,tve a rckittctutddp with any officer or employee of the"1 own burl Sotahuld? "°lWtationship includes by blued, raa us riage or busirivss inie st, "Bu nress i�trtetest" nrc.mi a business, includtng,a pGau tn+.rship, In which the town o'Ificer tier cnipluyve ]taus eva.uu a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No t If you answered "Yes"complete the balance of this form and date and sign where indicated. /p Title or position of that a son_.. j Name of the person em toyed b the own of Southold _... p p Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse, sibling,parent or child is(check all that apply); A, the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B. the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C. an officer,director,partner or employee of the applicant;or D. the actual applicant Descriptionofmm.. Relationship: A1— �t � ^ Submitted this dory ol �,11),2U 't ..t Signtnan`a �d Print Na u1 0,11; 1t r", i( ''tmm t t t Disclosure h'orrn APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK being duly swot°n, de uses and sa s th t lie p y resircle:m at �. try. n A � rn the State of New York, and that he is the owner of property located at SCTM " ' °°fir' . . .. .._ ot° that lie is the 7 d� of the � � � i (1 itle) (Specify whether P�irtt rplipnor l -n-p°) and said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site .Plan; that the title to the entire parcel, including all rights-of-way, has beers clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that lie has examined •ill rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without die approval and that the actual physical improvements will be installed rn strict oSciul u r stla la rr rr "r:)pib"vmmrY by the Planning Board, Signed Owner Signed (Partner or Corporate Officer and Title) Sworn to me this 11 day of � '��^F [)cPJISE A. NAVARRA _. ' ._...__ _ _ .. _..... NOTARY PUBLIC-STATE OF NEW YORK &a y Public No. O1 NA61 91 295 Quoiilied In Suffolk County fV1y commission ExpIrw2a ,,Y. Southold Plannin e artment Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town off'ICCI's and employees. The purpose of this form is to provide information which can alert the town kDf possible CODfliCtS of interest and allow it to take whatever action is necessary to avoid same. Your Name: Last,First, midt.Ic initial unlessyott tire applying in the naine qJ'sunmone else or other entitv, such cis a comPan.1'. indicate the other person's or company's mane. NULUI-C ol"Application: (Check all that apply) Subdivision Or Re-subdivision Site Plan,.-K/ Otter(Please name other activity) Du yoti persunally(or through YOM CUIIIJ,)ally,Sputisc, siblijig,parent 01, havo a rcloGuliship With away 0(ficer or erriployee ufthuTuwil of SMIthuld? Rcludonship ixacWdcs by bluud, imariage or btisiness irjkcrcst. "13usilless jiwaos a business, iianeludint a pai lfwrship, irI which the wwo Ufficer ul.ernployee hus everl a 1"natial ownership of(or employment by)a corporation in which the town officer or cnipluyee owns niure than 5'X, ut'dic shares. Yes--No X/ Ifyou answered "Yes"complete the balance ul'Lliis form and date and sign where indicated, Name of the person employed by the Town of Southuld . % - I.. " I I 1.11- Al. Title or position of that person Describe the relationship between yuUt'self(the applicant)and the tuwxi officer ur employee. Either check the apprupriate line A through D and/or describe in the space provided. The town officer or employee or his Or her SPULISe,sibling,parent or child is (check all that apply): A, the owner of9reattr than 5%offfie shares ul'Llie corporate stock offfie applicant (when the apj)lICaIIL is a corporation); 13, the legal or beneficial owner of any interest in a noncorpOrUte entity(WIICIJ lite kLj)j)liC'.ILIt IS not a Coql0t'�Aiffll); C. ara officer, director,partner or employee of the applicant; or D. the actual applicant Description of Relationship: .... ...... SUbw4Lcd this d tt 0 1, IOU Print N�,)Iujc a . . . .......... Disclosure Porn, ROBERTI. 13ROWN ARCIJITE'Cf P.c' 205BAYAVP.NUE GRFENP0RT, NYitq+q 631-,177-9752 FAY,631-177-0973 We, 1,igr(j �J)ar U% authorized applicant for Site Plan application on properly identified as S Q'I'M Jj 1()()0_61 -4-1 iib Suuthokl, N Y, hereby authorize Raba rt I I�ivwi� Ai' 1, L)C' jf1 l it's _A� )Knl� to act EIS OUr Agent and handle all necessary work involved with the Site Plan applicat ion process for this property with the Southold 'Mown Planning Board. Signature Print Name and Title Sworn before me on this day L) e7�?VW" 2020, L11 DENISE A. NAVARRA Notal'y PUblic NOTARY PUBLIC-STATE OF NEW YORK No. 01NA6191295 Qualifled In Suffolk County M y Commission Ex p i r e s '2 CL) ., C p O t r /tia 5 T d c cJ crPIN f pp c- m ti e.w, f w o QN Q,,� D cn In m 0 c D Z _ . _ „ �v fb ., m �. m . e L/I ra U/ V 1 d1;1, "*4,• Rik^ ,k� \"`4 �1 Z ZC> a Qli v / . Ln cS 4 Ilk r . , 7 Cf) s R_ MMZ C_7100 -n-I m 0 m ]o 0 m 0 m .... ........ k4 z co I w 0 (n )�Ij w n U (J\ (n o co rmn 0 c r r- OM a X z I __I % m > CC) d > 0 m m 22 0 co o c > un m BOARD MEMBERS o Southold Town Hall Leslie Kanes Weisman,Chairperson ��" ' 53095 Main Road •P.O.Box 1179 Southold,NY 119-71-0959 Patricia Acampora f)ff e QC,I i c aI: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento � a Southold,NY 11971 hnp://southoldtowmy.gov RECEIVED ZONING BOARD OF APPEALS 2e 9 ?m TOWN Ok' SOUT OLD A U G 1 /2 Tel.(631)765-1809 •Fax (631) 765-9064 ItClerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 6, 2020 Z A FILE# 7 7 NAIL E OF APPLICANT: llartl Cornet-Properties LLC' Iazn R�aad,-Southold, SCTM N61. I-060=614-1. STA l 17 E1` VIRONML,- l"1 AL f I aAI.,I.C"Y 1 EV L 'r AC KQ1 A) D1 '1"E M 1 A'i fOGq: The project that is the subject of this determination will need site plan approval in addition to tlae vaariance requested frost°a tl-ais Boar-d. The ZBA Chairperson and ,staff" have consulted with the Planning D�patrtmenl staff and determined, tliat the Planning Board will d,eclaarc l�We�'ad Agency for the purposes of SEAR, once this variance deterininaation is rendered. As of the date of this dete.raninaation, the Planning Board bas riot asserted Lead Agency and therefore no determination under SEQRA has been made, Therefore, as set forth below, aany grant of relief will necessarily be subject to the Planning Board issuing a"Negative Declaaratiota"under SEQRA. S�IJ-L,'LQLK CO TY AQMLNISTR; TIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 30, 2020 stating .that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. TOWN Ol"" SOt.I1 SIC U1 111I.ANNING BOARD: The Planning Board offered comments on this application in _ a arc d sleet the variance e request is only 0,8 Iaa r°cent relief from the zoning code and that .. their,.lazr�e_24, (? I� acrxtoaaarlda�na lthe PI olorentalaal�aa¢�a�aacaats in tlae prol�o�od loca�tioaa for people ove"i�3�...... - -- - years of age supports a large need in Southold Town and is consistent with the planning goals of the Town's Comprehensive Plan. 1r WRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the. Minor Actions exempt list and is not subject to review under Chapter 268. 1'ROPERTY FACTS/DESCRIPTION., The subject property is a vacant conforming 99,208 square foot parcel located in an Hamlet Business (HB) Zoning District. The parcel measures 147.31 feet fronting the Main Road (NYS Route 25) along the northerly property line, measures 671.78 feet along the westerly property line, measures 149.89 feet fronting Wells Avenue along the southerly property line and measures 664.12 feet along the easterly property line. All is shown on a survey prepared by John C. Ehlers, LLS, last revised October 8, 2019. BAS=m _mAPPLICATION: Request for a Variance from Article X, Section 280-46 and the Building Inspector's January 14, 2020 Notice of Disapproval based on an application to construct a mixed-use commercial building with accessory apartments and four single family dwellings upon a 99,208 sq. ft. parcel; at, 1) one commercial and four Page 2, August 6, 2020 #7387, Hard Comers Properties SCTM No. 1000-64-4-1 residential uses upon a single parcel Measuring less than the minimum allowed 100,000 sq. ft, in total area; located at: 53530 Main Road, Southold,NY.I SCTM No. 1000-61-4-1. RELIEY RE( L11,� IS"FED The applicant requests a variance to construct five buildings on a 99,208 square foot parcel, According to the Town's'bulk schedu)e in this zoning district, each building requires a minifflUm 20,,000 square feet, or in order to construct the proposed five (5.) retail and residential buildings, a minimum 100,006 square foot parcel is required. AD1ITIONAI4 OiW—,A!I_QN-- The applicant is proposing a mixed-use development consisting of re-tail space, affordable rental apartnients, 'and rental house's for tenants over the age of 55 years, Other developments in the neighborhood along Main Road include the Feather Hill Shopping Center, the Southold Library, the Bank of America Branch, Einstein Square, fi ' a drug store, ofces, restaurants, antique and curio stores, other business uses, some with second floor apartments, and residences along Wells Avenue and Main Road, A letter objecting to the variance was received from an adjacent homeowner on July 7, 2020. A memorandum was received from the Town of Southold Planning Board on June 24, 2020 supporting the requested variance because the amount of relief is small, and because the need f6r affordable rental housing, especially in the hamlet centers, is supported by the ----T-own's-Comprehensive--Plan.-- Prior to the Zoning Board of Appeals July 23, 2020 Special Meeting the applicant's representative contacted the ZBA office and nd requested that the.Board grant the application a "conditional" approval subject to the Planning Board, as Lead Agency, issuing-a "Negative. Declaration" pursuant to SE.QRA. At the July 23' 2020 Special Meeting the Board discuss the applicant's request, After a discussion with the Town Attorney, the matter was adjourned for the Town,Attorney to research the isspe.and further advise the Board. FItj,D_INGS Qf F ACT/RL-ASONS FOR BOARD AQIIQN:� The Zoning Board of Appeals hold a public healing on this application on July 9, 2020 at which time writteri and oral evidence were presented, Based upon all testimony, docurrictitation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and, relevant Wid rnakes the Following fi-ndings: 1. Town Law § 67-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the mighborhood or a detriment to nearby properties. 'I'lle neighborhood is a inixed-use neighborhooO co,jisisting ................... of stingfe-faiiiiily resi ences, retail stares, Mu'nief al uild'i"rigs, restau'ra,lits, 01'rice' s, iind a"partinerits. flee''proposed ' retail stores, apartMents, and rental homes are in keeping with the character of the neighborhood. The proposed lot coverage is code conforming, 2. Town Law V67-b(3)(bh2).,--.The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could propose four larger buildings and accomplish the same goal of"budding retail space, affordable apax-tinents, and rental honies. Jlowever, die Southern part of the parcel is part of the residential neighborhood and building several smaller bUildings, as opposed to larger buildings keeps the size an(] scale of the project h"I line With the character ot'llie residential neight')orhood. 3. L' own Uny '26'7I-bL3A1aJ UY. The variance granted herein is not mathematically substantial, representing 0.8% relief from the code. Additionally, the development of affordable rental apartments in the FIB zoning district is recommended in the draft of the Town of Southold'S proposed comprehensive plan, Page 3, August 6,2020 #7387, Hard Comers Properties SCTM No. 1000-64-4-1 4. Town Law §267-b 3 la �4No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code, 5, Town Law §26 The di"ffilctilty has been self-created. The applicant purchased the pare-el after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use, of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b.. Grant of the requested relief'is the 1-nininlun'l action necessary and adequate to enable the applicant to enjoy the benefit of retail space, affordable housing rental apartrnents, and over age 55 rental houses while preserving and protecting the character of the neighborhood arid the health, safety said Wclfkarc of the community. Request ;Corr as Conditional Approval, The Board has as custom and practice of not c,losing a, public hearing, no less granting a conditional approval, prior to a SE RA determination and has concerns about setting as precedent by 1, granting an approval conditioned on the issuance of a negative declaration, However, given the uniqueness of the amd"(5ther-ftcetors consideral'by this Board., the board fln"<fs-that all approval conditioned on the issuance of a negative declaration is appropriate in this particular situation based on the following: I 1 The variance, requested is exceptionally minor in that it represents. less, than one percent relief from the code; 2. The Planning Board favors the granting for the variance, because,the relicf is. so niiiihnal and because the need for affordable rental housing, especially in the harrile a centers,, is supported by the Town's Comprehensive.Plan; 3. This Board, also finds that the need for affordable housing, especially,intbo hamlet centers is currently great and that the hinting, of the relief requested with help facilitate affordable housing in this particular instance in that it will provide the applicant with some assurances that multiple modifications to the site plan will be less likely with a conditional approval from this Board; 4. The Town Attomey advised that in his opinion the granting of the relief requested conditioned on a "N69-dtiVd-D-&dl-6fd6on" Iii this p-61tibule iiistdhdd-i§ Un- future applications. REaQLLLrION OE J!_QAIQ: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperso' n), seconded by Member D, antes, and duly carried, to GRANT the variance as applied for, and shown on the Site Plan and Architectural Plans prepared by Robert 1. Brown, Architect, dated January 15, 2020 and labeled Al- A9. SUBJECT]'() 11IF", FOLLOWINQ 1) The Planning Board, declares Lead Agency, and as such finds that the proposed action, as applied for to this Board, will have no significant or moderate adverse environmental impacts and issues a Negative Determination of Environmental Significance ("Negative Declaration)"pursuant to Part Page 4, August 6, 2020 #7387, Hard Corners Properties SCTM No. 1000-64-4-1 617 of State regulations issued pursuant'to Article 8 the State Environmental Quality Review Act of the Environmental Law issues a`NegativeDeelaration". 2) The units labeled as affordable rental apartments shall be rented to an individual who registers on the Town of Southold's affordable housing registry. 3) That the proposed uses and improvements receive Site Plan Approval by the Town of Southold ]Tannin Board. i That the above condition #2 be written into the Building Inspectar's Certif cote of Occupancy, when issued This approval shall not be deemed effective until such time that the conditions cited above are met; and failure to comply with all of the said conditions will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does _not_increase_the_degr_ee.of nancanformity.. . Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance gra,utc(l by the Board,of Appals shall becon* null'and volO whet°e a Certii earte of Occupancy has not heeA—i procured, and/or a subdivision witp ears arat hecu,filgd ^v0b the',Suff(ilk C'otinty ClIerl , wit t,i a three ( ) years from tlic ante such variance was, gr;int6d, "Phi t oara.l of Allpeals only, upon writktfl, request prior to the, cite of e' piratiob, gt*atit ( ) cou ectttly orle (1) year tee Vote of the oalyd: Ayes: Members Weisman (Chairpetson).Acampora, parites, Lehnert(4,0). (Member Planame to ire dsed) 110SI71e Kancs Weisman," "h iT-erson Approved for filit '2020 Full Environmental Assessment Form Part 1 -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information; indicate whether missing information does not exist, or is not reasonably available to the spunsor; and, when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A &B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is "Yes",complete the sub-questions that follow. If the answer to the initial question is"No", proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part Iis accurate and complete. A. Project and Applicant/Sponsor Information. Name of Action or Project: Corner - V��k` ,�� Project Location(describe,and nwach a general location map): Q,oak , (' Abh Bri.....� _ Proposed Brief Description cal' ropos" p cd Action (include purpose o,r.need): �10W s a,/A WVi L FV(C t 1�vu sl w� �O So 1Lkald,To WA- u ^ ',yA5 6` t 4 Rv.�Telephone: ' Cl{ lr- p \l Name ofApplicant/Sponsor: � t � .� G,S �t7�1\ey— d vxr E-Mail; Address: City/PO: State: Zip Code: ect Contact rf not same ��.�.�.....�� - . ....._.. �_ ... _ Drop (' _'m s sponsor;give name and title/role): Telephone: E-Mail: ..... . Ct O: State: __..._..W, �._ .... Zip Cod....e..�: Property �p ty Owner (if not same as sponsor): Telephone: L E Mail: Address: — City/PO. � State: � Ztp Code .._.�...... ._ Page 1 of 13 FEAF 2019 B. Government Approvals B. Government Approvals,Funding,or Sponsorship. ('Funding includes rants,loans, taxrelief,,.an y other l pp g, "' g and an other forts of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Mate Required (Actual or projected) a. City Counsel,Town Board, OYesM,No or Village Board of Trustees b. City,Town or Village MYes0No r � (fit Planning Board or Commission ti.Dl ^{ v)Y, ` {ook 1v e c.City,Town or YesNo cJ��v�L�,.. t II �C� 20 Village Zoning Board of Appeals 0�Y1 �Y�tk 01" d. Other local agencies Yes No e. County agencies OffYesE3No f. Regional agencies ❑Yes No tiC T 1 g, State agencies ❑Yes No h. Federal agencies ❑Yes No i, Coastal Resources. i, Is the project site within a Coastal Area, or the waterfront area of a Designated Inland Waterway? 0YesMNo ii, Is the project site located in a eomil unity with an approved Local Waterfront Revitalization Program? M Yes❑No iii, Is the project site within a Coastal Erosion Hazard Area? ❑Yes No C. Planning and Zoning C.I.Planning and zoning actions. Will adminisn•ative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the [3Yes@1No only approval(s)which must be granted to enable the proposed action to proceed'? • if Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part I C.2.Adopted land use plans. a.Do any municipally-adopted (city, town, village or county)comprehensive land use plan(s) include the site Yes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑Yes No would be located? b is the site of the proposed action within any local or regional special planning district(for example: Greenway„ ❑'Yes , No Brownfield Opportunity Area(BOA); designated State or Federal heritage area; watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes 'No or an adopted municipal farmland protection plan? If Yes, identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance, LV'Yes[3No If Yes,what is the zoning classification(s) including any applicable overlay district? b. Is the use permitted or allowed by a special or conditional use permit? ®Yes No c. Is a zoning change requested as part of the proposed action? 131yesMNo If Yes, i, What is the proposed new zoning for the site? CA. Existing community set-vices. a.In what school district i's the proj.ect site located? .................— b. What police or other public protection fbrce�ss i've the project site? ................... c. Which fire protection at d en'lel,gulic Med Ica,I servi I c erve the proj ct si e? xv O\r M!A�Lllllkl!_C1 IC—V d.What parks serve the project sit S ... ...... .......... ............. D.Project Details D.I.Proposed and Potential Development a. What is the general nature of the proposed action(e.g.,residential, industrial,commercial, recreational; if mixed, include all components)? k I r, b. a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c. Total acreage(project site and any contiguous properties)owned T-Zlli or controlled by the applicant or project sponsor'? acres c. is the proposed action an expansion of an existing project or use? EJ Yes R No j. if Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g., acres, miles,housing units, square feet)? %....... units....... d. I.s the proposed action a subdivision,or does it include a subdivision? E]Yes Wo If Yes, i. Purpose or type of subdivision? (e.g.,residential, industrial, commercial; if mixed,specify types) E]N cluster/conservation layout proposed? OYes o iii. Number of lots proposed? _ iv. Minimum and maximum proposed lot sizes? Minimum __ Maximum e. Wilt the proposed action be constructed in multiple phases? months Yes No i. If No, anticipated period of construction: ii. If Yes: ® Total number of phases anticipated ® Anticipated commencement date of phase I (including demolition) — month _year ® Anticipated cornpletion date of final phase — month year ® Generally describe connections or relationships among phases, including, any contingencies where progress of one phase may determine timing or duration of future phases: ...... Page 3 of 13 f. Does the project include new residential uses? Yes No If Yes, show numbers of units proposed. One Emil Two Family Three Family lylultiyle Farm ly LL6_11r or snore Initial Phase _ At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? M Yes No If Yes, i, Total number of structures ! U. Dimensions(in feet) of largest proposed structure: S height; width; and I length iii. Approximate extent of building space to be heated or cooled: ` square feet h, Does Ile ro o i p p sad action include construction or other activities that will result in the impoundment of any D Yes MNo liquids, such as creation of a water supply, reservoir,,pond,lake,waste lagoon or other storage'? If Yes, i. U. Purpose a water impoundment,the tl,t° rind dl source of water: Ground water Surface water strL<rms Otherspecify: T p P' ii i If other than water, the type of impounded/con _., � identify tamed liquids and their source,. iv. Approximate size of the proposed impoundment. Volume:_ million gallons; surface area: acres v. Dimensions of the proposed dam or impounding structure: _ height; length vi, Construction method/materials for the proposed dam ur impounding structure(e.g., earth fill, rock,wood,concrete): D.2. Project Operations a, Does the proposed y ro osed action include an excavation,mining, or dredging,during construction„operations, or both? Yes No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ii. How much material (including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volurne(specify tons or cubic yards): • Over what duration of time`. iii. Describe nature and characteristics of materials to be excavated or dredged, and plans to use,mane _ ge or-dispose of dram. iv. Will there be onsite dewater°ing orprocessing of excavated materials? Yes No If yes,describe. v. What is the total area -°to be dredged or excavated? _ —,,,,,,—acres vi. What is the maximum area to be worked at any one time? _ . , _...._acres vii. What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? ❑YesONo ix. Summarize site reclamation goals and plan, b, Would the proposed action cause or result in alteration of,increase or decrease in size of, or encroachment ]Yes No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i° Identify the wetland or waterbody which would be affected (by naive,water index number,wetland map number or geographic description), m.._.. __..... _. �...,_....__. _ ... . ...._ ...._ mw.�_....� ._.� ®_.... m�.w Wm. _.A........ .......� Page 4 of 13 H, Describe how the proposed action would affect that waterbody or wetland,e,g. excavation, fill,placement Of structures,at, alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: I.I.I..Will the proposed action cause or result in disturbance to bottoni sediments? El Yes No If Yes,describe: ........ iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation'? [I YesE]No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion:_ ......................... • porpose of proposed removal (e,g, beach clearing,invasive species control,boat access): • proposed method of plant rernoval: —------- -- • if chemical/herbicide treatment will be used, specify product(s): ....... v. Describe any proposed reclamation/mitigation following disturbance: c. Will the proposed action use,or create a new demand for water? Yes No If Yes: i. Total anticipated water usage/demand per day: U. Will the proposed action obtain water from an existing public water supply? S%Yes No If Yes: , • Narne of district or service area: 10 �\L �o Q(' )k • Does the existing public water supply have capacity to serve the I Yes[]No • Is the project site in the existing district? Yes[:]No • Is expansion of the district needed? 0 Yes[M No • Do existing lines serve the project site? 0 Yes[]No iff. Will line extension within an existing district be necessary to supply the project? E]Yes No If Yes: @ Describe extensions or capacity expansions proposed to serve this project; a Source(s) of supply for die district: ..... ------ ........... iv. Is a new water supply district or service.ce area proposed to be formed to serve the project site? 0 Yes No If,Yes: • Applicant/sponsur for new district: • Date application submitted or anticipated: ....... • Proposed source(s) of supply for new district: v. If a public water supply will not be used,describe plans to provide water Supply for the project: ............... mmmm� Vi. -if water supply will be fi-om wells(public or private),what is the maximum purnping capacity:_gallonshninute. d.Will the proposed action generate liquid wastes? FJ9YesEJNo If Yes: i. Total anticipated liquid waste generation per day: gallons/day ii. Nature of liquid wastes to be generated(e.g.,sitnitaty%%Stewater, indwsu`�fll if bination,describe be all cuillpomnvs,and Y, approxinvite v, \Voy olunics o proportions of each ts ---------..... -,t-�5- A W. Will the pi--o-p—osed action—use anyexisting public wastewater treatment facilities? Yes No If Yes: • Name of wastewater treatment plant to be used: • Narne of district: • Does the existing wastewater treatment plant have capacity to serve the project? Yes No • Is the project site in the existing district? [:]Yes[:]No • Is expansion of the district needed? E]YesE]No Page 5 of 13 • Do existing sewer lines serve the project site? E] Yes No • Will a line extension within an existing district be necessary to serve the project? C'Yes No If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage) treatment district be formed to serve the project site, Yes MNO If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • What is the receiving water for the wastewater dischar e? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project, including specifying proposed rdesci-ibe,,i.ibsti�f*,I"�-di")Osall)lan'i$)I e I V Met, 1�0 WV\ V" 7- '0'X21 44C., .�(' '� N (J �' _L 34 vi. Describe any plans or designs to capture, recycle or reuse liquid was ................................. e. Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ONIes IONO sources(i.e. ditches,pipes,swales, curbs, gutters or other concentrated flows of stormwater) or non-point source (i.e. sheet flow)during construction or post construction? If Yes: 1, H Nv much inipery i Otis su project create in relation to total size of project parcel'I Square beet (iariperyious surface) Square feet es(parcel Size) iL Desel, > ib�'typ:cs of new point sources, ___L/l 0M I vA6 Vie) iii. Where will the stormwater runoff be directed (i.e.on-site stormwater management facility/structures, adjacent properties, groundwater,on-site surface wit(er or off-site surface waters)? L ------------ • If to surface waters, identify receiving water bodies or wetlands: ...... • Will ston-nwater runoff flow to adjacent properties? Yes No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater'? El Ye gll No f. Does the proposed action include, or will it use on-site,one or snore sources of air emissions, including fuel [1YesJjNo combustion,waste incineration, or other processes or operations? If Yes, identify: i, Mobile sources during project operations (e.g,,heavy equipment, fleet or delivery vehicles) ii."Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) iii. Stationary sources during operations (e.g.,process emissions, large boilers, electric generation) g. Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ElYesifflNu or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment:area? (Area routinely or periodically fails to meet Yes No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application, the project will generate: 0 Tons/year(short tons)of Carbon Dioxide (CO2) • Tons/year(short tons)of Nitrous Oxide(N20) roris/year(short tons) of PerflUorocarbons(PFCs) • Tons/year(short tons) of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hych-oflourocarbons (I-IFCs) roes/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h, Will the proposed action generate or emit methane(including, but not limited to, sewage treatment plants, Yes No landfills,composting facilities)? If Yes: L Estimate methane generation in tons/year(metric): ....... ii. Describe any methane capture, control or elimination measures included in project design(e.g., combustion to generate heat or electricity,flaring)a i, Will the proposed action result in the release,of air pollutants from open-air operations or processes,such as ElYesplNo quarry or landfill operations? If Yes: Describe operations and nature of emissions(e.g.,diesel exhaust, rock particulates/dust): .......... j. Will the proposed action result in a substantial increase in traffic above present levels or generate substantial Yes No new demand for transportation facilities or services? If Ycs� i When is ffic peak trafxpected(Check A �ham apjfly): elrll*�orning 11 Evening ElWeekend Randornly betweofficenurs of '�*,OVAV& to rK ii, For coniniercNd a0h'�141'0 0111y, projeq1:Ld u&`vij"IsMay i id type (e.g,,semi trailers and dump trucks): Z W. Parking spaces: Existing, Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? Yes No V. aqk,creation ufncw roads or thange in existing access, describe: "e If Vi. Are—pub e within V2 mile of the prol%sQd site? Yes[]No Vii Will the or accommodations for use of hybrid,electric Us[]No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing JJYes[_]No pedestrian or bicycle routes? k. Will the proposed action(for commercial or industrial projects only)generate new or additional demand MYesEJNo for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: fto �_Q�x di h. Anticipated sources/suppliers of electricity for the project(e.g,,on-site combustion, on-site renewable,via grid/local utility, or other)- ------- iii. ��illthe proposed action require a new, or an upgrado) ail CXiStiflg Substation? [1)'rsW No C I 1. Hours of operation. Answer all items which apply. L During Construction: ii. During Operations: * Monday-Friday:—12 Lsoq�A -- (0--do Rm' 0 Monday-Friday: W' V, • 0 -day: * Saturday: CID r�Yn:-:: .6) oy Satui ...... w. a Sunday:_,. * Sunday: ....... * Holidays: 0 Holidays: Page 7 of 13 in. Will the proposed action produce noise that will exceed existing ambient noise levels during construction, I@`Yes 0 No operation,or both? If'yes: i. Provide dewds incltudirug sources, time of day n�ud du action L. ii. Will the r°o osed a'_-�.. ..... w w.w ....m_... . . ..... —p p ction remove existing natural barriers that could act as a noise barrier or screen? ❑Yes No Describe: n, Will the proposed action have outdoor lighting? MYes❑No If yes: 1 oflrxturcls), dwreetwcrnlrr�rrw, ftroad I7pcwxi'� y ta;:wtOccupied tt�cttues: ,2�' e stattrc�.l� , ocurtroaarufs Will proposed` .tiort remove existing nantral bas°riers that cotz act as a light bar°tier or screen? C Yes No Describe: o. Does the proposed action have the potential to produce odors for more than one hourper day? Yes No If Yes,describe possible sources,potential frequency and duration of odor emissions, and proximity to nearest rarrt.41 led structures: _ .. p. Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100gallons) ❑I,Yes No or chemical products 185 gallons in above round storage or any amount in underground storage'? If Yes: i. Product(s) to be stored ct. Volumes unit_a�...,�. .�__._ .. .. ._.__. �..�.....w._ ..��. .__ ._.._ _ ( } per time (e.g., month,year) iii. Generally,describe the proposed storage facilities: _ mIT _mmIT_mm„ q. Will the proposed action(commercial, industrial and recreational projects only) use pesticides(i,e.,herbicides, ❑Yes MNo insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii. Will the ro)osed action use Inur rated Pest Ivlrortaa gemem Practices? ❑ Yes []No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal Yes ❑No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction Or operahon of the facility: • Construction, tons per° VZ)' - ( nit of Nome) • Operation tons Pell, (ttrrort of time) ii. Describe any proposals for orr-site minimization,recyclin or reuse of n terials to avoid di 1) sal as solid was le: • T_ )ate ion: � r Con s�9�w.+ c�..."WN�, "�� + 4— � •„ � _._ is --AL...Q T Operation: v, 6/ p l a... 4 edamr �: s for solid w tsta g- erat w rrt. Pro osedstr cos I nact orl.g�1"�rotr��.. • Construcnon. _• � • Operation! Page 8 of 13 s, Does the proposed action include construction or modification of a solid waste management facility? Yes IM No If Yes: i.. Type of management or handling of waste proposed for the site(e.g., recycling or transfer station, composting, landfill,or other disposal activities): ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour, if combustion or thermal treatment iii. If landfill,anticipated site life: years t. Will the proposed action at the site involve the commercial generation, treatment, storage,or disposal of hazardous[] Yes WN—o waste? If Yes: i. Name(s) of all hazardous wastes or constituents to be generated,handled or managed at facility: ............. ....... I.I.. Generally describe processes or activities involving hazardous wastes or constituents: .............................. X. Specify aniount to be handled or generated tons/111011th iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: ...... -------................... C�` V. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? Yes No If Yes: provide name and location of facility: If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E. Site and Setting of Proposed Action E.I. Land uses on and surrounding the project site a. Existing land uses. i. Check all uses that occur on,adjoining and near the project site. El Urban Industrial FM Commercial Residential (suburban) Rural (non-farm) [] Forest Agriculture E] Aquatic Other(specify): ii. If mix of uses,gener�ally descri)C' C -7 b Land uses and cover-types on the project site. Land use or ----A—ci'eage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious surfaces 9'7 Forested • Meadows,grasslands or brushlands(non- agriukdwra � i, includin abandoned agricuhural) • Agricultural (includes active orchards, field,grecilhouse etc„) ........... • Surface water features (L��kcs, JL(!�Ids,streams, rivers,etc.1",................. • Wetlands(freshwater or tidal) No -vegetated(bare rock,earth or fill) • Other Describe: ........ ...........-...... Page 9 of 13 c. Is the project site resent] used —membersrecreation? —eatio p J presently by of the community for public reci°eation? ►'. If Yes: explain: _ _ d. Are there an facilities serving children, the elderly,people with disabilities e schools, hospitals,— W YWWWWW y g y,p p ( g., licensed Yes No day care centers,or group homes) within 1500 feet of the project site? If Yes, i. Identify Facilities; .. ro ect site contain �Ycs �-- e.Does die project ' an existing dam? No If Yes: i. Dimensions of the dam and impoundment: • Dam height; feet • Dam length; _ feet • Surface area: acres W • Volume impounded: w, gallons OR acre-feet ii. Dam's existing hazard classification: W. Provide date and summarize results of last inspection: f. Has the project site ever been used -�--° ��-�- �-�p j as a municipal, commercial or industrial solid waste management facility, Yes 'No or does the project site adjoin property which is now,or was at one time, used as a solid waste management facility? If Yes: i. Has the facility been formally closed? El Yes No • If yes, cite sources/documentation:... ._�._.__- U. Describe the location of the project site relative to the boundaries of the solid wasttee management ment facility: iii. Describe an development constraints due to the prior solid waste y devel p p activities: , g. Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin El Yesffl No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities, including approximate time when activities occurred: h. Potential contamination . Has there been a reported spill at the propo-- sed project site, o► have any No history, remedial actions been conducted at or adjacent to the proposed site'? If Yes: i. Is any portion of the site listed on the NYSDE-'C Spills Incidents database or Environmental Site OYesoNo Remediation database? Check all flint apply: El Yes—Spills Incidents database Provide DEC ID number(s): El Yes—Envirommental Site Remediation database Provide DEC ID number(s): El Neither database ii. if site has been subject of RCRA corrective activities, describe control measures:, iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes No If yes,provide DEC ID nuinber(s), __ --, _� ... - ...e.— — —• °- iv. If yes to (i}, (ii)or(iii)above, describe current status of site(s): Page 10 of 13 V. Is the project site subject to an institutional control limiting property uses? El Yes..... No • If yes, DEC site ID number: • Describe the type of institutional control (e.g., deed restriction or easement): Describe any use limitations; Describe any engineering controls:...... . • Will the project affect the institutional or engineering controls in place? YesE]No • Explain: ........... E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? feet SC) ------- —----- b, Are there bedrock outcroppings on the project site? ❑Yes No If Yes,what proportion of the site is comprised of bedrock outcroppings? % c. Predominant soil type(s)present on project site: % % % ---------- d. Whitt is the average depth to the water table on the project site? Averagc: feet .................. e, Drainage status of project site soils:2 Well Drained: W_�D of site El Moderately Well Drained; %of site E] Poorly Drainedw_, __%of site f.Approximate proportion of proposed action site with slopes: 0-10%: %of site 10-15%: f,�%of site 15%or greater: f_% %of site g. Are there any unique geologic features on the project site? Yes No If Yes,describe: .......... h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including Streams,rivers, Yes No ponds or takes)? ii. Do any wetlands or other waterbodies adjoin the project site? Yes No If Yes to either i or ii, continue. If No, skip to E.2.i. iii, Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, El Yes No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name Classification • Lakes or Ponds: Narne Classification Wetlands: Name Approximate Size • Wetland No. (if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired E]Yes waterbodies? If yes,name of impaired water bodylbodies and basis for listing as impaired: ... ....... i, Is the project Site in a designated Floodway? E]Yes No j. is the project site in the 100-year Floodplain? DYes No k. Is the project site in the 500-year Floodplain? ElYes 0MNo ........... 1. Is the project site located over,or, immediately adjoining,a primary, principal or sole source aquifer? LfYes 'No If Yes: i. Name of aquifer: Page 11 of 13 �� t p occupy use the project site -___ .. .. m. Ida tify the predominant wildlife species that occ u or u n.Does the project site contain a designated significant natural community? ❑Yes No If Yes: i. Describe the habitat/community(composition, function, and basis for designation): ii. Source(s)of description or evaluation: W. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: ... ..._ acres • Gain or loss(indicate+or-): acres o. Does project site contain an species of plant or animal that is listed b the federal government or NYS as Ycs' �- P J Y p A Y g ❑ Na endangered or threatened, or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened); Does the project site contain an species of lane or animal e � � e . ___ p, p J y p p tlmal that is listed by NYS as rare,or as a species of ]Yes No special concern? If Yes: i, Species and listing:_, q. Is the project site or a..�oinu�. _�...W � ._._..�...�..,, dj g area currently used for hunting, trapping, fishing or shell fishing? 'Yes No If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site t•o ,ect site or an portion .�...' a Is the project y p n of it,located in a designated agricultural district certified pursuant to E]Yes®,No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: b. Are agriuultural lands consisting of highly productive ]Yes . ..... _. a �co .... g y p ductive soils present? Yes No i. If Yes: acreage(s)on project site? ii, Source(s) of soil rating(s): c. Does the ,a site contain all or part of or is It substantially c ....._w project p contiguous to,a registered National Yes No Natural Landmark? If Yes: i. Nature of the natural landmark: Biological Community El Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent; d In or d adjoin..state listed Critical Environmental � d. Is the project site locate ` does s `tt ntal Area`? Yes No If Yes: i, CEA name: ii. Basis for designation; _ ....._m, . _... iii. Designating agency and date: Page 12 of 13 __.... ..._......... e.Does the project site contain, or is it substantially contiguous to,a building, archaeological site,or district El Yeslo No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i. Nature of his resource: EJArchaeological Site Historic Building or District U. Name: iii, Grief description of attributes which listing is based. butes on w � mm°. .�� .......�.. �.._�a. °., ..m. ..._._.....__�... p f. Is the ro'ect site or any portion of it, located in or adjacent to anareg p j a desi nated as sensitive for ❑YesNo archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? Have additional archaeological or historic sites or resources been identified on t g. g O he project site? E1YesJJNo If Yes: i.Describe possible resource(s): ii. Basis for identification: h, is the project site,within fives miles a �._ accessible a. � .�� f any officially designated and publicly accessiblee federal, ral,state,or local Yes o scenic or aesthetic resource`. If Yes: i. Identify resource: _ ii. Nature of, or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): iii. Distance between ___._.�..�.....�. . ... .. . ..�._...�� ...� _ �_.._...._..._ project and resource. ..... miles, i. Is the project site located within a designated river c _.._ orridor w,dei°the Wild, Scenic and Recreational Rivers 0 Yes No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: . .._. U. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? [:]Yes[]No No F. Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the irilor°rnlitiOna„P�,"ovided is true to the best of my knowledge. 4 �w Applicant/Sponsor N,me Date Signature_ Title hv . ,- '�� TFORM Page 13 of 13 PRINYY� Town Of Southold LVVRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. 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 irdbrnuation used by a Town of Southold :agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal 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_pr(ULo�d acti(Ln be evaluated as_to.-at figint beneficial and ad includes all of Souffiold'A yia,980 effeas — i�—Vrll 3. 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. I:bus each aiis mug over be explaini.-d in po detail, listing both suor titl Y and non- u ) )ortina facts. If an action cannot be certified as consistent with the L)ATRP policy standards and conditions, it all rig-Lbe—widertaken. A copy of the LVW is available in the following places: online at the Town of Southold 's website (southoldtown-northfork.net), the Board of Trustees Office, the Plaruung Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#w iljP PROJECT NAME The Application has been submitted to(check appropriate response): Town Board 0 Planning Board Building Dept. 0 Board of Trustees El 1. 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: ------------ PI ll 1 1 Location of action: vL �� Site acreage: Present land use: a C'Q AA Present zoning classification 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: v '( ��oVO� ^, � � � mil)(a) Name of applicant: . �.�..�_. ,..... ,�. .ww__.__.__._._.�._.�........._.__.._...._.��.�.._..._ b Mailing address: Z- Q` (c) Telephone number: Area Code (d) Application number,if any:_ Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No Z If yes, which state or federal agency? _ m„ __._.__...m............. . . ._., ... .. 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. T1EYI,�wi)rs,I:I CoAsT I' 1Llf::"" Policy I. Poster a pattern of development ju the Town of Southold that eaal:aances community character, preserves open space, makes efficient use ofinfrastructure, makes beneficial use of as coastal location, and miniaaaizes adverse effects of development. Save LWIZP Section III_Policies; Page 2 for evaluation, criteria. �Kyes D No ❑ Not Applicable ._oAe r- �sA_00 C' U S Attach additional. __.__ _,..._.�._....�_V._._.,....__. .m._... . sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III criteria-Policies Pages 3 through 6 for evaluation criteria Yes ❑ No`X Not Applicable Attach additional sheets if necessary - Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See WRP Section I —Pol,icies Pages 6 through 7 for evaluation criteria Yes No 0 Not Applicable C i,a � . r ° cvi am ,. 0 ° m s � �J\ � 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 ❑ o Not Applicable Attach additional sheets if necessary _... Policy 5, Protect and improve water quality and supply in the Town of Southold. See LWRP Section I II —Policies Pages 16 through 21 for evaluation criteria Yes E No Not Applicable Attach additional s is if necessary Policy 6. Protect and .restore the quality and function of the Town of Southold ecosystems including Signit"zcant Coastal Dish and `" Iil(llife Habitats and wetlands. See LW RP Section III—Policies; Pages 22 through 32 for ev luatiOn criteria. Mi �" ❑ { O 0'"e o Not Applicable V� 0-"' (� o�- k()C'k1C'j \-V'\6o4 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 Not Applicable 4LIE— Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVVU Section III—Policies; Pages 34 through 38 for evaluatiop criteria. Yes ❑ No ❑ Not Applicable ------------------- _.._ " � c(.,tom 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. Ye No❑ Not Applicable d . w ti Attach additional sheets if n®cessary WOItiMIG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III-Policies; Pages 47 through 56 for evaluation criteria. Yes Noallot Applicable W 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 III—Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 6�22 through 65 for evaluation criteria. 1 V Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable o ov"t, , ° � . ... TITLE �.,t. PREPARED �� OFFICE LOCATION: LING ADDRESS: Town Hall Annexso „ 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 100 W�� " PLANNING BOARD OFFICE TOWN OF SOUTIIOLD MEMORANDUM To: Accounting From: Planning Department ." Date: March 22, 2020 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. licant/Pro ect Name ...... .. ___. .. _ �. Applicant/Project pp j & Type Tax Map # Amount Check Date/No. ...Hard Corner Partners Mixed Use 61.4-1 $100.50 3/16/2020 #2091 CHASE JPMORGAN CHASE BANK,NA NEW YORK NEW PORK 10017 2091 ROBERT I. BROWN ARCHITECT PC 09-09 205 BAY AVE. 1-2/210 3910 GREENPORT,NY 11944-1463 3/16/2021 PAY TO THE Town of Southold $ —100.50 ORDER OF 8 ,vet,�,�e�u�taa��ra�a,k�cin�,r ,ra �: One Hundred and 50/100 DOLLARS A n Town of Southold VOID ER 90 DAYS 54375 Route 25 PO Box 1179 Southold, NY 11971 ` MEMO .,s��„ iGINIA1u AE PB fee-53530 Main HCPLLC v00 209 LII 1:0 2 L0000 2 0: 7B88 79 7 L6u� SOUT14OLD PLANNING BOARD 2 8 fr020 SITE FLAN APPLICATION FORM 1 Site plan Name and Location Site Plan Name _4 ' rr Application Date: ' . . .w.— .,., -� Suffolk CountyTax Map#1000- � - Other SCTM#s f � N � 4�� , Hamlet: Street Address: �� .Distance to nearest intersection: ,� � �- � - � � � � r° w Type of Site Plan: X-New Amended Residential Zoning District Owners/ ant Contact Information Please list ws aine, , 7ailin aclth-e s, w7i kph.)ne slumber{br the ec lal a below; Property Owner r Street " C ty_ �' .' �� State Zip ' I o � . Other ➢Home eleplione � ; ' r� Applicant d Streets tv1 � State Zl C� pLY rf 'Aome Telephon i, 1 Other Applicant's Agent or Representative:mm _.. ....... .. Contact Person(s)* i Street City ........'. p .... State__... , ,,,....�Zi __. l „ Office Tel�eplione �� ,� Other *Unless otherwise regUested„ correspondence will be sent miIY to the contact person noted here. Site P1anApplication Form 211812010 Site Data Proposed construction type: New .Modification of Existing Structure Agricultural fi, . f,,°� Change of use Property total acreage or square footage: W" ww ac: sq. ft g q g Site Plan build-out acreage or square footage: � �� ac./ . existing orproperty? _.�....� .....W—.. ...... g proposed p Rights on the ro e ro osed Sale of Development — w Is there an e—' elo ment Ri p p rty? Yes No If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y_N If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) 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_ _ No 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:_,,,,,. �� - f P property uses Posed List all proposed Other accessory uses:_ —.. Existing lot coverage: _ �` % Proposed lot coverage: Gross floor area of existing structure(s); _„,)'' sq. ft. Gross floor area of proposed structure(s): 5 9r Parking Space Data: #of existing spaces".� 1 m#of proposed spices Loading�,Berth: Yes :N� Details: Existing landscape coverage: ®/� Proposed landscape i , Landscaping g P g covera e � _Wetlands. Is this property within 500' of a wetland area? Yes No �Maybe I, the undersigned, certify that all the above information is true. Si nature ofPre arer: t� � � �..... Date: g P ,... 2 Site F"lanApplication Form 2118;2010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Ile, �''` �" ��°' ��- fi _beiir,g duly sworn, deposes and says that he resides at ;,�, lip, ', � .� � in the State of New York, and that he is the owner of property located at ,r or that he is the ( itle) (Specify wl cthcr I)artner. ril�a or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval lic lannirrg.Bo rd, and that the actual physical improvements will be installed in strict�t 4l h�0 allas alrpi ov c by the Planning Board. Signed _r Owner Signed (Partner or Corporate Officer and Title) Sworn to me this day of :. .,.�.. NOTARh! GTUff3V.VC-STP'PR.: OF NEW 'NORiC l LLt y Public No. 01 NA619 l 295 oxmjitied in Suffolk caijn�y my commission Expir,,s L ) e) Southold la ing Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name;: � n Last,First, middl initial unless you are applying in the name of`someone else or other entity, such as a company. Ifso, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan Other(Please name other activity) Do you personally(or through your company,spouse, sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes ,_No_K If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold ... Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse, sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D. the actual applicant Description of Relationship: Submitted this day 01, l ? f, Signature Print Name ?,:6e,2 �l f Disclosure Form Southold l i e alit elit Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: — r ..... . . . Last,First, middle initial unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood, marriage or business interest. "Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of die shares. Yes No--ki if you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided, The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of die corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer, director,partner or employee of the applicant;or D.the actual applicant Description of Relationship- Submitted this day o l Print Name Disclosure Form LZORE'JU L.BROWN ARCHITECIT.C. 205 BAY AVENUE GREENPORT, NY 11944 631-477-9752 FAX 631-477-0973 We, flard Corner Pgrtllers, US, authorized applicant for Site Plan application on property identified as SCTM #1000-61.4-1 in S(L)WIiold hereby authorize Robert 1. Browti Architect, PC and it'LAgents to act as our Agent and handle all necessary work involved with the Site Plan application process for this property with the Southold Town Planning Board. - ---_------- ----------- Signature Print Name and Title Sworn before me on this day 0 2020. DENISE A. NAVARRA Notary Public NOTARY PUBLIC-STATE OF NEW YORK No. 0INA6191295 Qualified in Suffolk County My Commission Expires Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. 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 Building Permits and other ministerial permits not located within the Coastal 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. __ITproposed action will be evaluated _as t jt ig��ifi c nt, beneficial and adverse effects Von� � ( p tll coastal area which includes all of Southold"1"owri 3 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 a lained in de0il listing both su ) ortin and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, itmIT h H not be undertaken. 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 1 p PROJECT NAME,,., " The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board[NJ Building Dept. ❑ Board of Trustees El 1. 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 e� of�� Location of action: Site acreage: Present land Present zoning classification: 2. 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: 4e, (b) Mailing addrew— (c) Telephone number: Area Code 'Z (d) Application number., if any; Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes 1:1 No[2 If Yes,which state or federal ageiicy? 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 III—Policies; Page 2 for evaluation criteria. F]Yes [] No " Not Applicable ............ ... .. ................... .......... Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRJ? Section III—Policies Pages 3 through 6 for evaluation criteria I I LJ Yes El No� Not Applicable Attach additional sheets if necessary_' .... _....��.— Y_....� .. ...� .�...�_ .__.�................___�.................��......_�. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section HI—Policies Pages 6 through 7 for evaluation criteria F] Yes ❑ No ® Not Applicable - - ..... .__ _........— ........ 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 ❑ No 0 Not Applicable ..n. ......_.m.—.._ ........�... _ ... .... _._ ......— Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria El Yes ❑ No'FZNot Applicable ��_ � m._. .r ........ 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 HI—Policies; Pages 22 through 32 for evaluation criteria. Yes ❑ N!'o Not Applicable 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�j Not Applicable Attach additional sheets 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. ❑ Yes ❑ No 0 Not Applicable 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. Yes❑ No Not Applicable 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 III—Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No Not Applicable Attach additional sheets if' necessary ..... _ ".... '°"—' .................__m..,_.TT w ....._.�. Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and TownTown waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. �l Yes ❑ No� nd Not Applicable Attach additional sheets.._ w—............� .. .. ...............T_ .... if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. L V Yes ❑ No 1�4 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Ej Not Applicable 72 PREPARED BY ' TITLE c" .� .,��.DATE" d Amended on 8/1/05 OFFICE LOCATION: „ MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 OF S Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) + + ' Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: February 28, 2020 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. A Iicant/Pro'ect Name & Type Tax Ma # Amount Check pp yp p Date/No. Hard Corner Partners Mixed Use 61.4-1 $2,459.50 2/28/2020 #1997 ALP CHASE JPMORGAN CHASE BANK,NA 1997. NEW YOM NEW YORK 10017 ROBERT I. BROWN ARCHITECT PC o9 os www•Chase.c^ 205 BAY AVE. 1-2/210 3910 GREENPORT,NY 11944-1463 2/27/2020 PAY To THE Town of Southold `*2,459.50 ORDER OF V � Two Thousand Four Hundred Fifty-Nine and 50/100"*' DOLLARS r Town of Southold VOID AFTER 90 DAYS 54375 Route 25 wu Southold, NY 11971 - , MEMO Hard Comer Partners LLC-Southold PB fee V IIn00 L 9 9 7uw 40 2 L0000 2 P: 7888 79 7 L 6u� Presubmission Materials R BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman Chairperson J 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acam ora P Office Location: Eric Dantes Town Annex(First Floor, .Robert Lehnert,Jr. la2 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoI�TiC Southold,NY 11971 E http►:llsoutholdtownny.gov 11 1 uI u J (Jill E k` ZONING BOARD OF APPEALS � TOWN OF SOUTHOLTA► J��I��I''�� °1116��lll�iuill20zo Tel.(631)765-1809•Fax(631)765-9064 S MEMOo �a nin B iaIt- TO: Plann i gBoard, FROM: Leslie K. Weisman, ZBA Chairperson DATE: January 21, 2020 SUBJECT: Request for Comments ZBA # 7387 Hard corner Properties LLC The ZBA is reviewing the following application. Enclosed are copies of Building Department's Notice of Disapproval, ZBA application, current map on file. Your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. APPLICANT TAX# ZBA#, HEARING CODE DATE OF PREPAER ZONE DATE SECTION STAMPED OF SURVEY DIST SURVEY/SITE PLAN Hard corner 1000- 7387 April 2,_2020 Art X Sec October 8, John C. Properties 61-4-1 280-46' 2019 Ehlers Land LLC Surveyor r Thank you. Encls. FORM NO. 3 TOWN OF SOUTHOLD '° s BUILDING DEPARTMENT OUT.HO►LD, N.Y. NOTICE OF DISAPPROVAL DATE: January 14, 2020 TO* Robert Brown (Hard Corner Properties) 205 Bay Avenue Creenport,NY 11944 Please take notice that your application dated January 6, 2019 For permit to construct Ixed-use commercial u i with aec�cssc�r r e t; and �inal,e fart i l dwellings at Location of property: 535,3 yin oz d outl o d Y' County Tax Map No. 1000—Section 61 Blank.4 Lot.1, 1s returned herewith and disapproved on the following grounds: ood constrtct.� � � t �rtted ursuant to Article X 280�46 hic states. "'Noa ildir or rc ises shill he used and no uild gin.. or g. ser f shall Lee��ected or alte��e in tile 13 is�trtct unless the same conforn s to tl�t Bulk Schedule and Parking,and Loading',Schedules, this Ala to r s if A. hLco ��ntop cfcrcncc with the sac for end effect such re trtions ere set forth herein in full." Acordin to Sul e tale s ;t�at�c feet f r e. �s r id �r ��1 in � floe � car°r�entl it in �s ein _ o�ed o:r t i:s sure foot lots 'rhe proposeduse reoujireSS,fte vlant,a r v .l from the Southold Tows Plan,n,irW Board, m b ut oilzed.Signature Cc: File,planning, zoning Fee. Fred By: .Assignment No. ,APPLICATION TO THE SOUTHOLD TOWN,', P L,S AREA VARIANCE House Nod Street �` Hamlet SCTM 100(l Se,ctot, lxc �� Lot Size Zone I )APP, THE WRITTEN DETERMINATION OF THE BUI'I 'Dl'N, G, S, ' CTOR DATED .................. BASED ON SERVEYISITE PLAN DATED it u Own er(s). Mailing Address. .......... r� Telephofielp, .� Fag. Email. . NOTE:In Adinion t, the akove please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents, Name #R r ntaD N me o ep ese ve. t� Owner( )Other. Q Address: "-�D na i t �I o �w ,vow�. K °"'" "p�w'a � I ` " , . Telepw Email................... " Please cherk to sP c .�who you w1v1j,cor ewpondence to be niaikd to,from tl:e above. tes llcaEt" EerO 1horlEed Ile..�resenta ' e, OOther N a el Address below. WH BY UIDI OR.REVIEWED S,URVE1Y/Sl DATM,"""""........1 and �E AN APPLICATION DATED ' . ')Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (indicate Article,Section,Subsection of zoning Ordinance by numbers.Do not quote the code.) Article,,.-cle ecti n, Subsection. Type of Appeal. An Appeal is made for: A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal( ) has, 0 has not been made atany time with rep e t to this ro' er UNDER WIN Appeal No(s). Yea.r(s). . (Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# IRTEASONS FOR APPEAL Please be specV c, additional sheets may be used with preparer-s signature notarized).' 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: op 2.The benefit sought by the applicant CANNOT be achieved by some inethod feasible for the applicant to pursue, other than an areavariance,because: 4��"Pik,5\A 4r., Lcov of relief re tested is not substantial because: \e ro, l 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: V0 5.Has the alleged di CA 4 "'b n,self-created" °Ycs or [o Whys ram. C: Are there any Covenants or Rest ictions concerning this land? No I I Yes(please furnish a copy) This is the MINTIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighbo7rhood and the health,safety and welfare of the community. Sip abre of prplican't or Authorized Agent (Agent must submit written Authorization from Owner) of a , Notary Public : KAP EICJ R OTAN NOTARY PUBLIC STATE OF NM YORK SUFFOLK COUNT" LIC. �. F COMM.EXP APPLICANT'S PROJECT DESCRIPTION mm APPLICANT: DATE PREPARED: W5, 1.For Demolition of E111,xisfing Building Areas Please describe areas being removed; U.New Construction Areas (New Dwelling or New Addition s/Extensions): Dimensions of first floor extension:, MiN Dimensions of new second floor. Dimensions of floor above second level: Height(from finished ground to top of ridge):, Is basement or lowest floor area being constructed.?If yes,please provide height(above ground) measured from natuxal existing grade to first floor:, 111.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Number of Floors and Changes WITH Alterations: -TV. Calculations of building areas and lot coverage(from sureyor)�:; Existing square footage of buildings on your property: 4 Proposed increase of building coverage-,- , Square footage of your lot: Percentage of coverage of your lot by building area,- V.Purpose of New Construction: CVr"AA6Vr-L � � ........... VI.Please describe the land contours (flat,slope heavily wooded,marsh area, etc.)on your land and how it relates to the difficulty in meeting (s): the code requirement i4ik �- 4eA a I'll r'"I Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction, and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR.ZB.A APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes o B. .Are there proposals to change or alter land contours? an o Yes please explain on attached sheet. C. 1, Are there areas that cflitfn�s� or�w�t�l�nd, rases? gh) , 2.).Are those areas shown on the survey submitted with this app i"(,cau'on? m 3.)Is the property bulk.headed between the wetlands area and the upland building area? 4.)If your property contains wetlands or P nd areas,have you contacted the Office of the Town trustees for its determination of J i.sdicti.on lease confirm status of your inquiry or application with the Trustees.. and if issued,please attach copies of permit with conditions and approved survey.. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? - - E. Are there atios concrete ba r ie s, e ds or fe. ce tl is1 a�t�are t s y p" shown, on the survey that,you are s u m�.tt Please show area o c stmetureson, a gr a if any exist or state none on the above line. F. Do yo have any constmcti taking place at this time concerning your premises " If yes, plea.se sub. lit a copy o 'your hui .ding permit and,,survey as approved by the Building Department and please describe-., G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject pi,-e ises If any are lacking, please apply to the, uildi g Depart, ent to either,obtain, then,or to obtain,,an Amended Notice of Disapproval. La.rizr(" k H. Do you or any coo-owner also own other land adjoining or close to this parcel? If yes,please label the proximity of your lands on your survey. I. Please list resent use or operations conducted at this parcel � p p P' e and a proposed use (ex. existing single fily,proposed. same with garage,pool or other) Aut,on,zed signature and Date AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk. County Department of Planning in accordance with Section 239m.and 239n of the General Municipal Law. mM 1. lame of Appl*ca t 2. Address of Applicant: zi,; 3. Name of Land Owner rjf other%,"ain- pplicant). r 4. Address of Land Owner " 5 Description of Proposed Prof ect ` (6411KI"OKI PA- 1A,d : 'w ------ '- ro pert ", road and T a 6. Location Of y"� neap number-) 1 7. Is the parcel vwithin. 500 feet of farm operation? { } Yes No 8. Is this,parcel actively farm, ed? Yes No 9. Flame and ad -esses of y, owner(s) of lam in the agricultural district containing active farm operations. Suffolk County Tay Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town.Assessor's Office (765-1937) or from the Real Property Tay. Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Peas use the back of this page if there are additional property owners) S ........... ,gin tune of Applicant _ Date Note: 1. The local Beard will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation.. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cast for mailing shall be paid by the Applicant at the time the application is submitted for review. 617,20 AppendLv B Short Environmental Assessment Form for Como, Part 1--Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Pail I based on information currently available. If additional research or investigation would be needed to -fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I -Project and,Sponsor In for mat'i"'011 01, Name of Action or, rojeCt., Project Location' (describe,and attach alocationrnaft, ...................... Brief Description of Pro used Adio"n'. 6e 7 9 V-or V6-M*2� V-& Name of Applicant or Sponsor: Telephone: 0/'+1 E-Mai"IR Address: City/po: State: Zip Code: 1.Does the proposed ac&n only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? I If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 4 may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or fimding from, y other governmental Agency? NO YES If Yes,list agenc: (s)na, eVa dpe 14 �5 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned low% or controlled by the applicant or project sponsor? acres 4. Check all land uses that,occur on,adjoinig and-near the proposed action,,, 11 Urban O'Rural 0 Industria'J, ACurnmercial 0 Residential(suburban) 13 Forest 11 Agriculture 0 Aquatic L3 Other(specify):. 0 Parkland Page 1 of 4 ------------------------ 5. Is the proposed action, NO VES N/A a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? A- 6. Is the proposed action consistent with the predominant character of the existing built or natural NOt YE,S landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? ND YES If Yes'.identify: V /V 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO. YES *.A b.Are public transportation service(s)available at or near the site of the proposed action? ... ......... c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO �YES If the proposed action will exceed requirements,describe design features and technologies: -------------- . ........... 10. Will the proposed action connect to an existing public/private water supply? :_5 NO YES If No,describe method for providing potable water: -------------------------- 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describemetilod,for providing wastewater t crito ILA 0 ----------- -771 ............. ........12. a.Does the site contain a structure that is fisted on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? 14 b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: 0 Shoreline 13 Forest 0 Agricultural/grasslands 13 Early mid-successional 0 Wetland 0 Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? V 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? NO Cl YES b.Will,stonn water discharges be directed to established conveyance systems(runoff"and,storm drains)? If Yes,briefly,dcwnibe: k1401 0 YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,darn)? If Yes explain purpose and size: ---------- 19.Has the site of the proposed action or an adjoining property been the location of an active or closed No YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ............. I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF AW KNOWLEDGE Applicant/sponsor name: Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large Impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? ........... 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities.? S. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? ............... 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or 1 Moderate small -to large i Ik mpact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage I problems? 11. Will the proposed action create a hazard to environmental resources or human health'? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Pait 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short term,Lang-term and cumulative impacts. 0 Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. 0 Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) ........................ Page 4 of 4 Board AUTHORIZATION (Where the Applicant is not die Owner) 11 residing at (Print property owner's name) m";nfirki,Address) A A/ hereby authorize ........... 7A"-9C b to apply for vw-fiance(s) on my behalf from the ............ Southold Zoning Board of Appeals. (Owner's Signature) owiler's I "m AGENI/REPRI'SE TA TRANSACTIONAL DISCLOSURE FORM owa ofSoutold's Cogo of,`thics o it co � , r s�tHets of intetgst on,t e .rt o,l t o o.thc rs urcd e:n to ees. flee ur rise f this form is to r i,d: ini ;on li a aiet th t na 10. oslbe alictLqUont t and allow it e°r,acti A6 t take h at i �V YOUR NAME ° (Last name first name middle initial ess you are applying in the Warn someone'else or oft eta ewlityl such a a company.If so,indicate the other pet•son's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit uAlYiYfN,.....,.. IIIIIIIIWIYIYIYMIY�ii i iiii�o; Variance Trustee Permit Change of Zone Coastal Erosion, Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any of ikeer or employee of the Town of Southold? ".Relationship"includes by blood,marriage,or business interest,".Business interest" means a buslness,including a partnership,int whalieb the town officer or e,ncployee,bY as eve.n a partial ownership of(or empl,olyment by)a orporati ,n i ,which the town offlicer,or,ctuployee owns in, thao 5 of the shares. YES NO If you answered"''YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest wi a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 1" , +day of Signature Print Name �� . AGENTIREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORT The Town f outbdodfc� rol itsuic, h ar, o .Tle of this fine e ,fore i t ro idc inf ati 'n °hl h a ai:� t the t w os le n t �,.int rest ao allo it t Meer aeti is. o'ec .sus v e YOUR NAME : . • 7 "' i HV d ' v W X on i M such as a (Last nari�ceaftt first name �. ��c ioh��al,unless you are applying�n the name of so,�n ooe else or eo ty company.11"so, n the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit g �^ � g Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"'Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment bey)a corporation in which the to W of"lle r or employee owns more than 5%of the shares. ' NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) Q an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF:TLATIONSTIP F 1 Submitted this da i � of0 Signature 9 Print Name J�-�7�A— APPLI CAN VOWNER TRANSACTIONAL DISCLOSURE FORM Tile Town 0KS(1,Utli,gLd,'s,Code offthics oi.,the gart ol"town(14"fite'ers and te guraase of this M jU.2f 11,1[grgist nd L1.1g, 11, t fattt-igs to,pr L *r Actim, V 0 taklahglas 1"Weessally,to avoid same, YOUR NAME (Last name,first name,Itudhiddlk hj1tiW',f unless you are applying Jiro the name of,"soineune else or other entity,such as a coinipany.11'so,indicate the other persoti's or cowpany's italue.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Per mit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any ofj7ker or employee of the Town of Southold? "Relationship"Includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer oi-employee owns more titan 5% of the shares. YES NO )4 If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D) and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(clieck all that apply) : A)the owner of greater that 5%of the shares of'the corporate stock of the applicant()vben the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(*when the applicant is not a corporation) C)an officer,director,partner,or enipluyee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this o Sigtjitur ............. Print Name C, 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 ire ma a determination of consistency. *Except minor exempt actions including Building Permits and other ministerialpermits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form, should review the exempt minor or action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 1 If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LVVRP policy standards and conditions it sh all-notale hider taken. A copy of the LVVRP 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 - L SCTM# K�) ........................... The Application has been submitted to(check appropriate response): Town Board Planning Dept. Building Dept- ,01 Board of Trustees I Category of Town of Southold agency action(c9,-e','ck at 3propnate 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: .......... �a''ii ~r��Mr {�RriL/ kl-, Iwo Location of action:,, � Site acreage-1 ............ Present land use: 10 Present zoning classification: ---------------- 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: s (a) Name of applicant: (b) Mailing address: �I I Li a rt w 17 ------------------------ V (c) Telephone number: Area Code (d) Application number,if any: Will the action')e directly undertaken, require funding, or approval by a stake or federal agency? - /11,17 Yes 0 No[2If yes,which state or federal agency'?,, 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 LMrRP section III—Policies; Page 2 for evaluation criteria. Yes No 9Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LRP Section III--Policies Pages 3 through 6 for evaluation criteria Yes No Not applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LVVRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes No,j%' Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Afinimize loss of fife, structures, and natural resources from floo and erosion. See LVVRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes [E No 2 Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes G' No t4 Not Applicable 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 LVVRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes INo Not A pficable p Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LNVRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes E No Not App licable Attach additional sheets if necessary 1 Policy S. 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. Yes No,, 2 Not Applicable PUBLIC COAST POLICE ES 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. 1:1 YeLl No Dfl, Not Applicable Attach additional sheets if necessary WORKING COAST POLICEES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes [:1 No Not.Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, t1ae Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes No Not App licable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 for evaluation criteria. 1E Yes F-1 No Not Applicable Attach additional sheets if necessmy Policy 13. Promote appropriate use and development of energy and Feral resources. See LVVRP Section III—Policies; Pages 65 through 68 for evaluation criteria. 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